Saturday, October 22, 2016

Gravel Foundation construction technology

1 scope
This technology is applicable to industrial and civil construction of gravel Foundation, Foundation treatment and ground cushion (solid and rolling method).
2 construction preparation
2.1 materials and equipment:
2.1.1 naturally graded gravel or graded gravel: should be adopted hard sand, coarse sand, gravel sand, crushed (eggs) stone, stone chips or other industrial waste aggregates. In lack, coarse sand and gravel areas, sand can be used, but should be at the same time adding a certain amount of gravel or pebbles, its content should comply with the design requirements. Particle size distribution should be good.
2.1.2 graded gravel materials shall not contain roots, leaves, organic debris and plastic bags and other garbage. When used as drainage consolidation, mud weight should not be more than 3%. Maximum particle size must not be greater than gravel or pebbles cushion thickness 2/3 or virtual shops, and should not be greater than 50mm.
2.1.3 equipment: General should have wooden Rammer, frog or diesel ramming machine, bulldozer, road roller (6~10T), trolleys, a flat shovel, spray hose, 2m feet, small lines or fine wire, steel or wood joint by joint, and so on.
2.2 operating conditions:
2.2.1 setting control the thickness of paving flags, such as standard stakes or elevation or fixed on the walls of buildings, tanks and missile level elevation on the slope of the ditch line or Gao Mujue horizontally on the nail.
2.2.2 in Foundation pit of underground water level is higher than (tank) of underside of engineering construction, drainage or lowering the underground water level of the measures should be taken to make pit (Groove) remain in the anhydrous State.
2.2.3 before paving, common inspection units should be organized, including level of axis dimensions, elevation, geology, if there are no holes, ditches, wells, tombs, etc. Prior to the Foundation should be disposed of and the hidden check formalities.
2.2.4 checking the base channel (pit), the stability of the trench slope and clear the surface of the substrate and water.
3 operational processes
3.1 process:
Inspection quality sprinkler place in layers of sand gravel compacted or rolling leveling acceptance

3.2 technical identification of graded gravel, artificial graded gravel, gravel should be mixed evenly, it shall meet the design requirements or the norms of quality.
3.3 place in layers of sand
3.3.l thickness of each gravel paving, usually 15~20cm, should not exceed 30cm, layer thickness control. Depending on the conditions, the choice of tamping or compacting method. A large area of sand-gravel cushion, paving thickness up to 35cm, 6~10T roller compaction should be adopted.
3.3.2 sand and gravel base should be laid on the same level, if the depth is not at the same time, soil should be dug into steps and slopes, Cha should take note (RAM) it. The construction should be carried out in the deep after the first order.
Subparagraph 3.3.3 when Cha should ramp, each branch office should be staggered, the horizontal distance of 0.5~1.0M and full pressure (RAM) it.
3.3.4 paved-gravel grading should be uniform. If sand pit/stone piles, the sand or stones should be excavated, filled respectively with a good sand.
3.4 water: paving grading gravel compacted before rolling, according to their level of wet and dry and weather conditions, watering appropriately in order to maintain optimum moisture content of the sand, usually 8%~L2%.
3.5 rammed or rolled; rammed or rolled a few times, determined by field tests. Water RAM or frog-type ramming machines should keep falling from 400~500mm, a dynamic compaction to a half RAM, line, and full tamp, normally no less than 3 times. Using roller rolling back and forth, rolling in no less than 4 times the track lap not less than 50cm. Edges and corners of artificial or frog-type ramming machine complement tamping.
3.6 find peace and acceptance:
3.6.l leveling construction should be layered and dynamic compaction-compacting and pure sands should be set check points, with 200cm3 cutting ring sampling; determination of density of dry sand. After passing the lower density, upper construction can be carried out. Penetration method for the determination of quality, penetrometer, bar checks or fork to penetration, less than the penetration tests to determine qualified.
3.6.2 final lamination (RAM) is completed, the surface should be line level, and should comply with the design requirements of the elevation.
4 quality criteria
4.1 project:
4.1.1 substrate soil must meet the design requirements.
4.1.2 pure sand dry sand mass density of the checkpoint, you must meet the requirements of specification for design and construction.
4.2 Basic project:
4.2. the right of ingredients with 1 sand, mix evenly, virtual shop thickness to comply with the requirements dynamic compaction-compacting.
4.2.2 Cha place hierarchy is correct, reasonable Cha dynamic compaction-compacting and leveling.
4.3 allowable deviation, as shown in table 2-4.
Gravel Foundation of tolerance table 2-4
Project tolerance (mm) test method
1
2 top level
Surface flatness of ± 15
20 level or cable and check
2m on foot and wedged feeler Gage check

5 finished product protection
5.1 when the backfill gravel, axis should pay attention to protect the site, standard height pile displacement for preventing collisions and should be repeated frequently.
5.2 should not leave holes within the Foundation. Completed without technical measures shall not affect the stability of excavations in the region.
5.3 construction must ensure slope stability, prevent the collapse.
5.4 night-time construction, should arrange the construction sequence, with adequate lighting; prevent super thick graded gravel or paving is not allowed.
After 5.5 survival of graded gravel should be continuous upper construction; or sprinkling water should frequently wet.
6 quality problems to be noticed
6.1 an area of sink: the main is not complying with the quality requirements, place in layers too thick, rolled a few times is not enough, the lack of water, and so on. To enforce a rigid process requirements.
6.2 local subsidence: edge and corner tamping is not solid, Cha wasn't required and tamp. On the corner of RAM may not be missing.
6.3 poor grading: should be equipped with special Casserole in a timely manner, issues such as stone, sand gradation is good.
6.4 in the foundations of sandstone below the underground water level, its paving thickness of the bottom can be adjusted 50mm.
6.5 the density does not meet the requirements: adhere to the layer check the quality of sand Foundation. Each layer of pure sand dry sand mass density of check points. Must conform to the rules, cannot be a layer of sand and construction.
6.6-gravel cushion thickness should not be less than 100mm; frozen natural sandstone may be used.
7 quality records
The standards should have two quality records:
7.1 report of the survey of the construction site.
7.2 ground rod sounding records
7.3 ground covert acceptance record.

7.4 test report of the sand.

Torshear type high strength bolt connection

1 scope
This technology is applicable to steel structure installation for sets of torshear type high strength bolt construction technology.
2 construction preparation
2.1 materials and equipment:
2.1.1 bolts, nuts, washers should be accompanied by certificates of quality, and should comply with the design requirements and provisions of the national standard.
2.1.2 storage should be kept classified according to specifications of high strength bolt and rain-proof, moisture-proof. Case does not fit the bolt, nut, thread damage, shall not be used. Bolts, nuts, washers rust should be sampled fastening axial forces, to meet the requirements before use. Bolts may not be dyed by dirt, oil viscosity, kept clean and dry. Must be batch numbers, within the same batch used must not mix the mix.
2.1.3 equipment: electric torque wrenches and control instruments, hand torque wrench, hand wrenches, wire brushes, tool bags, and so on.
2.2 operating conditions:
2.2.1 friction: friction surface using sandblasting, grinding polishing method for processing, coefficient of friction, the design requirements (typically requires Q235 steel 0.45 per cent, 16 MN steel 0.55 per cent). Wooden iron oxide allowed residue of friction surface, the friction surfaces can be processed after you generate the rust-red surface mounting bolts (usually about open storage 10d), sandblasting treatment of friction surface mounting bolts without rust. When using grinding wheels grinding, grinding is not less than 4 times times the bolt diameter, polished direction perpendicular to the stress direction, the friction surface should be polished without obvious inequalities. Friction surfaces to prevent pollution by oil or paint, such as pollution should be thoroughly cleaned.
2.2.2 check bolt hole diameter, hole-edge burrs must be removed.
2.2.3 the same batch number, specification of bolts, nuts, washers, matching boxes for use.
2.2.4 electric wrenches and wrenches should be manually after calibration.
3 operational processes
3.1 process:
Ready select bolt and supporting Joint Assembly install temporary bolts bolt

High-strength bolt fastening checking

3.2 selection of bolt length: length of torshear type high strength bolt hexagon nut for the bolt head to bolt plum flower head cut the length of the roots. Choose the length of bolts for fastening the connecting plate thickness with a nut and a washer thickness and want to show at least two thread when fastening the remainder, generally based on connecting plate thickness and increasing the length of the table 5-2, and 5mm integer multiples.
Table 5-2
Nominal diameter of the bolt length (mm)
M16 25
M20 30
M22 35
M24 40

3.3 connector Assembly:
3.3.1 connection plate or steel should be formed, plate edge, no Burr hole; warping and distortion must be corrected at the joint, friction surfaces and prevent injury, ensure the friction surface cling.
3.3.2 before Assembly check the friction surface, friction coefficient whether the design meets the requirements of specimen, rust with a wire brush to remove, clean oil, paint.
3.3.3 plate surfaces should be flat, while when the contact gap, should be dealt with in accordance with the regulations, is shown in table 5-3.
Table 5-3
Gap processing method
1mm no
3mm side of the high ground to a 1:10 bevel grinding should be perpendicular to the force
3mm plus plate, plate friction surface treatment methods on both sides with the same components

3.4 Installing temporary bolts: joint use of ad hoc bolt, bolts more than 1/3 of the total number of bolts for joints and not less than two of each joint, drift pin penetration amount should not be more than temporary bolts 30%. Using a drift pin alignment hole at the Assembly, insert temporary bolts in place, using a wrench to tighten. No doubles as a temporary bolts with high strength bolts to avoid thread damage.
3.5 installing the high-strength bolts:
3.5.1 Installing high-strength bolts should be free to wear into the hole when, should not force to beat. Torshear type high strength bolt hexagon nut washer nut side gasket holes have chamfered side a voice contact nuts shall not be installed backwards (large Hexagon head bolt washer and nut on the bolt head side should be installed on one side, the gasket holes have chamfered side voice contact with the bolt head shall not be reversed).
3.5.2 when the bolts were not free to wear, not use gas cutting bore hole, use a reamer reaming, repair the holes required to make lamellar close in case of iron filings into the seams, hole cutter grinding machine to clear after Kong Bianmao Thorn, and to remove iron.
3.5.3 bolts into the appropriate agreement, put into high strength bolts with a wrench after fastening, remove temporary bolts with high strength bolts replaced. High-strength bolts shall not be installed on a rainy day, and the friction surface should be in a dry state.
3.6 high-strength bolt fastening: must be carried out in two stages, for the first time beginning to twist. Tighten the fixing bolt standard axial force (design pretension) 60%~80%, first screw Torque values shall be not less than final twisting by torque value 30%. The second fastening to final twisting, when final twisting by sets of torshear type high strength bolt plum flower heads should be unscrewed. For bolts all bolts uniformly in force, twist, twist at the beginning should be in a certain order.
3.6.1 General joints: lateral fastening bolts order.
3.6.2 from joint stiffness much place to the free end of the out of control.
3.6.3 from bolts to diffuse manner from the Center.
Twist the wrench should torque can be controlled at the beginning, completed early twist of the bolts should be marked for confirmation. To prevent leakage screw, installation of high-strength bolts on the day, should be screwed on the day complete.
Final twisting dedicated wrench should be used, such as certain jobs where there is difficulty or hand torque wrench, final twisting by torque shall be conducted according to the design requirements. When using the wrench, bolt tail shoots up after the show finished final twisting card, check the exposed threads of not less than 2 buckle, breaking down the Chuck should be collected together into a tool bag to prevent accidents caused by falling from a height.
3.7 check acceptance:
3.7.1 sets of torshear type high strength bolt should be twist off tail plum twist to an end card is no omission.
3.7.2 individual cannot use special wrench when torshear type high strength bolt Hexagon head bolt torque method. Screwed over, check for leaks turn, under screw should be used 0.3~0.5kg hammers one by one to check if is not screwed, screwed spills the number of twist; Super twist should be replaced. Checks should be nuts to go back 30 ° ~50 °, then screwed to the in-situ determination final twisting by torque, the deviation shall not exceed ± 10%, twist the qualifying mark.
3.7.3 high strength bolts and inspection record, collated and included in the technical file.
4 quality criteria
4.1 project:
4.1.1 high-strength bolt type, specifications and must comply with the design requirements and the relevant provisions of the standard, check the quality certificates and inspection reports. Reinspect the rear bolt pretension in accordance with provisions allowing the use of.
4.1.2 connection surface coefficient of friction (coefficient of creep resistance) must comply with the design requirements. Clamp down on iron oxide scale, burrs, splashes, paint and dirt, welding scar, check friction coefficient test experiment reports and field sample reinspection report.
4.1.3 first screw Torque wrench should be calibrated on a regular basis. Early high strength bolt screw, screw must conform to the specifications and requirements, check for calibration records and construction records.
4.2 Basic project:
4.2.1 Visual inspection: bolt into the direction should be consistent, length not less than 2 threads exposed button.
4.2.2 sets of torshear type high strength bolt tail-head screw should be screwed off.
4.2.3 friction and clearance in accordance with code requirements.
5 finished product protection
5.1 structure corrosion section (such as pickling shop), connection joints, screws, nuts, gaskets around the paint anticorrosion PuTTY (such as perchloroethylene PuTTY) closed surface treated the same as steel structures in the area.
5.2 structure rust-proof sector, connection joints and screw heads, nuts, washers quick drying red lead paint around the closed surface rust with steel structure the same.
6 quality problems to be noticed
6.1 mounting surfaces does not meet the requirements: surface rust, greasy dirt, burrs, welding the bolt bore such as, should be cleaned up.
6.2 connection Board Assembly is not strict: connecting plate, gap, should be corrected before use.
6.3 bolt thread damage: bolt should be free to wear into the screw hole, do not allow forced into.
6.4 torque allowed: should be periodically calibrated wrench torque values, the deviation is less than 5%, strictly according to the tightening sequence.
7 quality records
This standard shall meet the following quality records:
7.1 high-strength bolts, nuts, washers, continuous Vice-certificate of quality, factory inspection report.
7.2 high-strength bolt pretension reinspection report.
7.3 anti-slip coefficient of friction (friction coefficient) testing and reinspection report.
7.4 torque wrench calibration record.
7.5 design changes, record of negotiation.

7.6 the construction inspection records.

Cement mortar technology

1 scope
This technology is applicable to industrial and civil construction of indoor and outdoor cement mortar.
2 construction preparation
2.1 the main materials and machines:
2.1.1 cement: No. 325, cement or Portland cement and above, the same color, with the lot number of the product should be used.
2.1.2 sand: average size of 0.35~0.5mm in the sand, sand particles require hard and clean, not containing clay, grass-roots, leaves, alkalis and other organic substances and other harmful substances. Sand according to different requirements before using diameter sieves, screens well and set aside.
2.1.3 lime cream: massive lime leaching, leaching system using 3mmx3mm of sieve pore size is small, and should be stored in a settling tank. Curing time at ambient temperature of not less than 15D for covering grey, maturing period should not be less than 30D, use Lime plaster should not contain unripened particles and other impurities.
2.1.4 pulverized quicklime: its fine through the 0.125mm screens, a total not more than 13% of sieve remainder. Use with blisters before fully ripening and maturing time of not less than 3D.
Soak methods: should be prepared well in advance of a large container, evenly sprinkle a layer of quicklime powder into the container, pour a layer of water and then sprinkle a layer of lime powder, water, and so on. Until the container volume of 2/3 is reached, then within the container filled with water and lime all soaked in water, make it ripen.
2.1.5 ground fly ash: spend 0.08mm fine sieve, not more than 5% of sieve remainder, fly ash can replace cement mixing mortar, its content is not greater than the amount of cement up to 25%, replacing lime in the mortar paste and most additives should not be greater than 50%.
2.1.6 other admixtures: 107 gum, admixture, admixture shall be decided by trials.
2.1.7 main equipment: mixer, 5mm and 2mm bore diameter of sieve, large flat shovels, small shovel, with the exception of plastering tools commonly used, should also be provided with a soft brush, wire brush, chopsticks, pink bag, watering cans, small water bottles, buckets, grid, brooms, hammers, cold chisel, etc.
2.2 operating conditions:
2.2.1 structure completed and acceptance by the relevant authority, meet the eligibility criteria.
2.2.2 before plastering to check for proper position of the door and window frames, and wall connection is solid. Cracks at the connection use 1:3 cement mortar or 1:1:6 density of cement mortar mix layer impaction. If the gap is large, should be mixed with a small amount of mortar Ma DAO impaction, seam-sealed. Aluminum Windows and doors crack handle workmanship according to design requirements.
2.2.3 brick wall, concrete wall of aerated concrete wall surface, such as dust, dirt and grease should be cleaned, and water wetter.
2.2.4 balcony Rails, clothes iron, embedded iron parts, piping should be installed well in advance, construction reserve holes on the wall in advance when plugging tight, columns, lintels and other protruding walls of concrete rejection of flat, recessed early brush with water after Yin dialysis, then 1:3 cement mortar or cement mortar mix layer 1:1:6 fill lining.
2.2.5 precast concrete wall panel seams should be processed well in advance, and check the cavity is smooth, well sewn, tricking water test, leakage can be carried out the next working procedure.
2.2.6 aerated concrete surface chipping off angle layered patches you want. By: spread the wet surface, brush with water 10% 107 adhesive mud, followed by 1:1:6 mixing mortar every thickness should be controlled in 7~9mm.
2.2.7 external wall cement mortar, should be done before construction of large area model, accredited, and construction methods, construction again.
2.2.8 construction with the outer shelf should be prepared in advance, anyway, to leave the walls and corner 200~250mm to facilitate the operation. Reducing your plastering Cha plastering smooth outer shelf should be laid three-step to meet construction requirements. Outside the walls the color of cement to ensure consistent, no single exclusive shelf. Non-reserved temporary holes in the wall.
2.2.9 smooth plastered surface should be checked before, to determine thickness of plaster. Plaster before both sides of the corner, balcony, window sills, stone face pop-up plastering layer on both sides of the line of control, as a basis for backing.
3 operational processes
3.1 process:
Caulking around door and window frames (or vertical wall panel joints) wall cleaning water wet wall

Hanging vertical, side, the plaster cakes, gluten-filled play the grey control lines base underlying mortar

Line grid cover gray surface adhesion, dinging conservation

3.2 base for external concrete wall panels:
3.2.1 basic treatment: If the concrete surface is very smooth, the surface should be "texturing ° processing, there are two kinds: one is to smooth the surface with a sharpened awl tick, tick to smooth, make the surface rough wet grass-roots with water. Another method is to clean smooth surfaces with 10% after the caustic soda and water to remove surface oil, Lye rinse dry with mechanical spray or with a broom dumped a layer of 1:1 gruel-fine cement mortar (mixed with 20%107 glue mixing) and froze it in smooth base surface, break with one fixed for good.
3.2.2 hanging vertically, sets of rules: the spat in doors and Windows, respectively, at duo, wall hanging vertically, plaster told and after gray pie filling bars, pops up on the wall plastering layer line of control.
3.2.3 the underlying mortar: brush with water 10% 107 adhesive mud, (w/c 0.4~0.5) followed by 1:3 cement mortar every 5~7mm thickness, layer and erase the gluten-filled, and staves, level, get a straight, wooden trowel twist hair.
3.2.4 plastering mortar: mortar at the bottom after the second day of plastering mortar, first wall spread wet, according to paper size line grid, cell adhesion, drop tanks, mortar plastering layer. Surface layer of cement mortar or mortar mix for 1:2.5 1:0.5:3.5 cement mortar thickness 5~8mm. First water wet, thinly shave before you put a layer of plain cement plaster, so that it is the end of gray cement, followed by erase overlay grid and gray, and bar anyway, scrape, rub wood trowel, float clear and compact iron. When there is no water on its surface, perpendicular to the ground with a soft brush dipped in water in the same direction, brush again, to ensure that the color of the surface layer of dust; avoiding and reducing shrinkage cracks. Subsequently, will be out until after ash layers, asymmetrical figure with plain cement paste well. For the cells, should not be hard to prevent edge damage, should stay dry up. And fill the gap.
Plastering construction of programs: from top to bottom, after wiping out the underlying mortar will stand up, and then from the top surface layer of mortar. Should pay attention to in the surface layer of dust before, you should check the underlying mortar without empty, cracked, if cracks should be picking his chisel again after repairing surface layer of dust; also should be aware that the underlying mortar dust and dirt should be clean, water moist, surface layer of plaster.
3.2.5 drip lines (slots): mast, cornice, window sills, window awning, balcony, capping and protruding walls and other parts, water should be made above the slope, the following should do the drip line (Groove). Water slope and drip lines (slots) from the outer surface shall not be less than 40mm, the drip line (also known as garbanzo) should ensure that their slopes to the right.
3.2.6 conserve: cement mortar plastering layer should be water conservation.
3.3 primary aerated concrete panels:
3.3.1 primary processing: use brooms to sweep the dust on the surface, water, Yin dialysis, water immersion gas 10MM is appropriate. On deficiency ribs off angle of Board, or Board of seams at high poor larger Shi, available 1:1:6 cement mixed mortar mixed 20%107 glue mix collection uniform, layered lining flat, each again thickness 5~7mm, stay gray layer solidification Hou, water wet, with above with tie than of fine mortar (sand application yarn stretched screen to screen), with mechanical spray or with broom dumped in added gas concrete surface, second days watering conservation, until mortar knot solidification, with hand broke not moving weizhi.
3.3.2 hanging vertically, sets of rules: same as before.
3.3.3 the underlying mortar: 10% 107 glue brush with water with mud (specific 0.4~0.5), with the brush with cement mortar, mix 1:1:6, smooth, big bumper scrape, rub wood trowel, begins after the final setting of conservation. If the mortar admixed with fly ash, the above mixing ratio can be changed to 1:0.5:0.5:6, namely cement: lime fly ash: sand.
3.3.4 playing line, cells, cell adhesion, water trough, plastering mortar: first, by drawing on the request line grid, cell adhesion, pay attention to visco-elastic State by vertical bars should be glued to the line on the same side, preventing about stick. After stick, when the bottom five or six when plastering mortar. Brush with water of 10% 107 adhesive cement grouting, followed by plaster. Surface layer mortar of tie than for 1:1:5 of cement mixed mortar or for 1:0.5:0.5:5 cement, and fly ash mixed mortar, General thickness 5mm around, points two times and points grid article wipe flat, again with bar anyway scraping flat, wood wipe child rub hair, iron wipe child pressure real, and pressure light, stay surface no Mingshui Hou, with brush dipped water by vertical Yu ground direction light brush a again, makes its surface layer color consistent. After finishing the surface water conservation.
3.3.5 drip lines (slots): former practices and conservation requirements.
3.4 base for brick walls:
3.4.1 base treatment: the remnants of mortar on the walls, dirt, dust and other clean, throw water on the wall, the bricks down on dust in, wetting the wall.
3.4.2 hanging vertically, set rules, plastering cake: op. cit.
3.4.3 gluten-filled, wipe bottom of mortar: at room temperature can be mixed using cement mortar, mix 1:0.5:4, winter construction, bottom ash mix ratio for 1:3 cement mortar, screed Strip should be stratification and smooth, big bumper anyway, scrape, rub wood trowel, after the final setting of water conservation.
Dimensions in the drawings 3.4.4 line of blocks, after cell adhesion surface mortar. Method of operation the former. Surface layer of mortar mix at room temperature 1:0.5:3.5 cement mortar can be used, winter 1:2.5 cement mortar should be used.
3.4.5 drip line (Groove) construction method and the ash layer curing methods ibid.
3.5 winter, rainy period of construction: General construction only during the winter, winter stage not construction.
3.5.l-mix mortar in winter hot mix should be used, when insulation measures taken, apply mortar at a temperature not lower than 5 degrees centigrade.
3.5.2 mortar plastering layer's early hardening without freezing.
3.5.3 the atmosphere at temperatures below 5 c, in outdoor plastering mortar mix to lower the freezing temperature of salt and calcium chloride and so on, its content should be determined by tests. Painting plaster walls shall not be mixed with salt and calcium chloride.
3.5.4 freezing masonry walls, exterior plaster should be completely thawed before wiping, wall shall not be washed with hot water frozen, eliminate Frost wall or with hot water.
3.5.5 construction in winter to prevent the dust early frost, guarantee operation, cannot be mixed with lime in the mortar paste, in order to ensure the workability of the mortar, mixed with fly ash instead of the volume. For example, 1:1:6 could be replaced by cement and fly ash cement mortar mortar, mix is still 1:1.6.
3.5.6 plastering with rain rain-proof measures should be taken to prevent plaster layer of damage from the rain before the final set.
4 quality criteria
4.1 project: the variety and quality of the materials used must comply with the design requirements, the plaster layer between and the plaster layer and the substrate must be bonding, no delamination, empty drum surface blasting dust and crack-free (except the wind shake) and other defects.
4.2 Basic project:
4.2.1 intermediate plasters: smooth, clean surface, Cha flat, straight line angle, clear (uniform rough surface texture).
Advanced plastering: the surface is smooth, clean, uniform color, no lines, and gray line straight line angle, founder, clear and beautiful.
4.2.2 corner shall conform to the construction decoration standard 2.1.9 and 2.1. the provisions of article 10, the surface is smooth, smooth, door and window frame and the wall crack filling density, surface roughness.
4.2.3 holes, troughs, boxes of the correct size, founder, clean, smooth, pipe behind plastered smooth.
Section 4.2.4 (seam) of uniform width, depth, (seam) smooth, neat edges, horizontal even vertical, smooth.
4.2.5 drip line and drip water on the right, drop lines straight, throat width, density not less than 10MM, neat and consistent.
4.3 allowable deviation, as shown in table 9-2.
Outer wall plastering tolerance table 9-2
Project tolerance (mm) test method
Intermediate advanced
1 façade vertical 5 3 2m supporting plate check
2 surface flat 4 2 2m m on foot and wedged feeler Gage check
2m angle vertical 4 2 3 Yin and Yang of care with Board examination
4 corner founder of yin and Yang of 4 2 20cm feet and wedge feeler Gage check
5 points (seams) straight and standard 3-5M line check
Note: l. intermediate fourth internal corner plastering this table founder is not checked.
2. facade height squareness tolerances:
Single layer: every frame or layer mode to H/1000 and less than 20mm, frame, top model H/1000,
And no greater than 30mm, theodolite, hanging and standard checks.
3. brick-overall height 10m, perpendicularity tolerance for 10MM, brick and concrete structure high >10m and squareness tolerances
20mm Using a theodolite or wait and check.

5 finished product protection
5.1 remnants of mortar should be promptly cleaned up on the door and window frames, aluminum alloy door and window box protective film should be checked before loading the full, such as caulking low alkaline cement cement, plug after making clear in time, clean it with a clean cotton silk box.
5.2 dismantling shelves caution, prevent damage to put good cement wall and protective measures should be taken promptly to prevent pollution and damage caused by operations interspersed with, especially the corners should be nailing boards to protect.
5.3 the plaster layer in front of the condensation should prevent the quick-drying, exposure, water, impact and vibration to ensure the ash layers have enough strength.
5.4 Oilers brush oil barrels when not touched down from the shelf to prevent contamination of walls and cannot pedal step on the windowsill and prevent damage to edges.
6 quality problems to be noticed
6.1 empty drum, and cracking and rotten root: due to wipe gray Qian grass-roots bottom cleanup not clean or not completely, wipe gray Qian not watering, each layer gray wipe have too thick, with have too tight; for prefabricated concrete, smooth surface not tick hair, and also not dumped hair, even concrete surface of crisp skin also not removed on wipe gray; added gas concrete surface didn't cleaning, not watering on wipe gray. After plastering is not conservation. To resolve the quality problem of hollowing and cracking from the three ways to resolve: the first substrate cleaning and watering before construction; second construction layers and compacting should be carefully, not sloppy third after construction, water conservation, and note the place clean, plastering, overcoming the rot.
6.2 drop line (Groove) does not meet the requirements: not according to the norms of indwelling throat, window sills, stone and face bottom drip, should be set at construction time, keeps the throat after 10mmx10mm slots, no chute after plastering seam layering, or marked with the nail Groove.
6.3 points, after throat is irregular does: using plain water after mud gap, squaring and damage repaired in a timely manner.
6.4 window eat: sill elevation is not consistent in the same layer, in order to ensure exterior plastering lines horizontal even vertical Latrun line you want to find the rules, resulting in the windowsill eating, affect the use. First construction elevation to the right, taking into account the good plastering layer thickness and surface plastering on the note window should be 10MM into the box, and Gou Cheng small fillet, sing along, looking for a water slope should be.
Cha 6.5 surface uneven, inconsistent color: Cha child behind without rules, uneven Cha, Cha is hard to find flat. Note that the Cha should be avoided in block, should be left in place, or inconspicuous place cement must be used outside the cement of the same variety, lot number entry, to ensure color consistency across the plaster layer. Grass-roots water potted plants thoroughly before construction, easy to operate, avoid problems, black surface pressure, resulting in uneven color.
7 quality records
This standard shall meet the following quality records:
7.1 cement factory prove and test reports.
7.2 manufactured products such as sand and fly ash certified.
7.3 milled quicklime product factory certified.
7.4 107 adhesive, additives and other products of the factory certification and product usage instructions.

7.5 quality inspection and assessment of records.

Friday, October 21, 2016

Frame styling combined steel formwork installation and removal process

1 scope
This standard is mainly used in industrial and civil construction shaped of situ frame-shear wall structures combined steel formwork installation and removal.
2 construction preparation
2.1 materials and equipment:
2.1.1 setting combined steel formwork: length 600, 750, 900, 1200, 1500mm; width of 100,
150200250300mm
2.1.2 steel die: die, die connection of yin and Yang.
2.1.3 connector: u-shaped, l-shaped pin, 3 fastener, disc-shaped fasteners, bolts, hook bolt, bolts, etc.
2.1.4 supports: column collar, train on an empty stomach of steel cord, steel pillars, steel braces, steel truss, wood, etc.
2.1.5 steel formwork and accessories should be strict, unqualified may be used. Repaired and shall conform to the requirements of the quality standard of the template.
2.1.6 release agent: should not use waste oil.
2.1.7 axes, saws, wrenches, drill drill, wire pendant, on foot, feet, crowbars, iron levels, and so on.
2.2 operating conditions
2.2.1 template design: according to the types and characteristics of engineering structure and site conditions, design the template to determine the template layout, and vertical and horizontal frame specifications, quantity, rank, size, type and the selection of column Stirrup spacing and beam support spacing, form templates (in place assembled or precast), connection detail. Checking templates, and support the strength, rigidity and stability. Draw a full set of template designs (templates Graphic diagram, block diagram, Assembly diagram, node detail drawing, machining). Template number should be divided by water in template design, conduct a comprehensive study and determine the proper preparation of the template number.
2.2.2 precast:
2.2.2.1 installation site should lay flat, conditional permission should be assembled operating platform.
2.2.2.2 assembled by template designs, each of two adjacent plates with u-shaped clamp, keel to hook head bolt outer cushion-shaped fastener and the flat edge ribs Conca tight.
2.2.2.3 template columns, shear walls during installation, cleaning or Grouting should be set aside.
2.2.3 after assembling the template number and paint release agents, specification pile up.
2.2.4 axis of good, template lines, horizontal control elevation leveling layer of cement mortar should be done by the end of the template, check and correction, anchor is embedded in the posts well.
2.2.5 pillars, wall reinforcement, and utility lines and embedded parts installed, strap reinforcement pad and finish hidden procedures.
3 operational processes
3.1 Installing the column template:
3.1.1 technological process:
Elastic column Pier line screed positioning posts template an Zhu hoop God rods or braces pre-screening

3.1.2 according to elevations well cement mortar screeds, line positioning abutment by position, in order to ensure accurate line and elevation of the column axis, or follow the line, column the main bars on the sides 5~8cm from welding rods, four against the template to prevent displacement.
3.1.3 install formwork: a row of column, both ends of the first column, after the adjustment, fixed, Latrun line correction between the columns. Templates by post size, into a (a side with a cornea), or on both sides, after the first and main bar tie wire a temporary fix, using both sides of the u-shaped card template connecting clamp, two an additional two templates are installed.
Hoop 3.1.4 Installing column: column collar made of angle steel, steel pipe and so on, using wooden templates available bolts, steel wood wood hoop. Column Clamps the die size, lateral pressure, determine the dimensions column Stirrup spacing in the template design.
3.1.5 installation lever on the column form or raking: column form with 2 levers on each side, fixed in advance within the embedded in the floor reinforcement ring, using theodolite control and verticality with a TURNBUCKLE adjustment correction template. Tension Rod angle is 45 ° with the ground, embedded steel ring and column 3/4 column from suitable for high.
3.1.6 post mould cleaning, closed cleaning handle column form pre-screening.
3.2 Installing the shear wall template:
3.2.1 the process flow:
One side door openings template line templates Templates resize fix on the other side pre-screening

3.2.2 lines installed by position openings template, buried under pieces of wood or brick.
3.2.3 side templates assembled in advance according to the position line is in place, then install the tie rod or braces, an plastic bushings and bolts through walls, wall bolt sizes and spacing should be clearly defined in the template design.
3.2.4 sweeping wall of debris, an template on the other side, again, adjust the diagonal bracing (lever) after the template vertically, tighten the bolts through walls.
3.2.5 template after installation is complete, check fasteners, bolts are fastened, templates, seam and wanting tight, through pre-screening procedures.
3.3 Installing the beam template:
3.3.1 processes:
Line column adjust elevation end of mounting beam steel mode tie beam installed lateral mode pre-screening

3.3.2 post removal pop up on the concrete after axis and the horizontal.
3.3.3 before installing the steel pillars (such as earth ground must concentrate), the pillars underlying source for the long hand. Beam bracing strut with single row, when the beams can be used two or more rows, spacing pillars should be specified by the template design, under normal circumstances, distance to 60~100cm is appropriate. Pillar above the pad 10cmx10cm timber, pillar bi-directional shear force braces and horizontal tie, 50cm set up off the ground, more every 2m which is situated.
3.3.4 adjusted for elevation elevation of pillars, and then install the beam and floor, and pull straight beam and floor should be arched, and when the span is equal to or greater than 4m, beam and floor as designed arch. Design requirements, spring height appropriate to the length of 1/1000~3/1000.
3.3.5 steel banding, inspected upon hidden inspection, and debris removal, installation template, connected with the u-shaped card template on both sides and floor.
3.3.6 in hanger or a tripod supporting fixed beam side templates. Joist spacing should be specified by the template design, generally should be 75cm, formwork and catchy setting clamp for fixing. When the beam height exceeds 60cm, the wear beam bolt.
3.3.7 calibration beam lines, elevations, section size after installation. Clean up the clutter within the formwork, after passing the check run preflight.
3.4 Installing the floor template:
3.4.1 process:
Ground compaction column shop template keel elevation correction

Plus pole horizontal rod and run preflight

3.4.2 earth ground should be compacted and pad work long hand, ground floor hand pad through a vertical pillar before long. Multi-tier support model, props should be normal, upper and lower pillar should be in the same vertical centerline.
3.4.3 from side side to begin the installation, first row of the first keel and pillars, temporary fix; second-row keel and pillars, in order by row installed. Pillars with joist spacing should be designed according to the template provided. General support spacing for the 80~120cm, joist spacing is 60~120cm, smaller joist spacing of 40~60cm.
3.4.4 adjusting the pillar height, frame leveling.
3.4.5 Pu setting combined steel formwork block: you can start laying from one side, each rib between two plates connected with the u-shaped card, u-card installation spacing shall not exceed 30cm (that is, every other hole one). Every u-shaped clamping should be directed to alternate, not in the same direction. Large size slabs on the area should be used stereotyped combinations of steel template block, put together to sew patchwork templates or wood instead of narrow dimensions that are available, but should be put together to sew tight.
Banpu 3.4.6 platform after the elevation using a level gauge template, correct, using the leveling feet.
3.4.7 in colleges and universities after the pillar between the horizontal lever. According to the pillar height horizontal tie several road. General 20~30cm from the ground, to the vertical and horizontal directions on every 1.6m together, and you should always check and ensure full and firm.
3.4.8 template clutter within a clean and positive.
3.5 template removal:
Template priority should be removed as a whole, overall transfer, repeat the installation as a whole.
3.5.1 the post template removed: removed column lift rod or brace, remove column clamps, u-card connected each column template removed, then used crowbars to pry gently template make a template with the concrete from.
3.5.2 wall template removal: remove wall bolt accessories such as, then remove lift rod or braces, using crowbars to pry gently template make a template out of the wall, hanging the template removed.
3.5.3 floor slab, the formwork removal:
3.5.3.1 should be split-beam side-mode, then dismantled floor template, split level floor template to remove the lever, and then remove pillars, each keel 1~2 pillar temporarily removed.
3.5.3.2 operator stations in the space has been removed, remove the remaining pillar near, its keel free fall.
3.5.3.3 hook hook under the template, the template after the full release of that paragraph, set out, focus stacking.
3.5.3.4 height, when using double-bent, first remove the upper frame, keel and landed on the bottom shelf of the template, the upper steel after all out, then remove the bottom shelf.
3.5.3.5 wall bolt, pull down wall bolt and hanger bracket, then removed Liang Dimo.
3.5.4 template (including wall formwork) demolition, concrete strength to ensure its surface and cord point without removing templates from damage, can be removed. Stripping strength design of plate and beam provided shall comply with the provisions of the code.
3.5.5 template removed cleared up adhesions, coating release agent, remove the fastener of centralized collection and management in a timely manner.
3.5.6 stripping non-template directly when dropping from a height, in order to prevent deformation and damage template.
4 quality criteria
4.1 project: template and bracket must have sufficient strength, rigidity and stability area of the supporting parts should be adequately supported. If installed in on soil, soil must be solid and drainage measures. Measures of frost heave soil must have a freezing and thawing.
4.2 Basic project template seams should not be leakage. Formwork and concrete surface cleaning and coating release agent, steel and concrete stain release agents is strictly prohibited at the Cha.
4.3 allowable deviation is shown in table 4-2.
Template installation and embedded parts, set aside the hole tolerance table 4-2
Tolerance (mm)
Single-layer multilayer frame
Columns, walls, 5 3 feet of beam axis displacement check
Elevation ± 5 or cable and standard +2-5 level checking
Wall, column, beam section dimensions +4-5 + 2-5 ' check
2m 3 3 vertical layer of care with Board examination
Two adjacent plates song low 2 to 2 with a ruler and the ruler check
Surface roughness 5 5 2m m on foot and wedged feeler Gage check
Embedded, reserved hole center line of steel plate, embedded displacement of 3 3
Center line 2 2
Exposed length +10 0 +10-0
Linear displacement of the Centre of 10 10
Section size +10 0 +10 0

5 finished product protection
5.1 light up when the installation template with care, no collisions, prevent template variants.
5.2 dismounting without hard hard hit with the hammer or crowbar to pry, so as not to damage surface of concrete and cord angle.
5.3 removing the steel template if template is found in a normal or damaged ribs deformation should be repaired in a timely manner.
5.4 dies used in the process should strengthen management, specification stack time brushing rust inhibitor.
6 quality problems to be noticed
6.1-column template is prone to problems: section size allowed, the concrete cover is too large, column-body distortions. Prevention approaches are: mode before playing the position line, calibration bars, pillar plate about the pillars should be done before the template and ensure bottom locations accurately. According to the posts section dimensions and height hoop design column size and spacing, column corners support and lever.
6.2 beam and plate template is prone to problems: Liang Shen deflection, beam and uneven, side bulge, beam, beam head size large men scratch. Prevention by: beams and formwork shall be determined by the design keel, prop size and spacing, making the template has enough strength and rigidity of the support system to prevent the template deformation in concrete. Templates should be at the bottom of the pillar on a solid ground, mat work long hand, prevent pillar sink, beams and formwork shall be according to design requirements, and prevents excessive deflection. Formwork upper lever lock, preventing easy deformation.
6.3 wall template is prone to problems: wall thickness of concrete is inconsistent, section is not accurate. Stitching loose, asymmetrical figure caused by too large to run pulp. Templates should be designed according to the height and thickness of the wall through, determine the size and spacing of vertical and horizontal keel, wall bracing method, die form. Template head should be Rachel, prevent the upper size is too large. Others see "casting formwork for shear wall structure".
7 quality records
This standard shall meet the following quality records:
7.1 templates section pre inspection records.

7.2 template project quality assessment information.

Mechanical excavation construction technology

1 scope
This technology is applicable to industrial and civil buildings and structures of large Foundation pit (Groove), trench and large area flat ground mechanical excavation.
2 construction preparation
2.1 the main tools:
2.1.1 excavation machinery: excavators, bulldozers, scrapers, dump truck, etc.
2.1.2 General tools: shovel (pointed, flat two), trolleys, small white lines or 20th, wire and steel tape and adjustable triangle, and so on.
2.2 operating conditions:
2.2.1 prior to excavation, construction should be based on programme requirements, underground, above ground obstructions within the construction area cleared and closed.
2.2.2 location of the building or structure or ground positioning control lines (piles), standard level, and gray line of the slot size, must be inspected and through pre-screening procedures.
2.2.3 night-time construction, there should be adequate lighting; in dangerous places should be set clearly marked, excavation sequence and reasonable arrangements to prevent wrong to dig or over.
2.2.4 when the excavation of Foundation pit water level tank, trench, according to the local geological information, take measures to reduce the water table. Generally fell to face following 0.5M before the excavation.
2.2.5 construction machinery access to the site through the roads, bridges and unloading facilities and so on, should be checked in advance and, if necessary, to reinforce or expand and other preparatory work.
2.2.6 selected for earth-moving machinery, construction should be based on the topography of the area and operating conditions, soil type and thickness, total quantity and duration into account, to the level of play of construction machinery efficiency to determine, prepare construction program.
2.2.7 layout of construction area running routes, according to an area the size of the project, mechanical properties, transport distance and terrain conditions to be determined.
2.2.8 in mechanical construction could not work parts, cleaning and repair of slopes slope bottom, shall be equipped with manually.
2.2.9 familiar with the drawings, technical clarification.
3 operational processes
3.1 process:
Determine the order of excavation and slope end of segment dug under the tiered average Bian Heqing

3.2 determination of slope:
3.2.1 in the natural humidity of the soil, excavation of Foundation pit (slot), when the trench while digging depth does not exceed the provisions of the following, do not slope without support.
3.2.1.1 dense, medium dense sand and gravel soil (filled with sand) 1.0RN.
3.2.1.2 hard plastic, plastic, clayey silt and silty clay 1.25m.
3.2.1.3 hard plastic, plastic clay and soil detritus (filled with clay) -1.5M.
3.2.1.4 of hard clay in a 2.0M.
3.2.2 above provides depth in 5M when soil with natural humidity, uniform structure, hydrological conditions, without water, without support of Foundation pit (Groove) and pipe must slope. Steepest gradient of the slope should comply with the provisions of l-3.
Table 1-3 of various types of soil slope
Slope (height: width)
Top top no load dead load top load
1 medium dense sands 1:1 1:1.5
2 medium dense soil detritus (filled with sand) 1:0.75 1:1 1:1.25
3 hard plastic light loam 1:0.67 1:1
4 medium dense soil detritus (filled with clay) 1:0.50 1:0.67 1:0.75
5 hard plastic clay, clay 1:0.33 1:0.67
6 old loess 1:0.10 1:0.33
7 soft (after it has been well-point dewatering) 1:1.00--
Note: when there is a mature experience, are not subject to the table limit.

3.2.3 use longer temporary slope gradient should be based on engineering geology and slope height, combined with similar stability of soil slope value. Such as geological conditions, soil (or rock) more uniform quality, height in the 10m temporary slope gradient should be determined according to table 1-4:
Table 1-4 of the various types of soil cut slope
Categories of soil slope (height: width)
1 sand (not including sand and silty sand) 1:1.25~1:1.15

Hard 1:0.75~1:1.00
Hard plastic 1:1.0~1:1.25
Filling hard, hard plastic clay 1:0.5~1:1.00
Filling sand 1:1.00~1:1.50
Note: when there is a mature experience, are not subject to the table limit.

3.2.4 cutting through different types of soil (or rock) or depth of more than 10m, its slope can be made into a broken-line or steps.
3.2.5 city cut due to limitations of nearby buildings, and when the piles are used, you can slope, but piles of construction programs.
3.3 excavation (Groove) or when a trench should rationally determine the depth of excavation sequence, the route and the.
3.3.1 large Foundation pit excavated by bulldozers (Groove), generally from both sides or top (vertical) moving, towards the middle or top soil, temporary accumulation and horizontal soil away from the Foundation pit (Groove) on each side.
3.3.2 excavation of large Foundation pit using scrapers (Groove), vertical branch, stratified according to the grade line of shovels down, but each floor centerline location should be slightly higher than the sides to prevent accumulation.
3.3.3 used backhoe, shovel excavator excavation (Groove) or when the channel, there are two methods of its construction;
3.3.3.1 end dig law: excavators from the pit (Groove) or ends to back of the trench method of excavation. Configuration on either side of excavators dump truck shipments.
3.3.3.2 lateral excavation methods: excavation side along the pit (Groove) or the side of the trench, dump trucks on the other side of the ship.
3.3.4 when excavators move along the cut edge, machinery from the upper edge of the slope shall not be less than the width of the Foundation pit (Groove) or trench depth of 1/2. As the digging deeper than 5M, should be determined according to professional construction programmes.
3.4 excavation should be staged sequentially from top to bottom. Made in a slope at any time, in order to facilitate emptying.
3.4.l in the excavation process, should feel free to check out the Groove wall and slope of the State. The depth is greater than 1.5M, according to the changes in soil conditions, we should do a pit (Groove) or trench support preparation, to prevent collapse.
3.4.2 excavation (Groove) and the trench shall not be dug to the design height of the following, if not exactly digging base elevation is to design, persistence of elevation above a layer of soil is not dug, to copy after ping, dug by hand.
Persistence layer: scrapers, bulldozers dug, 20cm; backhoe used backhoe, shovel and shovel dug, 30cm.
3.4.3 in machinery construction dig into Earth, mining should be manual at any time, and trolleys to transport Earth machinery to dig the place, so as to use the machinery of cherry-picking.
3.5 repair help and clear bottom. From trough bottom design elevation 50cm help, copy line, nailed a small wooden stick, and interned with artificial layers of cherry-picking. While both ends of axis (centerline) Latrun line (with a small wire or wire), check from the slot size, determine the width of Groove standard, to repair slot. Finally clear the bottom of Earth.
3.5.1 the bottom after repair level, quality inspection and acceptance.
3.5.2 excavation (slots) for earth moving, in field conditions when stacked, must have sufficient backfill need good soil; excess earth should be removed to avoid second handling.
3.6 rain, winter:
3.6.1 excavation should not be conducted during the rainy season, or work surfaces should not be too large, should be done piecemeal, by staging.
3.6.2 rain during construction in the excavation (Groove) or when the trench, should pay attention to slope stability. If necessary, appropriate slow slope, or braces. While in the pits (Groove) outside surrounded by Earthen berms or digging ditches, prevent surface water from entering. Always check on the slope, support, an embankment and found the problem to deal with.
3.6.3 excavation should not be in the winter. If it is necessary at the time of construction in winter, its method of construction should be carried out by winter programme.
3.6.4 to prevent freezing when excavation and earth-moving, but before the freeze, covered with insulation material or soil tilling raking, plowing depth should be determined according to local temperature conditions. Not less than 30cm.
3.6.5 excavation (Groove) or when a trench, you must prevent the Foundation of Foundation soils and cold. Should set aside an appropriate thickness of basement elevation above the loose Earth. Or cover it with other insulation materials. If the excavation Earth causes nearby buildings or structure of ground and Foundation exposed, antifreezing measures should be taken to prevent freezing damage.
4 quality criteria
4.1 project:
4.1.1 column base, pit, trench, trench and soil soil of the site must comply with the design requirements and no disturbances.
4.2 allowable deviation, as shown in table l-5.

Earthworks excavation and site grading allows deviation

Serial number item tolerance (mm) test method

2
3 surface elevation
Length, width,
Slope on the steep +0-50
-0
Does not allow for level checking
Theodolite, cable and standard inspections
Observation or using a slope-scale inspection
Table 1-5
5 finished product protection
5.1 positioning axis standard pile, pile, standard and standard, Dragon door, dug Earth must not hit touch, nor may you rest on the Dragon door. And should always measure and checking its position, level elevation and slope meets the design requirements. Positioning standard benchmarks and standards should also be regularly repeated and check that they are correct.
5.2 when the excavation should be the protection of neighbouring buildings or structures, roads, pipelines, such as subsidence and deformation will occur. And design units or units should be consulted when necessary, protective measures, and settlement and displacement observation during construction.
5.3 If artifacts are found in the construction or Tomb Raider, should be protected and should be reported to the local authorities in a timely manner, to continue construction. If there are any permanent target for the measure or established long-term geological and seismic observation points, and so on, should be protected. Laying in the ground or underground pipelines, cables, lots of earth-moving construction, prior written consent of the relevant authorities, construction should take measures to prevent damage to the pipeline, causing a serious accident.
6 quality problems to be noticed
6.l basement overbreak: excavation (Groove) tunnel shall not exceed the base level. If the place when over, it should be agreed by the design unit, not allowed to deal with.
6.2 base unprotected: pit (Groove) excavated to minimize soil disturbance. Case basis not timely construction, can be reserved in substrate elevation above 30cm soil is not dug, dug until you can do basic.
6.3 construction order unreasonable should be carried out strictly according to the construction plan set and construction order Earth excavation, care should be taken first from the lower excavation, subparagraph layering, in turn, form a certain slope to facilitate drainage.
6.4 sinking of construction machinery: construction must be aware of soil and groundwater. Bulldozers, scrapers, takes in the underground water level 0.5M push above shoveled Earth; backhoe digging in the ground-water level above 0.8M is generally required, in case of mechanical weight sinks. Shovel Excavators digging the step height shall not exceed the maximum cutting height of 1.2 times.
Undersize 6.5 excavation, slope too steep: pit (Groove) width of the excavation or trench bottom and slopes, in addition to considering the size requirements should be based on the need to increase the Width of the construction, such as drainage, support structures, such as the width you want.
6.6 when rainy season, trench, pit should be set aside at the end of 30cm soil, then you hit concrete pad to the design height.
7 quality records
This standard shall meet the following quality records:
Engineering geology investigation report of 7.1.

Engineering location measurement records.