CN108193856A - A kind of construction technology of subsided rest room - Google Patents
A kind of construction technology of subsided rest room Download PDFInfo
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- CN108193856A CN108193856A CN201810012486.9A CN201810012486A CN108193856A CN 108193856 A CN108193856 A CN 108193856A CN 201810012486 A CN201810012486 A CN 201810012486A CN 108193856 A CN108193856 A CN 108193856A
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- 238000010276 construction Methods 0.000 title claims abstract description 34
- 238000005516 engineering process Methods 0.000 title claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 239000000919 ceramic Substances 0.000 claims abstract description 22
- 241000272165 Charadriidae Species 0.000 claims abstract description 11
- 239000011449 brick Substances 0.000 claims abstract description 9
- 238000003860 storage Methods 0.000 claims abstract description 9
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 5
- 239000000835 fiber Substances 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 239000010410 layer Substances 0.000 claims description 52
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 239000011241 protective layer Substances 0.000 claims description 18
- 239000004570 mortar (masonry) Substances 0.000 claims description 17
- 239000011247 coating layer Substances 0.000 claims description 11
- 239000004744 fabric Substances 0.000 claims description 9
- 239000011521 glass Substances 0.000 claims description 9
- 238000005192 partition Methods 0.000 claims description 9
- 238000005034 decoration Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 3
- 229910017435 S2 In Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000007789 sealing Methods 0.000 claims 1
- 230000008595 infiltration Effects 0.000 abstract description 10
- 238000001764 infiltration Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 7
- 108091006146 Channels Proteins 0.000 description 8
- 238000005266 casting Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 102000010637 Aquaporins Human genes 0.000 description 2
- 108010063290 Aquaporins Proteins 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000007799 cork Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/186—Underlayers covered with a mesh or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/02—Specially adapted covering, lining or flooring elements not otherwise provided for for accommodating service installations or utility lines, e.g. heating conduits, electrical lines, lighting devices or service outlets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2290/00—Specially adapted covering, lining or flooring elements not otherwise provided for
- E04F2290/04—Specially adapted covering, lining or flooring elements not otherwise provided for for insulation or surface protection, e.g. against noise, impact or fire
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of construction technologies of subsided rest room, are related to toilet technical field of construction, which includes the following steps, S1, set foundation drainage, and foundation drainage channel is set on structure sheaf；S2, basic waterproof do structurally waterproof layer on structure sheaf；S3 1 builds support column, multiple support column uniform intervals arrangements by laying bricks or stones；S3 2 buries drainpipe, and top drainpipe is buried in the space formed in support column；S3 2.1, water storage test；S3 3 is laid with water suction pervious bed, the mixture of light filling haydite and high hygroscopicity fibre in the chamber of support column formation；S3 4, pours supporting course, shelves bar-mat reinforcement on the support columns and concrete is laid on bar-mat reinforcement；S4, supporting course waterproof；S5 is laid with ceramic tile, and carrying out joint filling in the junction of adjacent ceramic tile forms jointing；The present invention integrates the Stilt layer of water suction and drain function as the whole body by setting, has achieved the effect that reduce toilet infiltration.
Description
Technical field
The present invention relates to toilet technical field of construction, more specifically, it relates to a kind of construction of subsided rest room
Technique.
Background technology
Subsided rest room, which refers to, partly or wholly sinks toilet structure sheaf certain altitude when main body is built, so as to defend
Horizontal drainage pipeline embedment between life is wherein.It is not related to downstairs, improving integrated beauty convenient for this layer of the embedded of drainage conduit of toilet
Noise when sight degree, reduction toilet drainage.
As shown in figure 3, subsided rest room is as follows in work progress, first water pipe is layed on structure sheaf 1, is then being tied
It builds porous brick on structure layer 1 by laying bricks or stones and forms caisson 15, first floor board finish 16 is then done above caisson 15, then in floor topping 16
On do top and waterproof layer 17 and be laid with ceramic tile 14.
But toilet is in use, accomodation ground can frequent ponding, can cause to ooze and lead under water in the course of time
Cause flooring leak situation, and due to subsided rest room by water pipe be embedded to floor inside characteristic, when toilet leak very
Difficulty repairs.
Invention content
In view of the deficiencies of the prior art, the present invention intends to provide a kind of construction work of subsided rest room
Skill integrates the Stilt layer of water suction and drain function as the whole body by setting, has achieved the effect that reduce toilet infiltration.
To achieve the above object, the present invention provides following technical solutions：A kind of construction technology of subsided rest room, such as
Shown in Fig. 1, include the following steps：
S1, set foundation drainage, the pouring structure sloping layer on structure sheaf, and structure sloping layer lowest position drill through it is perpendicular
To through-hole basis of formation drainage channel；
S2, basic waterproof do structurally waterproof layer, and structurally waterproof layer is extended to metope on structure sheaf；
S3, Stilt layer construction：
S3-1 builds support column, cast-in-place multiple support columns, multiple support column equidistant interval arrangements by laying bricks or stones；
S3-2, the pre-buried top drainpipe between support column, top drainpipe include horizontal tube and VERTICAL TUBE, the height of VERTICAL TUBE
More than the top surface after the floor decoration construction with toilet adjacent room；
S3-3 is laid with water suction pervious bed, the mixing of light ceramic and high hygroscopicity fibre is toppled in the space between support column
Object forms water suction pervious bed, and water suction pervious bed flushes setting with the top surface of support column；
S3-4 pours supporting course, and side is laid with bar-mat reinforcement on the support columns, and concrete is laid with above bar-mat reinforcement, treats concrete
After solidification supporting course is formed with bar-mat reinforcement；
S4, supporting course waterproof smear waterproof coating layer above supporting course, and waterproof coating layer extend to it is adjacent with supporting course
On metope, the mortar cover at the top of laying on waterproof coating layer；
S5 is laid with ceramic tile, is cleared up and filled out in top mortar cover laying tiles, and to the junction of adjacent tiles
Seam；Wherein the height of ceramic tile top surface is less than and the top surface after the floor decoration construction of toilet adjacent room.
Through the above technical solutions, when toilet ponding, water first passes through top drainpipe and is discharged；Make for a long time
In the case of, part water is penetrated into from ceramic tile gap, is absorbed by light ceramic and high hygroscopicity fibre；When penetrating into Stilt layer
Water accumulation to a certain extent after under the drainage of structure sloping layer from foundation drainage channel discharge, good draining setting under
Reduce the situation of toilet infiltration.The effect of which part way is as follows, and structurally waterproof layer to metope is extended, can reduce water
Divide situation about being penetrated into from the junction of metope and structure sheaf；It builds support column by laying bricks or stones during construction Stilt layer and is laid with bar-mat reinforcement and can strengthen
The load bearing stength of the supporting course formed after casting concrete reduces the probability that supporting course generates crack when by load, so as to
Reduce the situation that water is penetrated into from supporting course；When constructing supporting course waterproof, the mortar protection at the top of laying on waterproof coating layer
Destruction when layer can reduce construction in later period to waterproof coating layer reduces infiltration；To the junction of adjacent tiles during laying ceramic tile
Clear up simultaneously joint filling, the connectivity between ceramic tile can be strengthened, reduce the situation that water is penetrated into from ceramic tile junction.
Further preferably：In the setting foundation drainage of the S1, water pipe is set in foundation drainage channel interpolation, and
Filling concrete mortar between the inner wall of downcomer outer wall and foundation drainage channel, then at the top of downcomer, covering is slipped through the net.
Using above-mentioned setting, from ceramic tile under the water that oozes discharged again from downcomer by slipping through the net, reduce moisture and be in direct contact
Lower aquaporin leads to the situation of lower aquaporin inner wall infiltration, while slips through the net and can stop large granular impurity, reduces downcomer and is blocked
And the situation that drainage effect is caused to reduce.
Further preferably：In the laying water suction pervious bed of the S3-3, downcomer is corresponded to above water suction pervious bed
Position place partition board, the top of partition board is flushed with the top surface of support column.
Using above-mentioned setting, partition board can stop that the concrete fallen or bulky grain are dirty in supporting course work progress
Object reduces downcomer by the situation of the blockings such as concrete.
Further preferably：In the basic waterproof of the S2, plain mortar is laid with above structurally waterproof layer and forms structure
Fish tail and waterproof layer.
Using above-mentioned setting, structurally waterproof protective layer can protect structurally waterproof layer, reduce staff in work progress
Or damage of the construction equipment to protective layer.
Further preferably：Support column is built by laying bricks or stones in the S3-1, the support template on structurally waterproof protective layer, in mould
Intralamellar part places steel reinforcement cage and casting concrete, then vibrates to concrete, template is removed after concrete initial set and is formed
The support column of truncated rectangular pyramids shape.
Using above-mentioned setting, steel reinforcement cage can strengthen the overall construction intensity of support column, and support column is designed in truncated rectangular pyramids,
One can facilitate the supporting and dismounting of template in construction；Secondly the slump of concrete can be reduced in form removal, coagulation is improved
The globality of soil.
Further preferably：Support column is built by laying bricks or stones in the S3-1, first structurally waterproof protective layer is cleared up and wet
Profit, then support template.
Using above-mentioned setting, structurally waterproof protective layer is cleared up, support column and structurally waterproof protective layer can be reduced
The foul of junction improves the bonding strength of the two.The structurally waterproof protective layer of moistening can preferably be connected with support column
It connects, strengthens the transmission force property of structurally waterproof protective layer and support column
Further preferably：S3-2.1 is added between the S3-2 and the S3-3, the S3-2.1 is tested for water storage, removed
It slips through the net and is sealed downcomer with resilient plug, water storage then is carried out to toilet.
Using above-mentioned setting, water storage test can detect metope or whether toilet floor seeps water, if find infiltration,
Infiltration position is found in time and is repaired, and reduces metope or the situation of toilet floor infiltration after construction.
Further preferably：In the supporting course waterproof of the S4, be laid with above the mortar cover of top at the top of look for slope
Layer so that VERTICAL TUBE is located at the extreme lower position of top sloping layer.
Using above-mentioned setting, when ponding on ceramic tile, water flows to VERTICAL TUBE, and arrange by VERTICAL TUBE along top sloping layer
Go out, achieve the effect that timely draining, reduce the situation that ponding penetrates into ceramic tile.
Further preferably：Supporting course is poured in S3-4, first glass fabric is laid with above water suction pervious bed, makes
It is located between water suction pervious bed bar-mat reinforcement.
Using above-mentioned setting, first, when pouring supporting course, glass fibre can stop the coagulation fallen from bar-mat reinforcement
Soil reduces the situation that concrete blocks downcomer；Secondly, glass fabric has good corrosion resistance and mechanical strength, energy
Enough improve the structural strength of supporting course.
Further preferably：Supporting course is poured in S3-4, the reinforcing bar in the bar-mat reinforcement selects screw-thread steel.
Using above-mentioned setting, screw-thread steel has better tension, compression strength, and secondly the machinery of screw-thread steel and concrete is stung
It is stronger with joint efforts, that is to say, that the bonding strength of bar-mat reinforcement and concrete to be improved, so as to improve the stress performance of structure sheaf.
In conclusion the invention has the advantages that：
1st, by setting Stilt layer, and foundation drainage and water suction pervious bed are set in Stilt layer so that Stilt layer has row
The function of water and waterproof, so as to achieve the effect that reduce toilet infiltration；
2nd, by setting glass fabric and bar-mat reinforcement, the stress performance of supporting course is improved, achievees the effect that reduce ceramic tile cracking.
Description of the drawings
Fig. 1 is the overall structure diagram of embodiment；
Fig. 2 is the A-A sectional views of Fig. 1；
Fig. 3 is the overall structure diagram of the prior art.
In figure, 1, structure sheaf；2nd, structure sloping layer；3rd, foundation drainage channel；31st, downcomer；32nd, it slips through the net；4th, structure is prevented
Water layer；5th, structurally waterproof protective layer；6th, support column；61st, steel reinforcement cage；7th, top drainpipe；71st, horizontal tube；72nd, VERTICAL TUBE；
721st, floor drain；8th, absorb water pervious bed；9th, partition board；10th, supporting course；101st, glass fabric；102nd, bar-mat reinforcement；11st, water-repellent paint
Layer；12nd, top mortar cover；13rd, top sloping layer；14th, ceramic tile；141st, jointing；15th, caisson；16th, floor topping；17th, it pushes up
Portion's waterproof layer;18th, metope.
Specific embodiment
With reference to the accompanying drawings and examples, the present invention will be described in detail.
Embodiment 1：A kind of construction technology of subsided rest room, as shown in Figure 1, including the following steps：
S1 sets foundation drainage, and mortar is poured on structure sheaf 1 and forms structure sloping layer 2, and find structure using horizon rule and look for
The extreme lower position of slope layer 2, then drills through vertical through-hole at this position, and through-hole passes through bathroom floor basis of formation draining
Channel 3.Water pipe 31 is set, and between 31 outer wall of downcomer and the inner wall of foundation drainage channel 3 in 3 interpolation of foundation drainage channel
Filling concrete mortar.Then at the top of downcomer 31, covering slips through the net 32, slip through the net 32 and 31 nozzle of downcomer be engaged by clamping, it is convenient
Dismounting.
S2, basic waterproof do structurally waterproof layer 4, and structurally waterproof layer 4 is extended to metope 18 on structure sheaf 1, wall
4 height of structurally waterproof layer extended on face 18 is not less than 40mm；Plain mortar is laid with above structurally waterproof layer 4 and forms structurally waterproof
Protective layer 5 reduces the destruction to structurally waterproof layer 4 in work progress.
S3, Stilt layer construction：
Stilt layer is made of support column 6 and the supporting course 10 being supported on support column 6.Support column 6 is in 4 upper edge two of structurally waterproof layer
A mutually orthogonal direction is evenly spaced on（With reference to Fig. 2）.
S3-1 builds support column 6 by laying bricks or stones, and first the upper surface of structurally waterproof protective layer 5 is cleared up, removal concrete residue etc.
Foul, and moistened structurally waterproof protective layer 5 with wet rag.Then the support template on structurally waterproof protective layer 5, template are selected
The steel form of the truncated rectangular pyramids setting of upper and lower both ends open is integrally formed and is in, facilitates the progress of construction.It is placed inside steel form
Steel reinforcement cage 61, the height of steel reinforcement cage 61 are more than the height of steel form.Then the casting concrete inside steel form, in casting process
It is vibrated with vibrating spear, to improve the compactness of concrete.Steel form is lifted up after concrete initial set, make concrete with
Steel form detaches, and forms the support column 6 being connected as one with structurally waterproof protective layer 5, and the top of support column 6 is reserved with one
Divide steel reinforcement cage 61.
S3-2, the pre-buried top drainpipe 7 between support column 6, top drainpipe 7 include horizontal tube 71 and VERTICAL TUBE 72,
The height of VERTICAL TUBE 72 be more than with the top surface after the floor decoration construction of toilet adjacent room, it is and close in the top surface of VERTICAL TUBE 72
The elastic cork of envelope reduces the situation that foul in work progress enters and block top drainpipe 7.
S3-2.1, water storage test are removed to slip through the net and 32 and are sealed downcomer 31 with resilient plug, then toilet is stored
Water, the height of water storage are not less than the top surface of support column 6.Whether observation toilet metope 18 seeps water with floor after water storage 24 hours,
If infiltration, finds Reason Of Leakange and repaired in time, the probability to seep water during later stage toilet use is reduced.It stores
After water is tested, the water in toilet is detached.
S3-3 is laid with water suction pervious bed 8, topples over light ceramic and high hygroscopicity fibre in the space between support column 6
Mixture formed water suction pervious bed 8, water suction pervious bed 8 flush setting with the top surface of support column 6.Above water suction pervious bed 8
Partition board 9 is placed, and push partition board 9 in the position of corresponding downcomer 31 so that the top of partition board 9 is flushed with the top surface of support column 6.
S3-4 pours supporting course 10, is first being laid with laying layer of glass cloth 101 above water suction pervious bed 8, and make pre-
The steel reinforcement cage 61 in 6 top of support column is stayed to pass through glass fabric 101.Bar-mat reinforcement 102 is laid with above glass fabric 101,
So that bar-mat reinforcement 102 is supported on support column 6.Then by steel reinforcement cage 61 with steel wire lashing on bar-mat reinforcement 102, then in reinforcing bar
102 top of net is laid with concrete, and supporting course 10 is formed together with bar-mat reinforcement 102 and glass fabric 101 after concrete setting.
Wherein, the reinforcing bar in bar-mat reinforcement 102 selects screw-thread steel.
S4,10 waterproof of supporting course smear twice waterproof coating layer 11, and waterproof coating layer 11 extends above supporting course 10
On to the metope 18 adjacent with supporting course 10, the mortar cover 12 at the top of laying on waterproof coating layer 11；Then in top sand
It starches 12 top of protective layer and is laid with mortar formation top sloping layer 13 so that VERTICAL TUBE 72 is located at the lowest order of top sloping layer 13
It puts.
S5 is laid with ceramic tile 14,13 laying tiles 14 of sloping layer at top, and the junction of adjacent tiles 14 is carried out clear
It manages and joint filling forms jointing 141；Wherein the height of 14 top surface of ceramic tile be less than with after the floor decoration construction of toilet adjacent room
Top surface, the situation in the flow direction room adjacent with toilet when reducing toilet ponding；Finally the top of VERTICAL TUBE 72 is blocked
And floor drain 721 is installed, when ponding on ceramic tile 14, water is discharged by floor drain 721 from top drainpipe 7.
The above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical solutions belonged under thinking of the present invention all belong to the scope of protection of the present invention.It should be pointed out that for the art
Those of ordinary skill for, several improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of construction technology of subsided rest room, which is characterized in that include the following steps：
S1, setting foundation drainage, the pouring structure sloping layer (2) on structure sheaf (1), and in the lowest order of structure sloping layer (2)
The place of putting drills through vertical through-hole basis of formation drainage channel (3)；
S2, basic waterproof do structurally waterproof layer (4), and structurally waterproof layer (4) is set to metope (18) extension on structure sheaf (1)
It puts；
S3, Stilt layer construction：
S3-1 builds support column (6), cast-in-place multiple support columns (6), multiple support column (6) equidistant interval arrangements by laying bricks or stones；
S3-2 buries drainpipe, and the pre-buried top drainpipe (7) between support column (6), top drainpipe (7) is including horizontal tube
(71) and VERTICAL TUBE (72), the height of VERTICAL TUBE (72) are more than and the top surface after the floor decoration construction of toilet adjacent room；
S3-3 is laid with water suction pervious bed (8), topples over light ceramic and high hygroscopicity fibre in the space between support column (6)
Mixture form water suction pervious bed (8), water suction pervious bed (8) with the top surface of support column (6) flushes setting；
S3-4 pours supporting course (10), bar-mat reinforcement (102) is laid with above support column (6), and spread above bar-mat reinforcement (102)
If concrete, supporting course (10) is formed with bar-mat reinforcement (102) after concrete setting；
S4, supporting course (10) waterproof smear waterproof coating layer (11), and waterproof coating layer (11) extends above supporting course (10)
On to the metope (18) adjacent with supporting course (10), top mortar cover (12) is laid on waterproof coating layer (11)；
S5, laying ceramic tile (14), mortar cover (12) laying tiles (14) at top, and to the connection of adjacent tiles (14)
Place clear up and joint filling.
2. the construction technology of a kind of subsided rest room according to claim 1, which is characterized in that in the setting of the S1
In foundation drainage, water pipe (31) is set, and in downcomer (31) outer wall and foundation drainage channel in foundation drainage channel (3) interpolation
(3) filling concrete mortar between inner wall, then at the top of downcomer (31), covering is slipped through the net (32).
3. the construction technology of a kind of subsided rest room according to claim 2, which is characterized in that in the paving of the S3-3
If in the pervious bed (8) that absorbs water, partition board (9), partition board (9) are placed in the position of corresponding downcomer (31) above water suction pervious bed (8)
Top flushed with the top surface of support column (6).
4. the construction technology of a kind of subsided rest room according to claim 1, which is characterized in that on the basis of the S2
In waterproof, plain mortar is laid with above structurally waterproof layer (4) and forms structurally waterproof protective layer (5).
5. the construction technology of a kind of subsided rest room according to claim 4, which is characterized in that in the block of the S3-1
It builds in support column (6), the support template on structurally waterproof protective layer (5), steel reinforcement cage (61) is placed inside template and pours mixed
Solidifying soil, then vibrates to concrete, and the support column (6) that template forms truncated rectangular pyramids shape is removed after concrete initial set.
6. the construction technology of a kind of subsided rest room according to claim 4, which is characterized in that in the block of the S3-1
It builds in support column (6), first structurally waterproof protective layer (5) is cleared up and moistened, then support template.
7. the construction technology of a kind of subsided rest room according to claim 2, which is characterized in that in the S3-2 and institute
It states and S3-2.1 is added between S3-3, the S3-2.1 is water storage test, removes and slips through the net (32) and with resilient plug by downcomer (31)
Then sealing carries out water storage to toilet.
8. the construction technology of a kind of subsided rest room according to claim 1, which is characterized in that in the load-bearing of the S4
In layer (10) waterproof, top sloping layer (13) is laid with above mortar cover (12) at top so that VERTICAL TUBE (72) is positioned at top
The extreme lower position of portion's sloping layer (13).
9. the construction technology of a kind of subsided rest room according to claim 1, which is characterized in that held in pouring for S3-4
In double-layer (10), glass fabric (101) is first laid with above water suction pervious bed (8), it is made to be located in water suction pervious bed (8) steel
Between muscle net (102).
10. the construction technology of a kind of subsided rest room according to claim 1, which is characterized in that in pouring for S3-4
In supporting course (10), the reinforcing bar in the bar-mat reinforcement (102) selects screw-thread steel.
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| CN201810012486.9A CN108193856A (en) | 2018-01-05 | 2018-01-05 | A kind of construction technology of subsided rest room |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643320A (en) * | 2018-05-17 | 2018-10-12 | 圣都家居装饰有限公司 | A kind of sinking toilet construction method |
| CN109811870A (en) * | 2019-03-21 | 2019-05-28 | 四川奥翔圣铭建设工程有限公司 | A kind of segmented combined floor drain double-layer drainage moisture discharge device and construction method |
| CN109930780A (en) * | 2019-03-19 | 2019-06-25 | 浙江君豪建筑装饰设计工程有限公司 | A kind of construction technology of subsided rest room |
| CN111593794A (en) * | 2020-06-08 | 2020-08-28 | 四川海之科技股份有限公司 | Ponding structure is prevented to indoor formula bathroom that sinks |
| CN112081254A (en) * | 2020-09-18 | 2020-12-15 | 福建互华土木工程管理有限公司 | A kind of toilet waterproof structure and its construction method |
| CN112227509A (en) * | 2020-11-02 | 2021-01-15 | 中世诺(北京)科技发展有限公司 | Ultra-thin same-layer drainage floor drain steel frame structure and construction method |
| CN112359986A (en) * | 2020-10-19 | 2021-02-12 | 四川省宏源防水工程有限公司 | Waterproof impervious structure and construction process thereof |
| CN112878443A (en) * | 2021-03-26 | 2021-06-01 | 广州市汉典装饰设计工程有限公司 | Caisson type tertiary drainage system and construction method |
| CN113482277A (en) * | 2021-05-28 | 2021-10-08 | 广东睿华豪墅科技有限公司 | Construction process for backfilling and waterproofing caisson toilet |
| CN114232936A (en) * | 2022-01-11 | 2022-03-25 | 华诚建设集团股份有限公司 | Construction method of waterproof decorative structure of toilet |
| CN114482639A (en) * | 2022-03-10 | 2022-05-13 | 金螳螂精装科技（苏州）有限公司 | Formula of sinking bathroom assembled design mechanism convenient to overhaul |
| CN116220168A (en) * | 2023-04-10 | 2023-06-06 | 重庆豪刻之家装饰设计有限公司 | A home improvement drainage pipe structure and its drainage and waterproof construction technology |
| CN118532022A (en) * | 2024-05-16 | 2024-08-23 | 中国二十二冶集团有限公司 | Waterproof construction method of building toilet |
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| CN108643320A (en) * | 2018-05-17 | 2018-10-12 | 圣都家居装饰有限公司 | A kind of sinking toilet construction method |
| CN109930780A (en) * | 2019-03-19 | 2019-06-25 | 浙江君豪建筑装饰设计工程有限公司 | A kind of construction technology of subsided rest room |
| CN109811870A (en) * | 2019-03-21 | 2019-05-28 | 四川奥翔圣铭建设工程有限公司 | A kind of segmented combined floor drain double-layer drainage moisture discharge device and construction method |
| CN111593794B (en) * | 2020-06-08 | 2021-07-09 | 四川海之科技股份有限公司 | Ponding structure is prevented to indoor formula bathroom that sinks |
| CN111593794A (en) * | 2020-06-08 | 2020-08-28 | 四川海之科技股份有限公司 | Ponding structure is prevented to indoor formula bathroom that sinks |
| CN112081254A (en) * | 2020-09-18 | 2020-12-15 | 福建互华土木工程管理有限公司 | A kind of toilet waterproof structure and its construction method |
| CN112081254B (en) * | 2020-09-18 | 2022-04-08 | 福建互华土木工程管理有限公司 | Toilet waterproof structure and construction method thereof |
| CN112359986A (en) * | 2020-10-19 | 2021-02-12 | 四川省宏源防水工程有限公司 | Waterproof impervious structure and construction process thereof |
| CN112227509A (en) * | 2020-11-02 | 2021-01-15 | 中世诺(北京)科技发展有限公司 | Ultra-thin same-layer drainage floor drain steel frame structure and construction method |
| CN112878443A (en) * | 2021-03-26 | 2021-06-01 | 广州市汉典装饰设计工程有限公司 | Caisson type tertiary drainage system and construction method |
| CN113482277A (en) * | 2021-05-28 | 2021-10-08 | 广东睿华豪墅科技有限公司 | Construction process for backfilling and waterproofing caisson toilet |
| CN114232936A (en) * | 2022-01-11 | 2022-03-25 | 华诚建设集团股份有限公司 | Construction method of waterproof decorative structure of toilet |
| CN114232936B (en) * | 2022-01-11 | 2023-08-15 | 华诚建设集团股份有限公司 | Construction method of waterproof decorative structure of toilet |
| CN114482639A (en) * | 2022-03-10 | 2022-05-13 | 金螳螂精装科技（苏州）有限公司 | Formula of sinking bathroom assembled design mechanism convenient to overhaul |
| CN116220168A (en) * | 2023-04-10 | 2023-06-06 | 重庆豪刻之家装饰设计有限公司 | A home improvement drainage pipe structure and its drainage and waterproof construction technology |
| CN118532022A (en) * | 2024-05-16 | 2024-08-23 | 中国二十二冶集团有限公司 | Waterproof construction method of building toilet |
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