CN109372024A - A kind of sole plate waterproof structure for deformation seams and construction method - Google Patents
A kind of sole plate waterproof structure for deformation seams and construction method Download PDFInfo
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- CN109372024A CN109372024A CN201811443542.0A CN201811443542A CN109372024A CN 109372024 A CN109372024 A CN 109372024A CN 201811443542 A CN201811443542 A CN 201811443542A CN 109372024 A CN109372024 A CN 109372024A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
- E02D2300/0014—PU
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2450/00—Gaskets
- E02D2450/10—Membranes
- E02D2450/105—Membranes impermeable
- E02D2450/106—Membranes impermeable for liquids
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of sole plate waterproof structure for deformation seams, including the concrete cushion, coil waterproof layer and concrete layer set gradually from bottom to up, coil waterproof layer and concrete layer are close to concrete cushion and are laid with, concrete cushion pours on the ground, ground digs the trapezoidal groove of vertical section downwards, and the concrete cushion close proximity to ground height tendency pours laying.The present invention also provides a kind of construction methods of sole plate waterproof structure for deformation seams, it is characterised in that: including casting concrete bed course, is laid with MBP coil waterproof layer, embedded waterstop, filling joint filling layer, brushing waterproof material, filling deformation joint surface layer, casting concrete layer and is laid with eight steps of sole plate.Constructing operation of the present invention is simple and direct, and progress is fast, and multiple waterproof is impervious, and impermeability is strong, and convenient and quick construction, waterproof quality are easy to get guarantee.
Description
Technical field
The invention mainly relates to technical field of buildings, in particular to a kind of sole plate waterproof structure for deformation seams machine and constructions
Method.
Background technique
Building can be often deformed under extraneous factor effect, and cracking is caused even to destroy, and deformation joint is for this
Situation and reserved build joint.Sole plate deformation joint is set due to considering the uneven stress of structure and concrete structure breathing
The structure gap for allowing to deform is set, it is the key link in the difficult point and impermeable structure of water-proofing treatment.As underground is anti-
The development of water technology, waterproof material continue to bring out, and will have a direct impact on the water-proofing treatment of building underground thin portion to underground and tie
The performance of structure.Underground thin portion water proof structure will constantly bring forth new ideas, can be in the case where technical feasibility, process, guaranteeing quality
Improve practical problem.
Summary of the invention
For overcome the deficiencies in the prior art, the present invention provides a kind of sole plate waterproof structure for deformation seams and construction parties
Method.
In order to achieve the above object, the present invention uses a kind of sole plate waterproof structure for deformation seams of following technical scheme, packet
The concrete cushion, coil waterproof layer and concrete layer set gradually from bottom to up is included, the coil waterproof layer is close to described mixed
Solidifying soil padding is laid with, and the concrete layer is close to coil waterproof layer and is laid with, and the concrete cushion pours on the ground, ground to
Under dig the trapezoidal groove of vertical section, the concrete cushion close proximity to ground height tendency pours laying, concrete mats
Layer is upstream face slope towards upstream face side, and opposite side is back side slope, the upstream face slope and back side slope
Bottom with respect to ground groove slant；The concrete layer includes the surface concrete that meets water being located above the upstream face slope
Layer and the back side concrete layer being located above the back side slope, the upstream face concrete layer and the back side coagulation
It is reserved with gap between soil layer, joint filling layer is equipped in the gap, the middle part of the joint filling layer is equipped with middle buried water stop, described to fill out
Seam layer upper surface is successively arranged waterproof coating layer and filling deformation joint surface layer from bottom to up, and deformation joint surface layer two sides are laid with base
Plinth bottom plate.
Preferably, the concrete cushion surfacing, selects C15 concrete, with a thickness of 100mm；It is described to meet water
45 ° of groove slant of the bottom on face slope and back side slope with respect to ground.
Preferably, the coil waterproof layer includes that several are connected with each other overlapped MBP waterproof coiled material pad, it is adjacent described
The coiled material long side of MBP waterproof coiled material pad selects self-adhesion edge lap, coiled material short side to select cementation zone overlap joint；The adjacent MBP coiled material
The coiled material long side lap width of collision mat is not less than 50mm not less than 80mm, coiled material short side lap width.
Preferably, the concrete layer selects self-waterproof concrete material, compression strength is not less than C30, impervious strong
Degree is not less than P6.
Preferably, the middle buried water stop selects rubber material, middle part is hollow sphere, and two sides are to the upstream face
Concrete layer and back side concrete layer each extend over slab construction, and the slab construction is equipped with several protrusions, described hollow
The center line of annulus is overlapped with the center line of deformation joint, and the knuckle radius of the protrusion on the corner is the circle not less than 200mm
Arc structure；The middle buried water stop fixes its position by galvanized wire.
Preferably, the pointing filled in the joint filling layer selects styrofoam.
Preferably, the waterproof coating layer selects polyurethane waterproof material, with a thickness of 3mm.
The present invention also provides a kind of construction methods of sole plate waterproof structure for deformation seams, it is characterised in that: including following
Step:
Step 1: casting concrete bed course: using the concrete cushion of C15 concreting 100mm thickness, and smooth concrete mats
Layer surface；
Step 2: being laid with MBP coil waterproof layer: the good installation of membrane baseline of bullet on concrete cushion, single layer is laid with MBP coiled material, volume
Material long side uses self-adhesion edge lap, and using cementation zone overlap joint, roll end overlap mutually staggers coiled material short side, first to coiled material into
The empty paving of row, then paste to coiled material after the work of mating formation for completing the big face of waterproof roll, carries out repairing and clear to waterproof layer surface
Reason；
Step 3: embedded waterstop: smearing a layer concrete layer on coil waterproof layer to preset deformation joint position, will in it is buried
Waterstop is fixed in cover special, is placed in the middle part of deformation joint, is made the center line of the hollow ring of waterstop and the center of deformation joint
Line is overlapped, and is tied in the edge of middle buried water stop with galvanized wire；
Step 4: filling joint filling layer: using polyphenyl plate material completely filled layer；
Step 5: brushing waterproof material: uniformly brushing the polyurethane water-proof paint of 3mm thickness in styrofoam pointing；
Step 6: filling deformation joint surface layer: uniformly filling C20 pea gravel concreten in remaining deformation joint gap；
Step 7: casting concrete layer: pouring self-waterproof concrete in deformation joint two sides；
Step 8: being laid with sole plate: in deformation joint surface layer two sides tiling sole plate.
The utility model has the advantages that compared with prior art, the invention has the following advantages that at traditional infrastructure bottom deformation seam waterproof
Reason is compared, and this method constructing operation is simple and direct, and progress is fast, and uses MBP coiled material waterproof material, buried sealing in setting
Band, polyurethane water-proof paint, multiple waterproof is impervious, and impermeability is strong, and convenient and quick construction, waterproof quality are easy to get guarantor
Card.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Wherein, 1, concrete cushion, 2, coil waterproof layer, 3, middle buried water stop, 4, poly- joint filling layer, 5, waterproof coating layer, 6,
Deformation joint surface layer, 7, concrete layer, 8, sole plate, 101, upstream face slope, 102, back side slope, 701, upstream face coagulation
Soil layer, 702, back side concrete layer.
Specific embodiment
In the following with reference to the drawings and specific embodiments, the present invention is furture elucidated, it should be understood that these embodiments are merely to illustrate
It the present invention rather than limits the scope of the invention, after the present invention has been read, those skilled in the art are to of the invention each
The modification of kind equivalent form falls within the application range as defined in the appended claims.
As shown in Figure 1, a kind of sole plate waterproof structure for deformation seams, including the concrete cushion set gradually from bottom to up
1, coil waterproof layer 2 and concrete layer 7, coil waterproof layer 2 and concrete layer 7 are close to concrete cushion 1 and are laid with, concrete cushion
1 pours on the ground, and ground digs the trapezoidal groove of vertical section, 1 close proximity to ground height tendency of concrete cushion downwards
Laying is poured, concrete cushion 1 is upstream face slope 101 towards upstream face side, and opposite side is back side slope 102, is met
Groove slant of the bottom on water surface slope 101 and back side slope 102 with respect to ground；Concrete layer 7 is oblique including being located at upstream face
The upstream face concrete layer 701 of 101 top of slope and the back side concrete layer 702 for being located at 102 top of back side slope, upstream face
Concrete layer 701 and back side concrete layer 702 it is separated, middle buried water stop 3 is equipped in the middle part of gap, remaining is empty
Between be filled up completely pointing formed joint filling layer 4,4 upper surface of joint filling layer be successively arranged waterproof coating layer 5 and filling deformation joint face
Layer 6,6 two sides of deformation joint surface layer are laid with sole plate 8.C15 concrete is selected in 1 surfacing of concrete cushion, with a thickness of
100mm；45 ° of groove slant of the bottom on upstream face slope 101 and back side slope 102 with respect to ground.Coil waterproof layer 2 includes
Several are connected with each other overlapped MBP waterproof coiled material pad, the coiled material long side of adjacent MBP waterproof coiled material pad select self-adhesion edge lap,
Coiled material short side selects cementation zone overlap joint；The coiled material long side lap width of adjacent MBP waterproof coiled material pad is not less than 80mm, coiled material short side
Lap width is not less than 50mm.Concrete layer 7 selects self-waterproof concrete material, and compression strength is not less than C30, anti-permeability strength
Not less than P6.Middle buried water stop 3 selects rubber material, and middle part is hollow sphere, and two sides are to upstream face concrete layer 701 and carry on the back
Water surface concrete layer 702 each extends over slab construction, and slab construction is equipped with several protrusions, the center line of hollow ring and deformation
The center line of seam is overlapped, and the knuckle radius of protrusion on the corner is the arc structure not less than 200mm；Middle buried water stop 3 is logical
It crosses galvanized wire and fixes its position, pointing selects styrofoam.Waterproof coating layer 5 selects polyurethane waterproof material, thickness
For 3mm.
The good installation of membrane baseline of bullet on concrete cushion 1, moisture substrate be laid with when, basal plane answer it is smooth it is firm, without bright
Water, the suitable single layer of coiled material are laid with, and coiled material long side should use self-adhesion edge lap, and short side should be overlapped using cementation zone, roll end overlap joint
Area should mutually stagger, and when paving coiled material, pay attention to being aligned with reference line at any time, first carry out sky paving to coiled material, then glue to coiled material
Patch.MBP coiled material long side lap width is not less than 80mm, and short side lap width is not less than 50mm.Complete the paving in the big face of waterproof roll
After filling work, surface need to be repaired and be cleared up, when pouring structure concrete must not damage waterproof layer；Middle buried water stop 3
For rubber fastening band, waterstop must be buried accurately, and in-between hollow sphere should be overlapped with deformation joint and structural thickness center line.Ring
Border temperature can be used at -40 DEG C -40 DEG C, and the knuckle radius of the waterstop of deformation joint on the corner should be made into R >=200mm's
Arc-shaped, waterstop connects raft and must not stay in corner, and should stay in higher part position, and waterstop must be fixed before casting concrete
It is tied in cover special, and in the edge of waterstop with galvanized wire.
In addition, the present invention also provides a kind of construction methods of sole plate waterproof structure for deformation seams, it is characterised in that: including
Following steps:
Step 1: casting concrete bed course: using the concrete cushion of C15 concreting 100mm thickness, and smooth concrete mats
Layer surface；
Step 2: being laid with MBP coil waterproof layer: the good installation of membrane baseline of bullet on concrete cushion, single layer is laid with MBP coiled material, volume
Material long side uses self-adhesion edge lap, and using cementation zone overlap joint, roll end overlap mutually staggers coiled material short side, first to coiled material into
The empty paving of row, then paste to coiled material after the work of mating formation for completing the big face of waterproof roll, carries out repairing and clear to waterproof layer surface
Reason；
Step 3: embedded waterstop: smearing a layer concrete layer on coil waterproof layer to preset deformation joint position, will in it is buried
Waterstop is fixed in cover special, is placed in the middle part of deformation joint, is made the center line of the hollow ring of waterstop and the center of deformation joint
Line is overlapped, and is tied in the edge of middle buried water stop with galvanized wire；
Step 4: filling deformation joint: being filled up completely deformation joint using polyphenyl plate material, makes joint filling slice width degree and deformation joint with wide；
Step 5: brushing waterproof material: uniformly brushing the polyurethane water-proof paint of 3mm thickness in styrofoam pointing；
Step 6: filling deformation joint surface layer: uniformly filling C20 pea gravel concreten in remaining deformation joint gap；
Step 7: casting concrete layer: pouring self-waterproof concrete in deformation joint two sides；
Step 8: being laid with sole plate: in deformation joint surface layer two sides tiling sole plate.
Constructing operation of the present invention is simple and direct, and progress is fast, and uses MBP coiled material waterproof material, buried sealing in setting
Band, polyurethane water-proof paint, multiple waterproof is impervious, and impermeability is strong, and convenient and quick construction, waterproof quality are easy to get guarantor
Card.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (8)
1. a kind of sole plate waterproof structure for deformation seams, it is characterised in that: including the concrete cushion set gradually from bottom to up
(1), coil waterproof layer (2) and concrete layer (7), the coil waterproof layer (2) are close to the concrete cushion (1) and are laid with, institute
It states concrete layer (7) and is close to coil waterproof layer (2) laying,
The concrete cushion (1) pours on the ground, and ground digs the trapezoidal groove of vertical section, the coagulation downwards
Soil padding (1) close proximity to ground height tendency pours laying, concrete cushion (1) towards upstream face side be upstream face slope
(101), opposite side is back side slope (102), the bottom phase of the upstream face slope (101) and back side slope (102)
To the groove slant on ground；The concrete layer (7) includes the surface concrete that meets water being located above the upstream face slope (101)
Layer (701) and the back side concrete layer (702) being located above the back side slope (102), the upstream face concrete layer
(701) it is reserved with gap between the back side concrete layer (702), is equipped with joint filling layer (4) in the gap, the joint filling layer
(4) middle part is equipped with middle buried water stop (3), and joint filling layer (4) upper surface is successively arranged waterproof coating layer (5) from bottom to up
With filling deformation joint surface layer (6), deformation joint surface layer (6) two sides are laid with sole plate (8).
2. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: the concrete cushion (1)
Surfacing selects C15 concrete, with a thickness of 100mm；The bottom of the upstream face slope (101) and back side slope (102)
45 ° of groove slant of portion with respect to ground.
3. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: the coil waterproof layer (2)
It is connected with each other overlapped MBP waterproof coiled material pad including several, the coiled material long side of the adjacent MBP waterproof coiled material pad selects self-adhesion
Edge lap, coiled material short side select cementation zone overlap joint；The coiled material long side lap width of the adjacent MBP waterproof coiled material pad is not less than
80mm, coiled material short side lap width are not less than 50mm.
4. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: concrete layer (7) choosing
With self-waterproof concrete material, compression strength is not less than C30, and anti-permeability strength is not less than P6.
5. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: the middle buried water stop
(3) rubber material is selected, middle part is hollow sphere, and two sides are to the upstream face concrete layer (701) and back side concrete layer
(702) slab construction is each extended over, the slab construction is equipped with several protrusions, the center line and deformation joint of the hollow ring
Center line be overlapped, the protrusion knuckle radius on the corner is the arc structure not less than 200mm；Buried sealing in described
Band (3) fixes its position by galvanized wire.
6. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: filled out in the joint filling layer (4)
The pointing filled selects styrofoam.
7. sole plate waterproof structure for deformation seams according to claim 1, it is characterised in that: the waterproof coating layer (5)
Polyurethane waterproof material is selected, with a thickness of 3mm.
8. a kind of construction method of sole plate waterproof structure for deformation seams as claimed in claim 1, it is characterised in that:
The following steps are included:
Step 1: casting concrete bed course: using the concrete cushion of C15 concreting 100mm thickness, and smooth concrete mats
Layer surface；
Step 2: being laid with MBP coil waterproof layer: the good installation of membrane baseline of bullet on concrete cushion, single layer is laid with MBP coiled material, volume
Material long side uses self-adhesion edge lap, and using cementation zone overlap joint, roll end overlap mutually staggers coiled material short side, first to coiled material into
The empty paving of row, then paste to coiled material after the work of mating formation for completing the big face of waterproof roll, carries out repairing and clear to waterproof layer surface
Reason；
Step 3: embedded waterstop: smearing a layer concrete layer on coil waterproof layer to preset deformation joint position, will in it is buried
Waterstop is fixed in cover special, is placed in the middle part of deformation joint, is made the center line of the hollow ring of waterstop and the center of deformation joint
Line is overlapped, and is tied in the edge of middle buried water stop with galvanized wire；
Step 4: filling joint filling layer: using polyphenyl plate material completely filled layer；
Step 5: brushing waterproof material: uniformly brushing the polyurethane water-proof paint of 3mm thickness in styrofoam pointing；
Step 6: filling deformation joint surface layer: uniformly filling C20 pea gravel concreten in remaining deformation joint gap；
Step 7: casting concrete layer: pouring self-waterproof concrete in deformation joint two sides；
Step 8: being laid with sole plate: in deformation joint surface layer two sides tiling sole plate.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811443542.0A CN109372024A (en) | 2018-11-29 | 2018-11-29 | A kind of sole plate waterproof structure for deformation seams and construction method |
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| CN201811443542.0A CN109372024A (en) | 2018-11-29 | 2018-11-29 | A kind of sole plate waterproof structure for deformation seams and construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259031A (en) * | 2019-06-24 | 2019-09-20 | 中国建筑第八工程局有限公司 | Group's focus ground structure |
| CN110258649A (en) * | 2019-07-12 | 2019-09-20 | 中冶天工集团有限公司 | One kind, which connects, builds engineering Underground Construction seam water-tight device and construction method |
| CN114411941A (en) * | 2022-01-28 | 2022-04-29 | 山东金城建设有限公司 | Construction method for preventing underground garage from water bottom plate leakage |
| CN114575370A (en) * | 2022-04-01 | 2022-06-03 | 北京市第五建筑工程集团有限公司 | High-low span foundation structure and construction method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006053186A1 (en) * | 2006-11-09 | 2008-05-15 | Hochtief Construction Ag | Tunnel sealing method, involves carrying concrete layer from reinforced concrete under formation of joint gutter within floor area of tunnel, and sealing wall joint with wall water stop, which covers joint within wall area of tunnel |
| CN202440852U (en) * | 2012-03-12 | 2012-09-19 | 中天建设集团有限公司 | Advance water-stop isolation structure of basement post-poured strip |
| CN202450557U (en) * | 2012-02-29 | 2012-09-26 | 叶香雄 | Deformation joint of basement foundation slab |
| CN202689046U (en) * | 2012-05-18 | 2013-01-23 | 中建一局集团第三建筑有限公司 | Closed advanced water sealing post-cast strip |
| CN203256819U (en) * | 2013-04-27 | 2013-10-30 | 孔志坚 | Waterproof structure of basement deformation joint |
| CN104912119A (en) * | 2015-05-29 | 2015-09-16 | 中国建筑第六工程局有限公司 | Close jointing method for pre-paving macromolecular self-adhesion film waterproof roll |
| CN206521772U (en) * | 2016-08-31 | 2017-09-26 | 北京百耐尔防水工程有限公司 | Waterproof slab structure |
| CN207647524U (en) * | 2017-10-19 | 2018-07-24 | 李伟 | A kind of new-old concrete crossover node bottom deformation seam water proof structure |
| CN208121827U (en) * | 2018-04-17 | 2018-11-20 | 北京博大新元房地产开发有限公司 | Bottom plate advanced water-stop post-pouring zone structure |
| CN209368894U (en) * | 2018-11-29 | 2019-09-10 | 江苏兴厦建设工程集团有限公司 | A kind of sole plate waterproof structure for deformation seams |
-
2018
- 2018-11-29 CN CN201811443542.0A patent/CN109372024A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102006053186A1 (en) * | 2006-11-09 | 2008-05-15 | Hochtief Construction Ag | Tunnel sealing method, involves carrying concrete layer from reinforced concrete under formation of joint gutter within floor area of tunnel, and sealing wall joint with wall water stop, which covers joint within wall area of tunnel |
| CN202450557U (en) * | 2012-02-29 | 2012-09-26 | 叶香雄 | Deformation joint of basement foundation slab |
| CN202440852U (en) * | 2012-03-12 | 2012-09-19 | 中天建设集团有限公司 | Advance water-stop isolation structure of basement post-poured strip |
| CN202689046U (en) * | 2012-05-18 | 2013-01-23 | 中建一局集团第三建筑有限公司 | Closed advanced water sealing post-cast strip |
| CN203256819U (en) * | 2013-04-27 | 2013-10-30 | 孔志坚 | Waterproof structure of basement deformation joint |
| CN104912119A (en) * | 2015-05-29 | 2015-09-16 | 中国建筑第六工程局有限公司 | Close jointing method for pre-paving macromolecular self-adhesion film waterproof roll |
| CN206521772U (en) * | 2016-08-31 | 2017-09-26 | 北京百耐尔防水工程有限公司 | Waterproof slab structure |
| CN207647524U (en) * | 2017-10-19 | 2018-07-24 | 李伟 | A kind of new-old concrete crossover node bottom deformation seam water proof structure |
| CN208121827U (en) * | 2018-04-17 | 2018-11-20 | 北京博大新元房地产开发有限公司 | Bottom plate advanced water-stop post-pouring zone structure |
| CN209368894U (en) * | 2018-11-29 | 2019-09-10 | 江苏兴厦建设工程集团有限公司 | A kind of sole plate waterproof structure for deformation seams |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259031A (en) * | 2019-06-24 | 2019-09-20 | 中国建筑第八工程局有限公司 | Group's focus ground structure |
| CN110258649A (en) * | 2019-07-12 | 2019-09-20 | 中冶天工集团有限公司 | One kind, which connects, builds engineering Underground Construction seam water-tight device and construction method |
| CN114411941A (en) * | 2022-01-28 | 2022-04-29 | 山东金城建设有限公司 | Construction method for preventing underground garage from water bottom plate leakage |
| CN114411941B (en) * | 2022-01-28 | 2023-10-03 | 山东金城建设有限公司 | Construction method for preventing leakage of waterproof bottom plate of underground garage |
| CN114575370A (en) * | 2022-04-01 | 2022-06-03 | 北京市第五建筑工程集团有限公司 | High-low span foundation structure and construction method |
| CN114575370B (en) * | 2022-04-01 | 2024-04-02 | 北京市第五建筑工程集团有限公司 | High-low span foundation structure and construction method |
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