CN207749543U - A kind of composite waterproof system - Google Patents
A kind of composite waterproof system Download PDFInfo
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- CN207749543U CN207749543U CN201820083339.6U CN201820083339U CN207749543U CN 207749543 U CN207749543 U CN 207749543U CN 201820083339 U CN201820083339 U CN 201820083339U CN 207749543 U CN207749543 U CN 207749543U
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- asphalt waterproof
- water collection
- collection pipe
- pipe
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Abstract
The utility model discloses a kind of composite waterproof system, including the geotextiles being laid on successively on plantation top board structure, drain bar, permeate water collection pipe, adhesive glue, SBS modified asphalt waterproof coiled materials and uncured rubber asphalt waterproof coating, it further include ventilative observation tube, siphon pipe, precipitation observation well and sub-assembly, the uncured rubber asphalt waterproof coating blade coating is sprayed on plantation top board structure layer, the SBS modified asphalt waterproof coiled materials are laid on uncured rubber asphalt waterproof coating, the drainage for permeating water collection pipe and being divided into several to be mutually communicated on plantation top plate, and it is seamless spliced with drain bar, and SBS modified asphalt waterproof coiled materials upper surface is bonded in by bonded adhesives, the geotextiles are covered in drain bar and permeate the upper surface of water collection pipe.The utility model is easy for construction, saves construction, saves the duration, reduces seeping phenomenon, reduces leakage, convenient for safeguarding, is a anti-, row, cuts, the stifled integrated composite waterproof system being combined.
Description
Technical field
The utility model is related to waterproof technique fields, and in particular to a kind of composite waterproof system.
Background technology
Planting waterproof roofing structurally in the prior art, most common is exactly to pass through coagulation on plantation top board structure layer
Soil looks for slope, with cement mortar does screed-coat on sloping layer, common waterproof layer is done on screed-coat, does resistance to above common waterproof layer
Waterproof layer is punctured, separation layer is set on root-resistant puncturing waterproof layer, protective layer is set on separation layer, is laid with drainage blanket, draining on protective layer
Filter layer is set on layer.
Traditional planted roof roof construction has the disadvantages that：
1. drainage blanket is drained by gravity, after planting top plate earth-covering, a closed space can be formed, when
External water pressure can just flow when being more than the air pressure of confined space, and the plantation top plate gradient is difficult to reach design requirement when constructing,
Cause draining difficult；When ponding rises to certain altitude, and submerges root system of plant, rotting for root system may be caused.
2. pea gravel concreten protective layer is in the construction process, motor vehicles and machines, live assembling reinforcement can be used, is easily destroyed anti-
Water layer causes waterproof layer not leaked in closed-water test, but finishes protective layer there is a situation where leaking, after being unfavorable for waterproof layer
Phase is protected.
3. drainage blanket needs that sloping layer is arranged to accelerate to drain, during practice of construction, quality difficulty control looks for the slope gradient to reach
Less than code requirement, and consumption financial resource and material resource are more, take longer；Look for the water at plantation top plate edge behind slope that can constantly penetrate into underground
Outdoor side wall backfill position causes outer wall of basement hydrostatic pressing to increase, and outer wall of basement waterproof layer is impregnated in hydrostatic pressing for a long time
In, it can often accelerate outer wall of basement waterproof damage layer to eventually lead to leakage, influence to build service life.
4. there are limitations for conventional construction, local draining is unobstructed, but it is unobstructed to cannot be guaranteed that most of region all drains, and drains
The waterproof layer in unsmooth region in hydrostatic pressing environment, is easy to accelerate the destruction of waterproof layer, and once have leak source, water will for a long time
It scurries into, if sloping layer is made in waterproof layer in the following, sloping layer will directly contribute plantation top plate large area and ooze as channeling water layer
Leakage, later stage leak stopping are difficult.
5. kind of plant roof construction level is excessive, reduce thickness of earth covering, and then increases the pipeline arrangement on plantation top plate
Difficulty, reduce landscape vegetation layer selection.
6. conventional waterproof layer, once plantation top board structure layer caused by climate change occur and shining upon expand with heat and contract with cold,
Structure sheaf is changed, is tied caused by the reasons such as buckling deformation, settlement of foundation or the slurry contraction of wall load-bearing recoil after structure sheaf stress
The crack that the factors such as structure layer material is dry-shrinkage deformed generate, waterproof layer will be unable to repair automatically, be formed in plantation waterproof roofing system
Weak link.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, a kind of composite waterproof system is provided.
To achieve the above object, the technical solution adopted in the utility model is a kind of composite waterproof system, and innovative point exists
In：It is modified drip including being laid on the geotextiles planted on top board structure, drain bar, infiltration water collection pipe, adhesive glue, SBS successively
Green waterproof roll and uncured rubber asphalt waterproof coating further include ventilative observation tube, siphon pipe, precipitation observation well and combination
Part, the uncured rubber asphalt waterproof coating are scratched or are sprayed on plantation top board structure layer, the SBS modified asphalt waterproofs
Coiled material is laid on uncured rubber asphalt waterproof coating layer, and the infiltration water collection pipe is divided into several phases by top plate is planted
The drainage that mutually penetrates through and seamless spliced with drain bar, and by bonding gluing knot, being fixed on SBS modified asphalt waterproofs volume
Material upper surface, the geotextiles are covered in drain bar and permeate the upper surface of water collection pipe, installed on the infiltration water collection pipe
Ventilative observation tube, the infiltration water collection pipe are connected to by siphon pipe with precipitation observation well.
Further, ventilation dustproof lid is installed at the top of the ventilative observation tube.
Further, catch basin cover is installed in the upper end of the precipitation observation well, and side is equipped with overflow pipe, the overflow pipe
It is connected to municipal storm sewer.
After above-mentioned construction, the utility model has the beneficial effect that：
1. the utility model is easy for construction, construction is saved, saves the duration, plantation top plate seeping phenomenon is reduced, reduces leakage,
Convenient for safeguarding, the utility model is a anti-, row, cuts, the stifled integrated composite waterproof system being combined that the utility model solves
Waterproof fault rupture, flex fatigue or old in advance under high-stress state caused by base course crack stress transfer is to waterproof layer
The problems such as change；Meanwhile the viscosity of creep properties material can well enclosed construction layer because various factors generate pore,
Crack makes waterproof reliability be greatly improved；It can also solve phase when existing waterproof roll and water-repellent paint compound use
Capacitive problem, and without looking for slope, the mode discharged with subregion, using siphon principle by it is original it is passive drain be changed to it is active
Draining, to which effective solution conventional discharge construction draining is not thorough, damage vegetation, waterproof layer once occur destroying can not be certainly
Body repairs situation.
2. the utility model is matched using drain bar and infiltration water collection pipe, infiltration water collection pipe will plant top plate point
Several drainages being mutually communicated are segmented into, backwater extra in top plate earth-covering layer is planted in organized discharge, and permeates water
Collecting pipe can be matched with siphon pipe, and siphon drainage effect can be formed when plantation top plate earth-covering layer backwater is more, will
Plant the discharge that the backwater in top plate earth-covering layer accelerates.
3. the utility model drain bar realizes anti-row by bonding gluing knot, being fixed on SBS modified asphalt waterproof coiled materials
It is combined, drain bar can drain and can protect waterproof layer, ensure the service life of waterproof layer.
4. the utility model observes well, ventilative observation tube by precipitation, the drainage situation of shed deckhead can be grasped in real time,
Viewing checks systematic water level, and traditional construction process can't see the drainage effect of shed deckhead.
5. the utility model can increase plantation top plate earth-covering layer oxygen content, enhance plant growing way by observation tube of breathing freely,
And the extra backwater of Accelerating Removal overburden layer, form the drainage system that can be breathed.
6. the utility model is that can be directly discharged into city by the water of soil natural infiltration geotextiles filtering due to collection
Political affairs storm sewer.
7. the utility model, which can cancel traditional concrete cover, sloping layer, separation layer, substitutes traditional drainage blanket
And filter layer, reduce because what the more crossed constructions of tectonic remnant basin were brought influences each other.
Description of the drawings
Fig. 1 is the organigram of the utility model.
Reference sign：
1 geotextiles, 2 drain bars, 3 infiltration water collection pipes, 4 adhesive glues, 5 SBS modified asphalt waterproof coiled materials, 6 uncured rubbers
Glue asphalt waterproofing paint, 7 ventilative observation tubes, 8 siphon pipes, 9 precipitation observation wells, 10 ventilation dustproof lids, 11 catch basin covers, 12 overflows
Pipe.
Specific implementation mode
The utility model will be further described below with reference to the accompanying drawings.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and specifically
Embodiment, the present invention will be further described in detail.It should be appreciated that the specific embodiments described herein are only used
To explain the utility model, it is not used to limit the utility model.
Referring to Fig. 1, a kind of composite waterproof system, including it is laid on the geotextiles 1 planted on top board structure, drain bar successively
2, water collection pipe 3, adhesive glue 4, SBS modified asphalt waterproof coiled materials 5 and uncured rubber asphalt waterproof coating 6 are permeated, further includes
Ventilative observation tube 7, siphon pipe 8, precipitation observation well 9 and sub-assembly；Uncured rubber asphalt waterproof coating 6 scratches or is sprayed on kind
It plants on top board structure layer, SBS modified asphalt waterproof coiled materials 5 are laid on 6 layers of uncured rubber asphalt waterproof coating, and infiltration water is received
Collector 3 will plant top plate and be divided into drainage that several are mutually communicated and seamless spliced with drain bar 2, and adhesive glue 4 is used in combination
It bonds, be fixed on 5 upper surface of SBS modified asphalt waterproof coiled materials, geotextiles 1 are covered in drain bar 2 and permeate the upper of water collection pipe 3
Surface, permeates the ventilative observation tube 7 of installation on water collection pipe 3, and infiltration water collection pipe 3 passes through siphon pipe 8 and precipitation observation well 9 company
It is logical.
The technique that geotextiles 1 are covered in 2 upper surface of drain bar has：1 sky of geotextiles is layered on 2 upper table of drain bar when construction
Face can also add one layer of plastic grid to reinforce to geotextiles with this when using empty paving technique between geotextiles 1 and drain bar 2
Support force；Or pressurizeed when producing drain bar 2 by being heated to geotextiles 1, make the fusion of geotextiles 1 in 2 upper table of drain bar
Face；Geotextiles 1 can also binded in 2 upper surface of drain bar by hot melt adhesive；Seam when geotextiles 1 are constructed can be with gluing
Or suture.
Blind pipe can be used or on HDPE, UPVC tubing according to related specifications trepanning by permeating water collection pipe 2, meet engineering need
It asks；Permeating water collection pipe 2 can be seamless spliced with drain bar 2 in construction, is bonded by adhesive glue 4, is fixed on SBS modified pitch
Above waterproof roll 5, then above cover geotextiles 1 or drain bar 2 also can sky be layered on SBS modified asphalt waterproof coiled materials 5, arrange
Infiltration 2 adhesive glue 4 of water collection pipe is bonded, is fixed on drain bar 2 by the way of welding by the seam between water plate 2；It bonds
Glue 4 can be the adhesive glue for meeting requirement of engineering or other adhesive tapes replacement by meeting requirement of engineering.
Drain bar 2 can also be by meeting all kinds of rows of engineering demand（It stores）Water plate or macromolecular sheet material substitute；
SBS modified asphalt waterproof coiled materials 5 can be substituted with the other root-resistant puncturing waterproof materials for meeting requirement of engineering.
In the present embodiment, the top installation ventilation dustproof lid 10 for observation tube 7 of breathing freely can provide to plant the plant of top plate
Oxygen, and can prevent dust from entering in ventilative observation tube 7, moreover it is possible to observation influences procuratorial work drainage effect.
In the present embodiment, the infiltration water in overburden layer constantly flow to infiltration water collection pipe 3 by drain bar 2, in infiltration water
Observation tube 7 of breathing freely is installed, the infiltration water permeated in water collection pipe 3 constantly converges under gravity, gap, gas pressure on collecting pipe 3
Collect siphon pipe 8, when the infiltration water of siphon pipe 8 reaches flowing full state, siphon pipe 8, which changes by pipeline absolute altitude and permeate water, to be had
Potential energy generate negative pressure appearance, to form siphon, the infiltration water permeated in water collection pipe 3 is constantly inhaled into precipitation observation well 9,
Well 9 is examined through sight precipitation to be discharged into municipal storm sewer, is thus transformed to present master from the draining of the passive type of conventional construction
Dynamic formula drain, to realize in a organized way, zero gradient draining.
The upper installation catch basin cover 11 of precipitation observation well 9, and side is equipped with overflow pipe 12, overflow pipe 12 and municipal rain pipe
Road is connected to, and when precipitation, which observes the water collected in well 9, reaches setting absolute altitude, infiltration water can be discharged into municipal rainwater from overflow pipe 12
Pipeline.
The utility model is suitable for the greening of plantation top plate, roof garden waterproofing work；Suitable for hypogee top plate, side wall
Waterproofing work；Suitable for bridge, bridge deck water-proof engineering；Suitable for subway, tunnel waterproofing engineering.
The construction method of the utility model：
1. precipitation, soil structure for disparity items location, the architectural plan of integration project, municipal rainwater
Pipe network figure, landscape planting figure, shed deckhead structure chart etc., design working drawing.
The laitance and impurity of structure sheaf are removed by impeller blasting, form even roughness 2. pair base carries out ball blast
Surface, brushing base treatment agent, it is in liquid condition to heat uncured rubber asphalt waterproof coating, scratches or spray uncured rubber
Glue asphalt waterproofing paint is laid with SBS modified asphalt waterproof coiled materials, SBS modified asphalt waterproofs while planting on top board structure layer
Coiled material lapping side keeps seam secured using Hot-melt construction, tight-closed.
3. according to construction drawing on SBS modified asphalt waterproof coiled materials positioning planning snap the line, line exists centered on planning snap the line
It is laid with adhesive glue on SBS modified asphalt waterproof coiled materials.
4. being laid with infiltration water collection pipe in adhesive glue.
5 are laid with drain bar on SBS modified asphalt waterproof coiled materials, seamless spliced with infiltration water collection pipe, pass through adhesive glue
Bonding is fixed.
Observation tube and sub-assembly 6. installation is breathed freely.
7. being laid with geotextiles is covered in drain bar and infiltration water collection pipe upper surface；Geotextiles seam crossing sutures or bonding.
8, according to construction drawing installation siphon pipe, precipitation observation well, catch basin cover, overflow pipe and sub-assembly.
9, self-test is qualified, checks and accepts and is completed.
The operation principle of the utility model：
The uncured rubber asphalt waterproof coating in scene 6, in being scratched after liquid condition or spraying application, allows waterproof by hot melt
Layer and plantation top board structure layer tight bond, the coating be have can creep properties, adhesiveness, persistently keep the anti-of viscous state
Water material, when the appearance damaged part of waterproof layer can self-healing, while SBS modified asphalt waterproof coiled materials 5 are laid on liquid
Above the uncured rubber asphalt waterproof coating 6 of state, two coatings are closely compound, can be by uncured rubber asphalt waterproof coating
6 layers of deformation force for absorbing plantation top board structure layer, SBS modified asphalt waterproof coiled materials 5 are not by the deformation force of plantation top board structure layer
Influence, it is ensured that entire complex waterproof layer keeps integrality for a long time；SBS modified asphalt waterproof coiled materials 5 have waterproof and Nai Gen
The function of puncture；Drain bar 2 and infiltration water collection pipe 3 are seamless spliced, and by bonding gluing knot, being fixed on SBS modified pitch
Above waterproof roll 5；The drainage that plantation top plate is divided into several to be mutually communicated by water collection pipe is permeated, infiltration water is collected
Observation tube 7 of breathing freely is installed, the infiltration water in overburden layer constantly flow to infiltration water collection pipe 3 by drain bar 2, is permeating on pipe 3
Observation tube 7 of breathing freely is installed on water collection pipe 3, it is continuous under gravity, gap, gas pressure to permeate the infiltration water in water collection pipe 3
It is pooled to siphon pipe 8, when the infiltration water of siphon pipe 8 reaches flowing full state, siphon pipe 8 changes by pipeline absolute altitude and permeate water
The potential energy having generates negative pressure appearance, and to form siphon, the infiltration water permeated in water collection pipe 3 is constantly inhaled into precipitation observation
Well 9, precipitation observation well 9 in water level reach setting absolute altitude when, municipal storm sewer is discharged by overflow pipe 12, thus shape
At in a organized way, zero gradient draining.
The above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
The other modifications or equivalent replacement that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope should all cover in the right of the utility model.
Claims (3)
1. a kind of composite waterproof system, it is characterised in that：Including being laid on the geotextiles planted on top board structure, draining successively
Plate, infiltration water collection pipe, adhesive glue, SBS modified asphalt waterproof coiled materials and uncured rubber asphalt waterproof coating, further include breathing freely
Observation tube, siphon pipe, precipitation observation well and sub-assembly, the uncured rubber asphalt waterproof coating scratch or are sprayed on plantation top
On harden structure layer, the SBS modified asphalt waterproof coiled materials are laid on uncured rubber asphalt waterproof coating, and the infiltration water is received
Collector will plant top plate and be divided into drainage that several are mutually communicated and seamless spliced with drain bar, and pass through adhesive glue
It bonds, be fixed on SBS modified asphalt waterproof coiled materials upper surface, the geotextiles are covered in drain bar and permeate the upper of water collection pipe
Surface, on the infiltration water collection pipe installation breathe freely observation tube, the infiltration water collection pipe passes through siphon pipe and observes well with precipitation
Connection.
2. a kind of composite waterproof system according to claim 1, it is characterised in that：It installs at the top of the ventilative observation tube
Ventilation dustproof lid.
3. a kind of composite waterproof system according to claim 1, it is characterised in that：The upper end installation of the precipitation observation well
Catch basin cover, and side is equipped with overflow pipe, the overflow pipe is connected to municipal storm sewer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820083339.6U CN207749543U (en) | 2018-01-18 | 2018-01-18 | A kind of composite waterproof system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820083339.6U CN207749543U (en) | 2018-01-18 | 2018-01-18 | A kind of composite waterproof system |
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| Publication Number | Publication Date |
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| CN207749543U true CN207749543U (en) | 2018-08-21 |
Family
ID=63153402
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| CN201820083339.6U Active CN207749543U (en) | 2018-01-18 | 2018-01-18 | A kind of composite waterproof system |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137951A (en) * | 2018-09-21 | 2019-01-04 | 北京城建远东建设投资集团有限公司 | A kind of PDS protection siphonic system of shed deckhead |
| CN110886324A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Integrated system is prevented arranging by garage roof |
| CN110886303A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration underground drainage system |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN110905132A (en) * | 2019-12-05 | 2020-03-24 | 怀化沃普环保科技有限公司 | Siphon type waterproof system |
| CN112323949A (en) * | 2020-10-31 | 2021-02-05 | 森拓建设集团有限公司 | Town road drainage structures |
| CN113653292A (en) * | 2021-09-24 | 2021-11-16 | 海南省建筑产业化股份有限公司 | Assembled wall with window frame and construction method thereof |
| CN114482140A (en) * | 2022-01-19 | 2022-05-13 | 中铁三局集团建筑安装工程有限公司 | Siphon drainage planting top plate structure and construction method |
-
2018
- 2018-01-18 CN CN201820083339.6U patent/CN207749543U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110886324A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Integrated system is prevented arranging by garage roof |
| CN110886303A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration underground drainage system |
| CN110886323A (en) * | 2018-09-07 | 2020-03-17 | 北京众泰云达科技发展有限公司 | Prevent arranging integration drainage structures |
| CN109137951A (en) * | 2018-09-21 | 2019-01-04 | 北京城建远东建设投资集团有限公司 | A kind of PDS protection siphonic system of shed deckhead |
| CN110905132A (en) * | 2019-12-05 | 2020-03-24 | 怀化沃普环保科技有限公司 | Siphon type waterproof system |
| CN110905132B (en) * | 2019-12-05 | 2022-06-10 | 怀化沃普环保科技有限公司 | Hydrocone type waterproof system |
| CN112323949A (en) * | 2020-10-31 | 2021-02-05 | 森拓建设集团有限公司 | Town road drainage structures |
| CN113653292A (en) * | 2021-09-24 | 2021-11-16 | 海南省建筑产业化股份有限公司 | Assembled wall with window frame and construction method thereof |
| CN114482140A (en) * | 2022-01-19 | 2022-05-13 | 中铁三局集团建筑安装工程有限公司 | Siphon drainage planting top plate structure and construction method |
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