1 scope
This technology is applicable for
industrial and civil construction of fine stone concrete ground surface.
2 construction preparation
2.1 materials and equipment:
2.1.1 cement: No. 425, should be used more
than Portland cement and ordinary Portland cement and slag Portland cement.
2.1.2 sand: sand, clay is less than 5%.
2.1.3 stones: coarse aggregate with a stone
maximum particle size should not be greater than the thickness of the surface
layer of 2/3. Fine stone concrete surface stone size should not be larger than
15mm.
2.1.4 main machinery: concrete mixers,
vibrating Board, transport cart, small buckets, half a bucket, broom, 2m feet,
wood iron roller, trowel, flat spade, wire brushes, chisels, hammers, iron
trowel.
2.2 operating conditions:
2.2.1 interior walls have been playing
+50cm horizontal lines.
2.2.2 riser through the floor has been
finished, it tube hole plug the Compact. Electric pipe buried in the ground had
done hidden procedures.
2.2.3 door frame has been installed and is
ready to protect, on the inside door frame nailed to wooden or metal.
2.2.4 when grass-roots for precast concrete
panels and joints should be filled compacting plate end cracks control measures
should be taken.
3 operational processes
3.1 fine stone concrete process:
Elevation, elastic surface horizontal → base → water wet
plaster cake →
→
Pouring of reinforced brush grain slurry → → → → surface layer of
fine stone concrete light maintenance
3.1.1 for elevation, elastic surface level:
according to the +50cm horizontal height lines already on the wall, measure of
ground level play on the surrounding walls, and room outside the building
elevation, stairs, platforms, time echoed through consensus.
3.1.2 base treatment: first clean dust,
slurry and then glued to the base skin scraping, using lye to oil brushes off,
finally flush with the grass-roots level with water.
3.1.3 sprinkler wet: in surface layer on
the surface of the grass-roots level the day before watering moist.
3.1.4 the plaster cake: according to pop
level of surface elevations, horizontal stringing, same stone concrete mix and
bean mix plaster of bread, anyway 1.5M, gray on the cake is the surface
elevation above sea level.
3.1.5 reinforcement: larger room is ground
to ensure smoothness and have to do muscle (or red muscle), in a gray pie as a
standard bar bar, screed leveling, as criteria for casting of fine stone
concrete surface layer thickness.
3.1.6 pigment slurry with coats: laying of
fine stone concrete surface before, have brushes on wet grass-roots 1:0.4~0.5
(cement: water) of plain cement slurry, don't brush area is too large, you want
to shop with the brush with fine stone concrete to avoid too long slurry drying
causes surface layer hollowing.
3.1.7 fine stone concrete pouring:
3.1.7.1 fine stone concrete mix: fine-stone
concrete surface layer strength test according to design requirements, such as
when there is no requirement, shall be not less than C20, calculated by laboratories
according to the raw material mix, stir the mixer, the slump should not be
greater than 30mm. And according to national standards of concrete structures
engineering construction and acceptance specification for the provision of
concrete blocks, each layer of surface engineering of buildings should not be
set less, when each layer of surface engineering construction area of over
1000m2, with each additional 1000m2 each of a set of blocks, less than 1000m2
on a 1000m2 basis. When changing the mix, should also make blocks.
3.1.7.2 surface layer fine stone concrete
laying: will mixing good of fine stone concrete Pu wipe to ground grass-roots
Shang (water mud combined layer to with brush with PU), shortly thereafter with
2m long scraping bar along standard reinforced scraping flat, then with drum
(common of for diameter 20cm, length 60cm of concrete or iron business drum,
thickness more thick Shi application flat vibration device) roundtrip, and
aspect rolling, as has concave at with with tie than concrete filled, until
surface layer appeared bleeding phenomenon, sub a layer dry mix cement sand
(1:1= cement: sand) mix collection material And sow (grit 3mm screenings), and
2m bar leveling scraper (when you need to walk back out of the room).
3.1.8 surface layer, light:
3.1.8.1 person gray-after absorbing water,
use wood trowel scrub, wipe, dry cement-sand mixture and mixing of fine stone
concrete, bringing the surface layer to compact.
3.1.8.2 first time pressure: with an iron
trowel and gently press it again until the pulp so far.
3.1.8.3 second time pressure: mortar after
initial set, footprints on the ground surface but go when it is not sinking,
second time pressure with iron trowel, smoothed pits, sand holes filled, taken
not to leak.
3.1.8.4 third pressure: face to face before
the final set of the mortar that people step on it a little footprints, with a
trowel pressure when there is no trace of iron, iron trowel again, this time to
squeeze the pressure, pattern to flatten all the calendering, reach the surface
hardening of surface bright and clean.
3.1.9 conservation: surface pressure upon
completion of 24h (conditional can be covered with plastic film when curing)
for water conservation, not less than 2 times a day, maintenance time is
generally at least not less than 7d (the room should be closed during
maintenance access).
3.1.10 winter ambient temperature should
not be below 5 degrees Celsius.
3.2 rough aggregate concrete ground surface
layer of construction: and said once wipe light method or original pulp wipe
surface method, General is in pouring concrete pad layer Shi (or pouring now
poured concrete floor Shi), while will surface layer material Pu wipe in
surface layer Shang at for wipe flat pressure light of operation process, such
do due to grass-roots and surface layer while construction, upper and lower
layer while condensation, so has combined close whole
Attempt is good, the advantages of quick
construction, cement conservation, the process is: pouring concrete pad (or a
concrete floor) →
Surface layer, pressure →
conservation. References 3.1.7-3.1.9.
4 quality criteria
4.1 project:
4.1. materials, strength of 1 (mix) and
density specification for design and construction requirements must be met:
4.1.2 combination of surface layer and the
grass-roots level to be fixed, no empty drums.
4.2 Basic project:
4.2.1 pavement surface is clean, free of
cracks, peeling, Matt surface and sand, and so on.
4.2.2 to drain the surface, the slope meets
the design requirements, no flashing, no leakage, no water retention, and a
floor drain (pipe) with tight smooth.
4.2.3 edge where it touches the edge of the
surface material and dimensions comply with the specification for design and
construction requirements.
4.3 allowable deviation, as shown in table
7-4.
Cement concrete pavement allows tables to
be errors and the test method 7-4
Serial number item tolerance (mm) test
method
1 5 2m surface flatness on foot and wedged
feeler Gage check
2 sew Geping straight 3 la 5M, less than 5M
Latrun line and length check
5 finished product protection
5.1 in the process, pay attention to grey
two-wheeled delivery vehicles shall not be damaged door frames and laying of
pipeline at the grassroots level.
5.2 surface pressure at any time during the
erase footprints, and closed all the pathways through the operating room.
5.3 surface laminated light let's give the
conservation process, closed the door and access, there shall be no other types
of operation to avoid phenomena of surface sand.
5.4 the conservation time meets the requirements
you can master operation, preventing hard to scratch the ground and prevent
pollution of the surface layer in the paint process.
6 quality problems to be noticed
6.1 layer of sand, skin: due to lack of
cement grade or use cement, large ratio pressure enough, curing premature
during other procedures, could easily lead to sand. Sprinkle dry cement in the
process (sub-sand-cement mixture) is uneven, thick and thin, an uneven cement
layer formed on the surface, does not combine well with concrete, can cause
surface from the skin. If there is bleeding, immediately sprinkle sand-cement
(1:1= cement: sand) dry mix, and uniform, thick, wooden trowel rubbed to hard
pavement and concrete are combined together into a whole.
6.2 layer hollowing and crack: grassroots
as a shop before fine stone concrete is not clean, such as cement and oil, or
brush cement bonding area is too large with a broom swept, dumped pulp and so
easily lead to surface air drums. Due to the slump of the concrete is too large
rolling back too much water, and sprinkle dry mix has not been completed before
the final set after pressing process, resulting in surface layer structure is
not close easy to crack.
6.3 layer lines, not only: iron trowel
pressure a few times mainly due to insufficient or let's give too early last
time pressure when pressure evenly, wipe pattern pressure pressure.
7 quality records
This standard shall meet the following
quality records:
7.1 cement factory certificate and retest
data form.
7.2 in-situ concrete block pressure test
records.
7.3 ground-surface engineering quality
checking and evaluation form.
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