CN108868185A - A kind of flooring channeling water leakage repairerment system - Google Patents

A kind of flooring channeling water leakage repairerment system Download PDF

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Publication number
CN108868185A
CN108868185A CN201810702191.4A CN201810702191A CN108868185A CN 108868185 A CN108868185 A CN 108868185A CN 201810702191 A CN201810702191 A CN 201810702191A CN 108868185 A CN108868185 A CN 108868185A
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China
Prior art keywords
gutter
water
groove
drainpipe
channeling
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CN201810702191.4A
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Chinese (zh)
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CN108868185B (en
Inventor
邓有华
刘志宏
沈培贤
刘汉文
张立煌
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Xiamen Dingchao building repair Research Institute Co.,Ltd.
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XIAMEN DR WATERPROOF CONSTRUCTION ENGINEERING Co Ltd
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Priority to CN201810702191.4A priority Critical patent/CN108868185B/en
Publication of CN108868185A publication Critical patent/CN108868185A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Building Environments (AREA)

Abstract

The present invention provides a kind of flooring channeling water leakage repairerment system, is related to construction engineering technical field.Its construction procedure includes:Gutter is excavated out on ground, one side is anti-channeling water area, and the other side is ponding region.Groove is dug out in the side close to anti-channeling water area, water-proofing treatment is carried out to groove surfaces.The tube edge of pre-buried first drainpipe in both ends in gutter, the first drainpipe has V-shaped groove.In the gutter external coating interface waterproofing agent including V-shaped groove, waterproof gasket cement and mending mortar are filled in slot, then in gutter external coating water-repellent paint.And mylar is added in the water-repellent paint of tube edge and groove internal corner part.The card slot for being used to install cover board positioned at gutter two sides is prepared with mending mortar and dry mortar respectively.In gutter close to pre-buried second drainpipe of inner sidewall of ponding region.It is intercepted water drainage using draining trench culture, gutter bottom is combined with flexible water with rigid waterproofing with the structure in outside and carries out the drainage that intercepts water.

Description

A kind of flooring channeling water leakage repairerment system
Technical field
The present invention relates to construction engineering technical fields, and in particular to a kind of flooring channeling water leaks repairerment system.
Background technique
Building is usually present flooring channeling water problem, and flooring channeling water leakage is the quality of more difficult radical cure in architectural engineering Common fault has seriously affected the use function of building, has caused great inconvenience to user.Exist for flooring channeling water leakage cause In:Ponding region building surrounding does not have a water blocking reversed beam, and rainwater day outdoor water level rises, and water flow is altered to building or building building Itself uses generation ponding inside face.Ponding altering in the floor tile dry sand pulp layer of building everywhere, finally in floor ceramic tile The infiltration of seam position emits water or leaks from concrete floor weak part.It is overhauled using existing ponding region, often project amount is too Greatly, maintenance cost is high, without execution conditions, drains and greatly reduces maintenance cost with intercepting water to combine.
Summary of the invention
The purpose of the present invention is to provide a kind of flooring channeling waters to leak repairerment system, with the flooring building of full building The waterproof demand of area water area channeling water.
The present invention solves its technical problem and adopts the following technical solutions to realize.
The present invention proposes that a kind of flooring channeling water leakage repairerment system, the construction procedure of the repairerment system include:
S1 cuts off part ground decorative layer, and knocks out original material layer to concrete, is formed for preventing from altering Ground is divided into positioned at the ponding region of gutter side and positioned at the gutter other side by the gutter of water, the gutter Anti-channeling water area;
S2 carries out hair pulling treatment to the surface in the gutter;
S3 digs out groove close to the side of the anti-channeling water area in the gutter;
S4, in pre-buried first drainpipe in gutter bottom both ends, and the tube edge of the first drainpipe has V-shaped groove;
S5 brushes interface waterproofing agent in the gutter bottom surface including groove, tube edge V-shaped groove;
S6, the groove use waterproof gasket cement close to the side wall of the anti-channeling water area and the bottom of tube edge V-shaped groove It blocks;
S7 fills up the groove and tube edge V-shaped groove using mending mortar;
S8 is applied in the gutter bottom surface comprising first row pipe outer wall and the groove surfaces brushing polyacrylic water-proof Material;
S9 impregnated the poly- of water-proof acrylic acid paint in the internal corner part paving of first row pipe outer wall and the groove Ester cloth;
S10, again in the whole brushing acrylic acid of the gutter bottom surface comprising first row pipe outer wall and the groove surfaces Water-repellent paint;
S11 paints out the first card slot with mending mortar close to the side of the anti-channeling water area in gutter;In gutter The other side paint out the second card slot with common dry mortar, first card slot and the second card slot are for installing drainage ditch cover plate;
S12 is painted with mending mortar in the bottom surface in gutter and is protected, and mending mortar forms drainage grade;
S13, in gutter on the inner sidewall of the ponding region, pre-buried multiple spaced second drainpipes;
S14 pastes rubber pad in the upper surface of first card slot and second card slot;
Drainage ditch cover plate is caught in first card slot and second card slot by S15.
The embodiment of the present invention flooring channeling water leakage repairerment system beneficial effect be:
The flooring channeling water problem that outdoor environment generates is lower than for building absolute altitude, is intercepted water drainage using draining trench culture. Ground is divided into leakage-proof region and ponding region with gutter.The side through anti-channeling water area is leaned on to output in gutter recessed Slot fills a variety of waterproof materials in gutter bottom and groove, effectively progress waterproof.In the pre-buried first row in gutter bottom Water pipe, in gutter close to pre-buried second drainpipe in the side of ponding region, gutter a little prevents ponding region from arriving as intercepting water Locate channeling water, and concentrate diversion to the first drainpipe, takes multiple material, kinds of processes to combine, system solves its percolating water and asks Topic.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this A little attached drawings obtain other relevant attached drawings.
Fig. 1 is that the flooring channeling water of the embodiment of the present invention 1 leaks the structural schematic diagram of repairerment system;
Fig. 2 is that the flooring channeling water of the embodiment of the present invention 2 leaks the structural schematic diagram of repairerment system;
Fig. 3 is the structural schematic diagram of foam aluminium prefabricated component in Fig. 2.
Icon:The original material layer of 10-;20- concrete;The gutter 30-;31- anti-channeling water area;32- ponding Region;1- groove;The first drainpipe of 21-;The second drainpipe of 22-;3-V shape slot;The interface 4- waterproofing agent;5- waterproof gasket cement;6- Mending mortar;7- water-proof acrylic acid paint;8- mylar;The first card slot of 9-;The second card slot of 11-;12- drainage ditch cover plate;13- rubber Rubber mat;50- foamed aluminium prefabricated component;51- sleeve part;52- base plate.
Specific embodiment
It in order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below will be in the embodiment of the present invention Technical solution be clearly and completely described.The person that is not specified actual conditions in embodiment, according to normal conditions or manufacturer builds The condition of view carries out.Reagents or instruments used without specified manufacturer is the conventional production that can be obtained by commercially available purchase Product.
The flooring channeling water leakage repairerment system of the embodiment of the present invention is specifically described below.
Referring to Fig. 1, the embodiment of the present invention provides a kind of flooring channeling water leakage repairerment system, the construction step of system is repaired Suddenly include:
S1 cuts off part ground decorative layer, and knocks out original material layer to concrete 20, is formed for preventing The gutter 30 of channeling water.Gutter 30 by ground be divided into positioned at gutter side ponding region 32 and be located at gutter it is another The anti-channeling water area 31 of side.For ease of understanding, original material layer 10 is shown in Fig. 1.Preferably, in this implementation, cut off ground Slice width about 250mm is decorated in face, is sufficiently separated ponding region and anti-channeling water area.
S2 carries out dabbing processing to the surface in the gutter 30.Dabbing handle so that gutter 30 formed rough surface, It is stronger with the binding force of waterproof material.
S3 digs out groove 1 close to the side of anti-channeling water area in gutter 30.Preferably, groove 1 is inwardly to knock out anti-channeling Original material layer of water area is formed, and depth is preferably 30mm.
S4, in pre-buried first drainpipe 21 in 30 bottom both ends of gutter, and the tube edge of the first drainpipe 21 has V-shaped groove 3. First drainpipe 21 is preferablyPVC drain pipe, but not limited to this, according to live the first drainpipe of span ratio setting 21.And first drainpipe 21 have beyond concrete 20 part.
S5 brushes interface waterproofing agent 4 in 30 bottom surface of gutter including groove 1, tube edge V-shaped groove 3.Interface waterproofing agent 4 are conducive to increase base and material attachment bonding force, avoid generating hollowing phenomenon.
Preferably, interface waterproofing agent 4 includes mass ratio 1:3~4 liquid material and powder, in parts by weight, liquid material packet It includes:380-420 parts of water-proof emulsion;2-5 parts of preservative;2-5 parts of defoaming agent;590-610 parts of water.Powder includes:Cement 320-380 Part;420-460 parts of sand;150-180 parts of coarse whiting;3-6 parts of porous silicon carbide;12-16 parts of zeolite molecular sieve;160-180 parts of gypsum; 1-3 parts of cellulose ether.Above-mentioned each raw material can be obtained from city's mid-sales.For example, water-proof emulsion selects the anti-water and milk of BASF PS608 Liquid, sand select 70-140 graded sand, and coarse whiting selects the 700CC of wide Fujian material company, and defoaming agent uses the W086 of this company of hamming. Using the gelatification and porous silicon carbide of gypsum and the drainage of zeolite molecular sieve, waterproof effect can be further increased, And strengthen hardness.It is further preferable that pressing 1:3 ratio addition liquid material and powder, can obtain compression strength at the interface of 0.8MPa Waterproofing agent.
S6, groove 1 use 5 envelope of waterproof gasket cement close to the side wall of anti-channeling water area 31 and the bottom of tube edge V-shaped groove 3 It is stifled.Preferably, 15mm thickness is filled with waterproof gasket cement 5 in 1 depths of groove, and the depths of tube edge V-shaped groove 3 is filled with waterproof gasket cement 5 10mm is thick.
Preferably, waterproof gasket cement 5 includes:120~140 parts of liquid polysulfide rubber;0.5-1 parts of silane coupling agent;Dioxy Change manganese 16-20 parts;8-10 parts of carbon black;3-5 parts of acrylic resin;20-30 parts of diethanol amine;4-8 parts of D-sorbite;Dispersing agent 3- 5 parts;4-8 parts of levelling agent.Above-mentioned each raw material component can be obtained from city's mid-sales.This polysulfide waterproof gasket cement and base's interfacial agents Compatibility is preferable, can generate preferable cementation between the two.And carbon black improves the mechanical property of sealant, diethanol amine Addition destroy the hydrogen bond between polysulfide rubber macromolecular, increase intermolecular distance, assign good coating construction performance.
S7 fills up groove 1 and tube edge V-shaped groove 3 using mending mortar 6, and mending mortar 6 smears out 45 ° of arc angling slopes Degree.
Preferably, in parts by weight, mending mortar 6 includes:200-300 parts of sulphate aluminium cement;Portland cement 200-300 parts;500-600 parts of quartz sand;1-2 parts of defoaming agent;2-4 parts of cellulose ether;1-2 parts of water-reducing agent;Flyash 16-20 Part;1-2 parts of early strength agent.Above-mentioned each raw material component can be obtained from city's mid-sales.Such as RSAC52.5 grades of sulphate aluminium cement Sulphate aluminium cement, defoaming agent are tributyl phosphate.Portland cement is PO42.5 portland cement or PO52.5 silicate cement One of mud.Water-reducing agent is poly carboxylic acid series water reducer, and early strength agent is anhydrous calcium chloride, anhydrous sodium sulfate, lithium carbonate or carbonic acid One of sodium.Flyash, which is added, can reduce the basicity and the heat of hydration of system, so that the fine fisssure of complex cementitious system hardenite Line is reduced, and can be improved the durability of system, by the progress of hydration reaction, flyash can be further improved the strong of mending mortar Degree and compactness improve wearability, reduce dry shrink.
S8, in the 1 external coating polyacrylic water-proof of 30 bottom surface of gutter and groove of the outer wall comprising the first drainpipe 21 Coating 7.Brushing thickness is preferably 1mm.
Preferably, in parts by weight, water-proof acrylic acid paint 7 is:350-450 parts of acrylic emulsion;PH adjusting agent 0.5-1.5 parts;0.5-1.5 parts of wetting agent;2-4 parts of defoaming agent;2-4 parts of preservative;2-4 parts of dispersing agent;7-12 parts of coalescing agent; 14-18 parts of propylene glycol antifreeze;46-52 parts of rutile titanium white;280-340 parts of coarse whiting;22-28 parts of calcined kaolin;Water 160- 200 parts.Above-mentioned each raw material component can be obtained from city's mid-sales.Such as styrene-acrylic emulsion can use commercially available Ah's Kerma (unit of kinetic energy) ENCOR5181;PH adjusting agent can use the modest MA-95pH regulator of commercially available moral;Wetting agent can use commercially available Tao Shi x- 405 wetting agents;Coalescing agent can use commercially available Yi Siman coalescing agent texanol;Defoaming agent is using this company of hamming W086。
S9 impregnated water-proof acrylic acid paint in the equal paving of internal corner part of 21 outer wall of the first drainpipe and groove 1 Mylar 8.Mylar can increase the stabilization and tensile strength of structure.Mylar 8 has stronger stretching force, can increase anti- The tensile strength and stretching force of water-bound.And the mylar for impregnating water-proof acrylic acid paint is capable of forming more slurry bondings Layer, adhesive force are stronger.
S10, again in 1 entire surface brushing acrylic acid of 30 bottom surface of gutter comprising 21 outer wall of the first drainpipe and groove Water-repellent paint 7.
S11 paints out the first card slot 9 with mending mortar close to the side of anti-channeling water area 31 in gutter 30;It is draining The second card slot 11 is painted out with common dry mortar in the other side of ditch.First card slot 9 and the second card slot 11 are for installing drain cover Plate 12.First card slot 9 is prepared using mending mortar, can be further ensured that the waterproof effect of anti-channeling water area.And the second card slot 11 are prepared using common dry mortar, facilitate subsequent pre-buried second drainpipe, it is easier to the inside ponding of ponding region 32 is exported, Drainage effect is more preferable.
S12 is painted with mending mortar 6 in the bottom surface in gutter 30 and is protected, and mending mortar is formed towards the first drainpipe 21 inclined drainage grades.Further waterproofing protection can be carried out to waterproof construction by painting mending mortar.
S13, in gutter 30 on the inner sidewall of ponding region 32, pre-buried multiple spaced second drainpipes 22.In the present embodiment, the second drainpipe 22 is selectedPVC drain pipe, and the second drainpipe 22 is along the length side in gutter 30 To being laid, the spacing of the second drainpipe 22 is preferably 150mm.
S14 pastes rubber pad 13 in the upper surface of the first card slot 9 and the second card slot 11.Rubber pad 13 is added in card slot, Be conducive to drainage ditch cover plate 12 and card slot formed it is soft contact, anti seismic efficiency is more preferable, and drainage ditch cover plate 12 is avoided to cause brokenly card slot It is bad.
Drainage ditch cover plate 12 is caught in the first card slot 9 and the second card slot 11, completes the installation of drainage ditch cover plate 12 by S15.
It should be noted that in the present embodiment, above-mentioned construction procedure according to S1, S2 ... the label sequence of .S14, S15 according to Secondary progress, forms the waterproof construction being layering.
The present invention carries out the drainage that intercepts water using gutter, and the ponding of ponding region is introduced into draining by the second drainpipe It is drained in ditch.And combined with rigid waterproofing with flexible water to gutter bottom and close to the side wall of anti-channeling water area Method carries out waterproof, and waterproof effect is excellent, can reach 10 years waterproof effects.
Embodiment 2
The device obtained by above-mentioned design has been able to satisfy the waterproof demand of flooring substantially, but in line with further improving it The objective of function, designer have carried out further improvement.To briefly describe, the present embodiment does not refer to place, can refer to implementation Corresponding contents in example 1.
Fig. 2 and Fig. 3 are please referred to, for the waterproof effect for further increasing 21 tube edge of the first drainpipe, in the present embodiment, in step It is further comprising the steps of after rapid S7 and before carrying out step S8:First drainpipe 21 is arranged with bubble beyond mending mortar part Foam aluminium prefabricated component 50.Foamed aluminium prefabricated component 50 include in hollow cylindrical sleeve part 51 and along sleeve part bottom margin to The base plate 52 of the formation of outer extension.The thickness of foamed aluminium prefabricated component 50 is preferably 20~25mm.Thickness is too small, then is unable to reach Good effectiveness in vibration suppression, and compressive property is poor.And thickness is excessive, then at high cost, installing is inconvenient.
Further, there is a gap, in gap between foamed aluminium prefabricated component 50 and the lateral wall of the first drainpipe 21 Load bentonite.Gap substantially 2~4mm.The height of foamed aluminium prefabricated component 50 is slightly below the ride out of the first drainpipe 21. It is closed at the top in foamed aluminium prefabricated component 50 and gap with sealing material (such as silicone adhesive).In gap filling bentonite, swelling Soil can penetrate into the hole of foamed aluminium prefabricated component, and when percolating water occurs, water is contacted with bentonite, and it is swollen that bentonite clay particle meets water It is swollen, in prefabricated solid waterproof layer together with pipeline enclosure formation of foamed aluminium, the diffusion of water is effectively prevented, and effectively prevent string water The generation of phenomenon.
When construction, by 50 sets of foamed aluminium prefabricated component outside the first drainpipe 2, base plate 52 and ground face contact.Then it is steeping Bentonite is inserted in the gap of foam aluminium prefabricated component 50 and the first drainpipe 2, top is sealed with silicone adhesive.Subsequently into step S8, In the outer wall brushing water-proof acrylic acid paint 7 of foamed aluminium prefabricated component, brush with a thickness of 1mm.Then it is anti-to impregnate acrylic acid for paving The mylar 8 of water paint is brushed in 8 surface of mylar brushing water-proof acrylic acid paint 7 again with a thickness of 1mm.
Foamed aluminium be after adding additives to pure aluminum or aluminum alloys, to be formed by foam process, at the same have concurrently metal and Bubble feature has the function of energy-absorbing, fire prevention, anticorrosive, sound insulation and noise reduction etc..Foamed aluminium prefabricated component is arranged outside the first drainpipe 2 50, it is capable of the vibration of extraction duct, effectively reduces the influence of pipeline hydraulic pressure.It is equivalent to and forms separation layer outside pipeline 40, greatly Reduce the cracking risk of tube edge position.
Embodiments described above is a part of the embodiment of the present invention, instead of all the embodiments.Reality of the invention The detailed description for applying example is not intended to limit the range of claimed invention, but is merely representative of selected implementation of the invention Example.Based on the embodiments of the present invention, obtained by those of ordinary skill in the art without making creative efforts Every other embodiment, shall fall within the protection scope of the present invention.

Claims (7)

1. a kind of flooring channeling water leaks repairerment system, which is characterized in that the construction procedure of the repairerment system includes:
S1 cuts off part ground decorative layer, and knocks out original material layer to concrete, is formed for preventing channeling water Ground is divided into the anti-channeling positioned at the ponding region of gutter side and positioned at the gutter other side by gutter, the gutter Water area;
S2 carries out hair pulling treatment to the surface in the gutter;
S3 digs out groove close to the side of the anti-channeling water area in the gutter;
S4, in pre-buried first drainpipe in gutter bottom both ends, and the tube edge of the first drainpipe has V-shaped groove;
S5 brushes interface waterproofing agent in the gutter bottom surface including groove, tube edge V-shaped groove;
S6, the groove are blocked with waterproof gasket cement close to the side wall of the anti-channeling water area and the bottom of tube edge V-shaped groove;
S7 fills up the groove and tube edge V-shaped groove using mending mortar;
S8, in the gutter bottom surface comprising first row pipe outer wall and the groove surfaces brushing water-proof acrylic acid paint;
S9 impregnated the polyester of water-proof acrylic acid paint in the internal corner part paving of first row pipe outer wall and the groove Cloth;
S10, again in the whole brushing polyacrylic water-proof of the gutter bottom surface comprising first row pipe outer wall and the groove surfaces Coating;
S11 paints out the first card slot with mending mortar close to the side of the anti-channeling water area in gutter;In the another of gutter The second card slot, first card slot and the second card slot are painted out for installing drainage ditch cover plate with common dry mortar in side;
S12 is painted with mending mortar in the bottom surface in gutter and is protected, and mending mortar forms drainage grade;
S13, in gutter on the inner sidewall of the ponding region, pre-buried multiple spaced second drainpipes;
S14 pastes rubber pad in the upper surface of first card slot and second card slot;
Drainage ditch cover plate is caught in first card slot and second card slot by S15.
2. flooring channeling water according to claim 1 leaks repairerment system, which is characterized in that
The interface waterproofing agent includes mass ratio 1:3~4 liquid material and powder, in parts by weight,
3. flooring channeling water according to claim 1 leaks repairerment system, which is characterized in that
In parts by weight, the water-proof acrylic acid paint includes:
4. flooring channeling water according to claim 1 leaks repairerment system, which is characterized in that
In parts by weight, the waterproof gasket cement includes:
5. flooring channeling water according to claim 1 leaks repairerment system, which is characterized in that in parts by weight, institute Stating mending mortar includes:
6. flooring channeling water according to claim 1 leaks repairerment system, which is characterized in that the first drainpipe, which has, to be exceeded The part of mending mortar, it is further comprising the steps of after step s 7 and before progress step S8:First drainpipe is beyond repairing Mortar part is arranged with foamed aluminium prefabricated component, and the foamed aluminium prefabricated component includes in the sleeve part of hollow cylindrical and along described The base plate of the outwardly extending formation of the bottom margin of sleeve part.
7. flooring channeling water according to claim 6 leaks repairerment system, which is characterized in that the foamed aluminium prefabricated component with There is a gap between the lateral wall of first drainpipe, bentonite is loaded in the gap, and in the foamed aluminium prefabricated component It is closed with the top in gap with sealing material.
CN201810702191.4A 2018-06-30 2018-06-30 Building ground water channeling leakage repairing system Active CN108868185B (en)

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Application Number Priority Date Filing Date Title
CN201810702191.4A CN108868185B (en) 2018-06-30 2018-06-30 Building ground water channeling leakage repairing system

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CN108868185B CN108868185B (en) 2020-05-12

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09184206A (en) * 1995-12-28 1997-07-15 Ohbayashi Corp Joint inducing crack
KR100396851B1 (en) * 2002-02-23 2003-09-02 Woo Shin Co Ltd Method for repairing crack of sleeve inside underground valve chamber
CN2876207Y (en) * 2006-03-15 2007-03-07 刘丹 Water leakage proof structure of floor surface or roof surface deformed seam
CN201125391Y (en) * 2007-09-11 2008-10-01 中国建筑第六工程局有限公司 Basement waterproofing drainage structure
CN101560838A (en) * 2009-05-25 2009-10-21 东莞市彩丽建筑维护技术有限公司 Method for preventing and controlling water leakage in building wall bodies
CN103628502A (en) * 2012-08-21 2014-03-12 邹新建 Method for using plastic drainage plates as hollow floor of underground engineering base plates
CN105201002A (en) * 2015-10-23 2015-12-30 金磐集团有限公司 Underground structure seepage drainage system and construction method thereof
CN205637047U (en) * 2016-05-30 2016-10-12 中冶建工集团有限公司 Drainage structures and prevent combination formula drain pipe of floor drain infiltration leaks floor concrete
CN206052786U (en) * 2016-08-24 2017-03-29 广东佰昌电力设备有限公司 A kind of man-hole opening waterproof sealing structure
CN106968451A (en) * 2017-04-21 2017-07-21 上海东方雨虹防水工程有限公司 A kind of prestressing force roof boarding leakage maintaining method and its system and surface waterproofing construction method
CN206625262U (en) * 2017-03-22 2017-11-10 河南城建学院 A kind of concrete water-proof structure for basement bottom board

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09184206A (en) * 1995-12-28 1997-07-15 Ohbayashi Corp Joint inducing crack
KR100396851B1 (en) * 2002-02-23 2003-09-02 Woo Shin Co Ltd Method for repairing crack of sleeve inside underground valve chamber
CN2876207Y (en) * 2006-03-15 2007-03-07 刘丹 Water leakage proof structure of floor surface or roof surface deformed seam
CN201125391Y (en) * 2007-09-11 2008-10-01 中国建筑第六工程局有限公司 Basement waterproofing drainage structure
CN101560838A (en) * 2009-05-25 2009-10-21 东莞市彩丽建筑维护技术有限公司 Method for preventing and controlling water leakage in building wall bodies
CN103628502A (en) * 2012-08-21 2014-03-12 邹新建 Method for using plastic drainage plates as hollow floor of underground engineering base plates
CN105201002A (en) * 2015-10-23 2015-12-30 金磐集团有限公司 Underground structure seepage drainage system and construction method thereof
CN205637047U (en) * 2016-05-30 2016-10-12 中冶建工集团有限公司 Drainage structures and prevent combination formula drain pipe of floor drain infiltration leaks floor concrete
CN206052786U (en) * 2016-08-24 2017-03-29 广东佰昌电力设备有限公司 A kind of man-hole opening waterproof sealing structure
CN206625262U (en) * 2017-03-22 2017-11-10 河南城建学院 A kind of concrete water-proof structure for basement bottom board
CN106968451A (en) * 2017-04-21 2017-07-21 上海东方雨虹防水工程有限公司 A kind of prestressing force roof boarding leakage maintaining method and its system and surface waterproofing construction method

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