CN106284431A - Phenomenon invention structure way according to water is complete waterproof theory - Google Patents
Phenomenon invention structure way according to water is complete waterproof theory Download PDFInfo
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- CN106284431A CN106284431A CN201610814360.4A CN201610814360A CN106284431A CN 106284431 A CN106284431 A CN 106284431A CN 201610814360 A CN201610814360 A CN 201610814360A CN 106284431 A CN106284431 A CN 106284431A
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- water
- fulcrum
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- coiled material
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 48
- 239000000463 material Substances 0.000 claims abstract description 37
- 230000008595 infiltration Effects 0.000 claims abstract description 24
- 238000001764 infiltration Methods 0.000 claims abstract description 24
- 239000011800 void material Substances 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 9
- 239000010410 layer Substances 0.000 claims description 34
- 239000002344 surface layer Substances 0.000 claims description 12
- 239000004033 plastic Substances 0.000 claims description 11
- 229920003023 plastic Polymers 0.000 claims description 11
- 238000009877 rendering Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 238000010422 painting Methods 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims description 3
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical class C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 claims description 2
- 239000002390 adhesive tape Substances 0.000 claims description 2
- 239000003292 glue Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 210000004243 sweat Anatomy 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
- 239000007788 liquid Substances 0.000 abstract description 5
- 230000005494 condensation Effects 0.000 abstract description 4
- 238000009833 condensation Methods 0.000 abstract description 4
- 239000012530 fluid Substances 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000000053 physical method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000001802 infusion Methods 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D5/00—Roof covering by making use of flexible material, e.g. supplied in roll form
- E04D5/10—Roof covering by making use of flexible material, e.g. supplied in roll form by making use of compounded or laminated materials, e.g. metal foils or plastic films coated with bitumen
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Phenomenon invention structure way according to water is complete waterproof theory, belongs to buildings waterproof field, and leakage of building rate is world-famous puzzle more than 60%, and the way that the present invention creates from the physical phenomenon of water is only complete waterproof theory with the combination of current material waterproofing process.The crack of roofing and top board is exactly fluid communication pipe, makes and can cut off the rainwater UNICOM in crack with the void layer of draining together in techonosphere, and just as the rubber tube of transfusion is cut a breach, liquid just cannot continue to flow out from syringe needle.Underground engineering is immersed in subsoil water for a long time, there are moist, condensed water (condensation) and three kinds of phenomenons of crack infiltration, basement is painted and concrete terrace makes the measuring body hollow layer of fulcrum, automobile pressure can be born, block moist and condensation, make net region at body structure surface again, the position in crack can be found from the flow direction of infiltration, repair structural cracks.
Description
One, technical field
The invention belongs to buildings waterproof, relate generally to bear the roofing of rainwater, underground engineering top board and ground under water
Lower engineering structure wall and base plate, set up according to the physical characteristic of water and construct way accordingly.
Two, background technology
Whole nation construction quality statistics, percolation ratio is more than 60%, and national regulation has " Technical code for roof engineering " GB50345,
" Technical code for water proof in underground engineering " GB50108, is to add that the combination of waterproof material is as construction using waterproof concrete structure
Way, it is therefore an objective to improve the density of material, reach waterproof quality, it is waterproof that the present invention is classified as chemistry.Both domestic and external waterproof
Principle is all chemistry waterproof method, so leakage of building is also world-famous puzzle.
Build by different external source, building can be produced different effects, go research from the physical phenomenon of water
Improving buildings waterproof quality, the present invention is classified as physical method, chemically plus physical method, is the complete of buildings waterproof
Arrange opinion, buildings waterproof quality can be improved for a long time.
Three, summary of the invention
Roof and underground structure top board bears heavy rain, just produces water pressure, building cracks when rainwater amasss on building coats
Being exactly airtight cross over pipe, extraneous water pressure can continue to transmit water pressure, when in cross over pipe by the liquid in cross over pipe
Liquid flows to indoor from gap and is formed for seepage.The physical method of the present invention is: making in techonosphere together can be with draining
Void layer cut off liquid UNICOM, making infiltration discharge in not having resistant void layer, even if there is gap, also there is no pressure
Transmission.Just as the infusion process of hospital, if the rubber tube of transfusion is cut off one breach, liquid will flow out from breach,
Rather than syringe needle flows out.
Underground engineering structure wall and base plate are immersed in subsoil water forever, owing to existing construction technology is rendering to be directly made in
On structure metope, being directly made on structure base slab by concrete surface layer, capillarity can transmit humidity, and internal-external temperature difference makes chamber internal surface produce
Raw condensed water (condensation), and structural cracks is hidden by surface layer after producing infiltration, it is impossible to and finding crack location, these are all ground
The phenomenon of lower water.The structure way of the present invention is: 1, by the rendering being originally closely combined and terrace, make fulcrum measuring body
Hollow surface layer, can bear automobile pressure.Disconnect the humidity of capillarity conduction with air layer, make again condensed water (condensation) occur
At body structure surface rather than chamber internal surface, these water yields are the least, can vaporize voluntarily in hollow layer.2, at body structure surface cement
Mortar or fine-stone concrete grid division, it is stipulated that the flow path of structural cracks infiltration, finally flow into sump, then in sump
If structure infiltration collecting box.This water percolating capacity of structural cracks is relatively big, can flow into sump along the path of regulation, use endoscope
Can position and find structural cracks, a small amount of hollow surface layer is chiseled, directly repair structural cracks with existing repairing technique, then recover
Hollow surface layer.
Specific practice is:
When plastic board, coiled material or rubber, the anti-horizontal plate of Colophonium class, coiled material produce, with shaper or other manufactures
Coiled material that method is made one side have intensive fulcrum or bar shaped rib, fulcrum or bar shaped rib can be entity can also be cup-shaped,
The edge of coiled material is made can be mutual joining variously-shaped, can be that plane overlap joint, fulcrum hasp, hot weld connection or adhesive tape are viscous
Close.Can make one side is plane, and another side is fulcrum or rib, it is also possible to making two sides has fulcrum or bar shaped rib.Fulcrum can
To be determinant, it is also possible to be staggered cross arrangement.When for bearing flat roof deck and the underground engineering top board of rainwater, in structure
Sloping layer is first done on plate, then with having the flat coiled material of intensive fulcrum or bar shaped rib by the connection closed in the techonosphere of surface layer
Become uppermost waterproof layer void layer together with making between waterproof layer again, or with upper and lower twice waterproof layer, do not glue
Close, the middle interval grid that bending is uneven together, become void layer, with ejectment percolating water, and the transmission of cross over pipe can be blocked.?
This void layer and roofing drain port UNICOM in flat roof deck, infiltration can flow into drain gully；In underground engineering top board, void layer prolongs
Reach the edge of underground engineering, make infiltration can flow out in the peripheral soil layer of underground engineering.
When being used for the structural wall interior hollow surface layer being forever immersed in subsoil water, post intensive fulcrum on structure metope upper berth
Or the flat board of bar shaped rib or coiled material, fulcrum or rib are towards structural wall, press Os Draconis, Os Draconis spacing 100～600mm, use expanding screw
Bolt or steel nail squeeze into structural wall through Os Draconis and coiled material, Os Draconis and coiled material are fixed on the wall, become hollow surface layer, it is also possible to again
Put steel wire or fiber mesh cloth, make hollow and paint.The row of one level is had in each layer in the empty polycrystalline substance plane painted
Ditch, gutter can be made unlimited or hidden, can find the upright position that structural wall sweat is flowed out, by draining
The percolating water of ditch, from the boring of floor, the water diversion article of comb to base surface, is brought straight down in the sump of base plate, from sump
It can directly be seen that whether the structural wall of this viewing area produces structure oozes in edge or the infiltration collecting box installed on edge
Water.In order to make plastic plate and rendering layer have physically better gmatjpdumamics, therefore make the product of forward and backward empty cup fulcrum with plastics
Product, before fulcrum height 5～40mm, after fulcrum height 1～20mm, before empty cup fulcrum can insert rendering mortar, after
Face fulcrum wraps in rendering, can have with rendering and more be engaged.Make the plastic keel of ribs again, in the appearance of Os Draconis
Making and can be engaged the limit mouth painting mortar, the height of Os Draconis rib is 3～300mm, and width is 5～500mm.
When for underground engineering base plate hollow floor, structure base slab is affixed with intensive fulcrum or the flat board of bar shaped rib
Or coiled material, fulcrum or rib are towards structure base slab, then pouring concrete on coiled material face, it is also possible in concrete topping, place reinforcing bar
Net, makes hollow concrete terrace.In order to find the position in structure infiltration crack, therefore body structure surface is made grid division, in structure
The surface cement mortar of base plate or fine-stone concrete make the boundary gradient between sump, make structure infiltration can flow near collection
Well, can see the situation that flows down of infiltration at the limit wall of sump or install infiltration collecting box, with drawing at the limit wall of sump
Infiltration is all introduced collecting box by tank, can conveniently observe the situation that structure seeps water.If flooring rinse water is mixed into knot
Structure seeps water, then cannot judge whether to produce infiltration crack, therefore install Prefabricated Concrete gutter, make gutter separate with hollow floor
Opening, the rinse water in gutter is directly entered sump.
Owing to the building scale of construction is very big, expand with heat and contract with cold and sedimentation and deformation, open work and construction period, being dried of structured base layer
Degree, connection quality of waterproof material etc., cause the chemical method of single raising quality of materials cannot accomplish the most consistent matter
Amount.And the condensed water that the capillarity of underground engineering and the temperature difference produce is not the scope that waterproof material can solve.So this
The bright external source according to roofing Yu underground engineering, difference establishes the physical method of correspondence, with current material waterproof method
Combination, is only complete waterproof theory.
Four, accompanying drawing explanation
Fig. 1 is the fulcrum plane graph of flat board or coiled material, and fulcrum can be determinant, it is also possible to be that staggered cross is arranged.
Fig. 2 is the bar shaped rib plane graph of flat board or coiled material.
Fig. 3 is Fig. 1 1-1 section and Fig. 2 2-2 profile, and fulcrum and rib are all entities, and Fig. 3 a fulcrum or rib are two-sided
Entity.
Fig. 4 is Fig. 1 1-1 section and painting 2 2-2 profiles, and fulcrum and rib are all cup-shapeds, and Fig. 4 a fulcrum or rib are two-sided
Empty cup.
Fig. 5 is roof structure profile.
Fig. 6 is underground engineering top board profile.
Fig. 7 is the profile of underground engineering wall surface hollow layer and hidden gutter.
Fig. 8 is the profile of underground engineering wall surface hollow layer and unlimited gutter.
Fig. 9 is that metope hollow paints the plane graph having two-sided cup-shaped fulcrum plastic board.
Figure 10 is the 3-3 profile of Fig. 9.
Figure 11 is plastic keel profile.
Figure 12 is the profile of underground engineering base plate hollow floor and the boundary gradient.
Figure 13 is the floor map of the gradient of demarcating in underground engineering base surface.
Figure 14 is the gutter plane graph with gutter at underground engineering base plate sump edge.
Figure 15, Figure 16 are the gutter profiles with gutter at sump edge.
Figure 17 is the profile in gutter and hollow floor.
Five, specific implementation method
Fig. 1, Fig. 2 are flat board or web strip fulcrum or bar shaped rib, have fulcrum or rib mouth in the plane of sheet material 1.
Fulcrum or the rib of Fig. 3, Fig. 3 a profile are entities, and the fulcrum of Fig. 4, Fig. 4 a profile or rib are sky cup-shaped.
Fig. 5 roofing section, at structure waterproof layer 4 together with looking for and having above slope 3, waterproof layer has one band fulcrum or
The sheet material 5 of bar shaped rib, fulcrum downwards and forms void layer 6 between waterproof layer, or one waterproof layer above and bent intermediate
Uneven grid, forms 5 and 6, is surface layer 8 on sheet material 5, void layer 6 and downpipe 8 UNICOM.
Fig. 6 underground engineering top board section is identical with the structure way of Fig. 5, and void layer 6 is peripheral native with underground engineering edge
Layer 9 UNICOM.
Fig. 7 is metope hollow layer section, is affixed with fulcrum or the flat board of bar shaped rib in the indoor of underground engineering structure wall 10
Or coiled material 5, press Os Draconis 12, squeeze into structural wall 10 with expansion bolt or steel nail 13 through Os Draconis and coiled material, it is also possible to put steel wire
Net or fiber mesh cloth 14, do rendering 15.One hidden gutter 17, gutter are made with water bar 11 in structural plan 16
Interior water uses pipeline ejectment from plate hole 18 until entering sump.
Fig. 8 is to have the gutter 17 opened wide together on structural plan 16, seeps water from plate hole 18 pipeline ejectment until collecting
Well.
Fig. 9, Figure 10 are to have free cup fulcrum 20 and the most empty cup fulcrum 21 on the plastic board 19 of two-sided cup-shaped fulcrum.
Figure 11 is plastic keel section, and ribbed stiffener 22 improves the rigidity of Os Draconis, and Os Draconis limit mouth 23 also makes bound edge shape.
Figure 12,13,14,15,16,17 are all structure base slab 24 and sump 25, have fulcrum or the flat board of bar shaped rib or volume
Material 5, hollow floor 27, the boundary gradient 26, gutter 28, infiltration collecting box 29, the plane in gutter 30, section, node diagram.
In structure base slab 24, it is distributed sump 25, by the boundary gradient 26, body structure surface is divided into net region.It is covered with again
Fulcrum or the flat board of rib or coiled material 5, face is watered terrace concrete 27 again and makes hollow floor, fluted at the edge of sump 25
28 or separately fill gutter 28 in side, make infiltration introduce collecting box 29, gutter 30 is that ejectment surface clean water directly enters to catchment
Well 25, separates with hollow floor 27.
Claims (10)
1. inventing structure way according to the phenomenon of water is complete waterproof theory, when flat roof deck and underground work for bearing rainwater
During journey top board, it is characterized in that: with having between intensive fulcrum or the flat coiled material of bar shaped rib and waterproof layer in the techonosphere of surface layer
Make one void layer, with ejectment percolating water, and the transmission of cross over pipe can be blocked.
2. as claimed in claim 1, inventing structure way according to the phenomenon of water is complete waterproof theory, it is characterized in that: flat
This void layer and roofing drain port UNICOM in roofing, infiltration can flow into drain gully；In underground engineering top board, void layer extends
To the edge of underground engineering, make infiltration can flow out in the peripheral soil layer of underground engineering.
3. inventing structure way according to the phenomenon of water is complete waterproof theory, it is characterized in that: plastic board, coiled material or rubber
When glue, the anti-horizontal plate of Colophonium class, coiled material produce, the coiled material one side made by shaper or other manufacture methods has intensive fulcrum
Or bar shaped rib, fulcrum or bar shaped rib can be entity can also be cup-shaped, the edge of coiled material is made can be the most joining
Variously-shaped, can be plane overlap joint, fulcrum hasp, hot weld connection or adhesive tape bonding, it is also possible to make two sides have fulcrum or
Bar shaped rib.
4. inventing structure way according to the phenomenon of water is complete waterproof theory, when for underground engineering wall surface hollow surface layer,
It is characterized in that: post intensive fulcrum or the flat board of bar shaped rib or coiled material, fulcrum or rib on structure metope upper berth towards structural wall, pressure
Upper Os Draconis, Os Draconis spacing 100～600mm, squeeze into structural wall, by Os Draconis and volume with expansion bolt or steel nail through Os Draconis and coiled material
Material is fixing becomes hollow surface layer, it is also possible to put steel wire or fiber mesh cloth more on the wall, makes hollow and paints.
5. as claimed in claim 4, inventing structure way according to the phenomenon of water is complete waterproof theory, it is characterized in that: often
The gutter of one level, gutter is had to make in the polycrystalline substance plane that layer hollow is painted unlimited or hidden, all
The upright position that structural wall sweat is flowed out can be found, the percolating water in gutter is re-introduced in the sump of base plate, from collection
It can directly be seen that whether the structural wall of this viewing area produces in the edge of well or the infiltration collecting box installed on edge
Structure seeps water.
6. inventing structure way according to the phenomenon of water is complete waterproof theory, when painting for metope hollow layer, and its feature
Be: make the product of forward and backward empty cup fulcrum with plastics, before fulcrum height 5～40mm, after fulcrum height 1～20mm,
Above empty cup fulcrum can insert rendering mortar, after fulcrum wrap in rendering, can have with rendering and more be engaged.
7. inventing structure way according to the phenomenon of water is complete waterproof theory, when being used for fixing coiled material, it is characterized in that: make
Having the plastic keel of ribs, the appearance at Os Draconis is made and can be engaged the limit mouth painting mortar, the height of Os Draconis rib 3～
30mm, width is 5～500mm.
8. inventing structure way according to the phenomenon of water is complete waterproof theory, and when for ground lower shoe hollow floor, it is special
Levy and be: on structure base slab, be affixed with intensive fulcrum or the flat board of bar shaped rib or coiled material, fulcrum or rib towards structure base slab, then
Pouring concrete on coiled material face, it is also possible to place bar-mat reinforcement in concrete topping, make hollow concrete terrace.
9. as claimed in claim 8, inventing structure way according to the phenomenon of water is complete waterproof theory, it is characterized in that: at knot
The surface cement mortar of structure base plate or fine-stone concrete make the boundary gradient between sump, make structure infiltration can flow near
Sump, can see the situation that flows down of infiltration at the limit wall of sump or install infiltration collecting box at the limit wall of sump, use
Infiltration is all introduced collecting box by gutter, can conveniently observe the situation that structure seeps water.
10. as claimed in claim 8, inventing structure way according to the phenomenon of water is complete waterproof theory, it is characterized in that: install
Prefabricated Concrete gutter, makes gutter separate with hollow floor, and the rinse water in gutter is directly entered sump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610814360.4A CN106284431A (en) | 2016-09-09 | 2016-09-09 | Phenomenon invention structure way according to water is complete waterproof theory |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610814360.4A CN106284431A (en) | 2016-09-09 | 2016-09-09 | Phenomenon invention structure way according to water is complete waterproof theory |
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| Publication Number | Publication Date |
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| CN106284431A true CN106284431A (en) | 2017-01-04 |
Family
ID=57709915
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610814360.4A Pending CN106284431A (en) | 2016-09-09 | 2016-09-09 | Phenomenon invention structure way according to water is complete waterproof theory |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700554A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Underground engineering hollow floor and wall, the damp proof insulation way of post |
| CN107700800A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Hollow rendering layer is made with plane drain bar with ribbing and keel |
| CN108589794A (en) * | 2018-04-04 | 2018-09-28 | 上海三彩塑料排水板工程有限公司 | Leakage of underground engineering, moist repairerment method |
| CN108612267A (en) * | 2018-04-04 | 2018-10-02 | 上海三彩塑料排水板工程有限公司 | The method for eliminating water pressure using percolating water cross over pipe is blocked in roofing |
| CN111779039A (en) * | 2019-04-04 | 2020-10-16 | 上海三彩科技发展有限公司 | Method for pre-burying cleaning water and structure seepage water collecting observation box on basement bottom plate |
| CN111851545A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Method for installing inspection cover plate in hollow painting drainage ditch |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700554A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Underground engineering hollow floor and wall, the damp proof insulation way of post |
| CN107700800A (en) * | 2017-09-29 | 2018-02-16 | 上海三彩科技发展有限公司 | Hollow rendering layer is made with plane drain bar with ribbing and keel |
| CN107700554B (en) * | 2017-09-29 | 2021-12-14 | 上海三彩科技发展有限公司 | Moisture insulation method for hollow terrace, wall and column of underground engineering |
| CN108589794A (en) * | 2018-04-04 | 2018-09-28 | 上海三彩塑料排水板工程有限公司 | Leakage of underground engineering, moist repairerment method |
| CN108612267A (en) * | 2018-04-04 | 2018-10-02 | 上海三彩塑料排水板工程有限公司 | The method for eliminating water pressure using percolating water cross over pipe is blocked in roofing |
| CN111779039A (en) * | 2019-04-04 | 2020-10-16 | 上海三彩科技发展有限公司 | Method for pre-burying cleaning water and structure seepage water collecting observation box on basement bottom plate |
| CN111851545A (en) * | 2019-04-29 | 2020-10-30 | 上海三彩科技发展有限公司 | Method for installing inspection cover plate in hollow painting drainage ditch |
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Application publication date: 20170104 |