CN207079637U - A kind of poured band of outer wall of basement water sealing structure - Google Patents
A kind of poured band of outer wall of basement water sealing structure Download PDFInfo
- Publication number
- CN207079637U CN207079637U CN201720957228.9U CN201720957228U CN207079637U CN 207079637 U CN207079637 U CN 207079637U CN 201720957228 U CN201720957228 U CN 201720957228U CN 207079637 U CN207079637 U CN 207079637U
- Authority
- CN
- China
- Prior art keywords
- post
- cast strip
- water
- wall
- strip body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model discloses a kind of poured band of outer wall of basement water sealing structure,Post-cast strip body including internal cavities rectangular in cross-section,The post-cast strip body both sides fixation has poured outer wall body,The post-cast strip body upper surface is removably connected with cast-in-situ steel concrete plugging plate by bolt,The post-cast strip body has been bolted to connection filler with cast-in-situ steel concrete plugging plate junction,The post-cast strip body lower surface is fixedly connected with the sealing rod in cube structure by viscosity,The sealing rod lower surface is fixedly installed concrete seal plate by pouring,The concrete seal plate lower surface end has been bolted to connection closure cover plate,The concrete seal plate lower surface is bolted to connection matcoveredn,It disclosure satisfy that External Wall is backfilled early,Shorten the duration,Structure is securely and reliably reasonable in design,Coordinate appropriate,With higher market popularization value.
Description
Technical field
The utility model belongs to poured band of outer wall of basement water-stop technology field, and in particular to is poured after a kind of outer wall of basement
Band water sealing structure.
Background technology
Building in-situ concrete wall construction in, for reduce due to shrinkage stress caused by temperature and solve due to
Differential settlement caused by superstructure difference, outer wall of basement typically set post-cast strip by 30m or so.It is continuous with Building technology
Development, the building underground space is using quickly growing, and building basement is increasing, increasingly deeper, and basement post-pouring zone is as knot
Structure safety control measures are essential, and post-cast strip generally requires just pour after the completion of main structure construction.Such as basement
Post-pouring belt of outer wall, in order to meet integral construction requirement, the longer times such as the pouring of post-cast strip needs, cause pouring for post-cast strip
Time is later than the time of exterior wall backfill, particularly poured band of outer wall of basement.In order to avoid soil enter post-cast strip in, it is necessary to
Post-cast strip is blocked before backfill, i.e., blocks post-cast strip in advance.
Debris is inevitably dropped into post-cast strip before closing, and cleaning is difficult, and rainwater is easily accessible ground with construction water
Lower interior, easily it is contaminated and is difficult to clear up, influence normal construction, cleaning up cost is big when post-cast strip pours, and influences construction quality;
The presence of post-cast strip simultaneously, backfilling of earthwork is influenceed, and then influence the construction of other follow-up processes, influence the duration of a project.
Utility model content
The purpose of this utility model is to provide a kind of poured band of outer wall of basement water sealing structure, to solve above-mentioned background skill
The problem of being proposed in art.
To achieve the above object, the utility model provides following technical scheme:A kind of poured band of outer wall of basement sealing knot
Structure, including the post-cast strip body of internal cavities rectangular in cross-section, the post-cast strip body both sides fixation has poured outer wall body,
The post-cast strip body upper surface is removably connected with cast-in-situ steel concrete plugging plate, the post-cast strip body and cast-in-place steel by bolt
Concrete plug plate junction has been bolted to connection filler, and the post-cast strip body lower surface is fixedly connected with by viscosity
In the sealing rod of cube structure, the sealing rod lower surface is fixedly installed concrete seal plate by pouring, the coagulation
Native seal plate lower surface end has been bolted to connection closure cover plate, and the concrete seal plate lower surface is consolidated by bolt
Surely matcoveredn is connected, the closure cover plate is fixedly connected with rubber waterproof waterstop, institute with protective layer junction by viscosity
State protective layer lower surface and splash guard is connected with by viscosity, the splash guard lower surface has been bolted to connection waterproof volume
Material, the waterproof roll lower surface are fixedly connected with waterproof layer by viscosity, and the post-cast strip chamber body outer wall body passes through
Bolt is fixedly connected with steel plate for sealing water.
Preferably, the waterproof layer includes bituminous water-proof coating, polyurethane water-proof paint layer and rigid waterproof layer, the pitch
Waterproof layer lower surface is fixedly connected with polyurethane water-proof paint layer by viscosity, and the polyurethane water-proof paint layer lower surface passes through
Viscosity is fixedly connected with rigid waterproof layer.
Preferably, the concrete seal plate section is trapezium structure, and the concrete seal plate left and right sides are
Ramped shaped, and described concrete seal plate upper surface the right and left wider than post-cast strip body width 100 to 200mm.
Preferably, the filler is extruded sheet, and the sealing rod is water-swellable sealing rod, and the protective layer is
Concrete cushion.
Preferably, the inner concave shape trapezium structure mutually agreed with concrete sealing plate shape is arranged on the splash guard, and
Extended at left and right sides of the splash guard to both sides below outer wall body.
Technique effect of the present utility model and advantage:The poured band of outer wall of basement water sealing structure, by setting cast-in-place steel
Concrete plug plate, debris can be dropped into can avoiding, will not be because of influence backfilling of earthwork, and then influence applying for other follow-up processes
Work, influence the duration of a project;By setting filler, filler stability is good, corrosion-resistant, and resistance to compression, impact resistance are extremely strong, add
Bonding strength between cast-in-situ steel concrete plugging plate and post-cast strip body, service life can be increased;, can by setting steel plate for sealing water
Effectively to prevent the press water of outside from penetrating into basement;By setting closure cover plate and concrete seal plate, pass through closure
Cover plate and concrete seal plate cooperate, it is possible to achieve block the effect of waterproof, reach the effect for preventing water penetration;By setting
Sealing rod is put, is expanded when sealing rod meets water, stop water enters route, it would be possible to which the place of water inlet is effectively sealed
It is stifled, improve the effect of waterproof;By setting waterproof layer and waterproof roll, using multilayer flashing structure, strengthen post-cast strip body
Antiseep effect, the poured band of outer wall of basement water sealing structure, disclosure satisfy that External Wall is backfilled early, shorten the duration,
Structure is securely and reliably reasonable in design, coordinates appropriately, has higher market popularization value.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model waterproof layer.
In figure:1 outer wall body, 2 post-cast strip bodies, 3 cast-in-situ steel concrete plugging plates, 4 fillers, 5 steel plate for sealing water, 6 cappings
Plate, 7 rubber water-proof plates, 8 waterproof layers, 81 bituminous water-proof coatings, 82 polyurethane water-proof paint layers, 83 rigid waterproof layers, 9 sealing rods,
10 splash guards, 11 concrete seal plates, 12 waterproof rolls, 13 protective layers.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, Fig. 1 is structural representation of the present utility model, and a kind of poured band of outer wall of basement water sealing structure, bag
The post-cast strip body 2 of internal cavities rectangular in cross-section is included, the both sides of post-cast strip body 2 fixation has poured outer wall body 1, institute
State the upper surface of post-cast strip body 2 and cast-in-situ steel concrete plugging plate 3 is removably connected with by bolt, by setting cast-in-situ steel concrete plugging plate
3, debris can be dropped into can avoiding, work will not be influenceed because of backfilling of earthwork, and then the construction of other follow-up processes of influence is influenceed
The journey duration;The post-cast strip body 2 has been bolted to connection filler 4 with the junction of cast-in-situ steel concrete plugging plate 3, by setting
Filler 4 is put, the stability of filler 4 is good, corrosion-resistant, and resistance to compression, impact resistance are extremely strong, adds cast-in-situ steel concrete plugging plate 3 with after
The bonding strength between band body 2 is poured, service life can be increased;The lower surface of post-cast strip body 2 connects by the way that viscosity is fixed
The sealing rod 9 in cube structure is connected to, the lower surface of sealing rod 9 is fixedly installed concrete seal plate 11 by pouring,
The section of concrete seal plate 11 is trapezium structure, and the left and right sides of concrete seal plate 11 are ramped shaped, and institute
The upper surface the right and left of concrete seal plate 11 is stated than the width of post-cast strip body 2 wide 100 to 200mm.The concrete seal plate
11 lower surfaces end have been bolted to connection closure cover plate 6, by setting closure cover plate 6 and concrete seal plate 11, lead to
Cross closure cover plate 6 and concrete seal plate 11 cooperates, it is possible to achieve block the effect of waterproof, reach the effect for preventing water penetration
Fruit;The lower surface of concrete seal plate 11 is bolted to connection matcoveredn 13, and the filler 4 is extruded sheet, and
The sealing rod 9 is water-swellable sealing rod, and the protective layer 13 is concrete cushion.By setting sealing rod 9, work as sealing
Bar 9 is expanded when meeting water, and stop water enters route, it would be possible to which the place of water inlet is effectively blocked, and improves waterproof
Effect;The closure cover plate 6 is fixedly connected with rubber waterproof waterstop 7, the guarantor with the junction of protective layer 13 by viscosity
The lower surface of sheath 13 is connected with splash guard 10 by viscosity, is arranged on the splash guard 10 and the shape phase of concrete seal plate 11
The inner concave shape trapezium structure agreed with, and the left and right sides of the splash guard 10 extends to the lower section of outer wall body 1 to both sides.The waterproof
The lower surface of plate 10 has been bolted to connection waterproof roll 12, and the lower surface of waterproof roll 12 is fixedly connected with by viscosity
Waterproof layer 8, by setting waterproof layer 8 and waterproof roll 12, using multilayer flashing structure, the antiseep of enhancing post-cast strip body 2
Effect, the inner chamber outer wall body 1 of post-cast strip body 2 have been bolted to connection steel plate for sealing water 5.By setting steel plate for sealing water
5, it can effectively prevent the press water of outside from penetrating into basement.
Referring to Fig. 2, Fig. 2 is the structural representation of the utility model waterproof layer, the waterproof layer 8 includes bituminous water-proof coating
81st, polyurethane water-proof paint layer 82 and rigid waterproof layer 83, the lower surface of bituminous water-proof coating 81 are fixedly connected with by viscosity
Polyurethane water-proof paint layer 82, the lower surface of polyurethane water-proof paint layer 82 are fixedly connected with rigid waterproof layer by viscosity
83.By setting waterproof layer, by the water-proofing treatment of multilayer, the infiltration of water can be effectively prevented.
Operation principle:Cast-in-situ steel concrete plugging plate 3 blocks to post-cast strip body 2, can drop into debris, Bu Huiying with avoiding
Ring backfilling of earthwork, the waterproof effect that the waterproof layer 8 and waterproof roll 12 of setting pass through multilayer, it is therefore prevented that the infiltration of water.
Finally it should be noted that:Preferred embodiment of the present utility model is the foregoing is only, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Progress equivalent substitution, all within the spirit and principles of the utility model, any modification, equivalent substitution and improvements made etc.,
It should be included within the scope of protection of the utility model.
Claims (5)
1. a kind of poured band of outer wall of basement water sealing structure, including the post-cast strip body (2) of internal cavities rectangular in cross-section, it is special
Sign is:Post-cast strip body (2) both sides fixation has poured outer wall body (1), and post-cast strip body (2) upper surface leads to
Cross bolt and be removably connected with cast-in-situ steel concrete plugging plate (3), the post-cast strip body (2) is connected with cast-in-situ steel concrete plugging plate (3)
Place has been bolted to connection filler (4), and it is in cube that post-cast strip body (2) lower surface is fixedly connected with by viscosity
The sealing rod (9) of body structure, sealing rod (9) lower surface is fixedly installed concrete seal plate (11) by pouring, described
Concrete seal plate (11) lower surface end has been bolted to connection closure cover plate (6), the concrete seal plate (11)
Lower surface is bolted to connection matcoveredn (13), and the closure cover plate (6) passes through viscosity with protective layer (13) junction
Rubber waterproof waterstop (7) is fixedly connected with, protective layer (13) lower surface is connected with splash guard (10) by viscosity, described
Splash guard (10) lower surface has been bolted to connection waterproof roll (12), and waterproof roll (12) lower surface passes through viscosity
Waterproof layer (8) is fixedly connected with, post-cast strip body (2) the inner chamber outer wall body (1) has been bolted to connection water-stopping steel
Plate (5).
A kind of 2. poured band of outer wall of basement water sealing structure according to claim 1, it is characterised in that:The waterproof layer
(8) bituminous water-proof coating (81), polyurethane water-proof paint layer (82) and rigid waterproof layer (83), the bituminous water-proof coating (81) are included
Lower surface is fixedly connected with polyurethane water-proof paint layer (82) by viscosity, and polyurethane water-proof paint layer (82) lower surface leads to
Cross viscosity and be fixedly connected with rigid waterproof layer (83).
A kind of 3. poured band of outer wall of basement water sealing structure according to claim 1, it is characterised in that:The concrete stops
Water plate (11) section is trapezium structure, and the concrete seal plate (11) left and right sides are ramped shaped, and the concrete
Seal plate (11) upper surface the right and left is than post-cast strip body (2) width wide 100 to 200mm.
A kind of 4. poured band of outer wall of basement water sealing structure according to claim 1, it is characterised in that:The filler
(4) it is extruded sheet, and the sealing rod (9) is water-swellable sealing rod, the protective layer (13) is concrete cushion.
A kind of 5. poured band of outer wall of basement water sealing structure according to claim 1, it is characterised in that:The splash guard
(10) the inner concave shape trapezium structure mutually agreed with concrete seal plate (11) shape, and the splash guard (10) left and right are arranged on
Two lateral sides are extended to below outer wall body (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720957228.9U CN207079637U (en) | 2017-08-02 | 2017-08-02 | A kind of poured band of outer wall of basement water sealing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720957228.9U CN207079637U (en) | 2017-08-02 | 2017-08-02 | A kind of poured band of outer wall of basement water sealing structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207079637U true CN207079637U (en) | 2018-03-09 |
Family
ID=61423810
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720957228.9U Active CN207079637U (en) | 2017-08-02 | 2017-08-02 | A kind of poured band of outer wall of basement water sealing structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207079637U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109235891A (en) * | 2018-09-04 | 2019-01-18 | 中建八局第三建设有限公司 | A kind of Large Span Prestressed Beam concrete pitched roof jump storehouse method construction method |
CN109826239A (en) * | 2019-03-14 | 2019-05-31 | 中兴文物建筑装饰工程有限公司 | A kind of poured band of outer wall of basement structure and its construction method |
-
2017
- 2017-08-02 CN CN201720957228.9U patent/CN207079637U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109235891A (en) * | 2018-09-04 | 2019-01-18 | 中建八局第三建设有限公司 | A kind of Large Span Prestressed Beam concrete pitched roof jump storehouse method construction method |
CN109826239A (en) * | 2019-03-14 | 2019-05-31 | 中兴文物建筑装饰工程有限公司 | A kind of poured band of outer wall of basement structure and its construction method |
CN109826239B (en) * | 2019-03-14 | 2024-02-06 | 中兴文物建筑装饰工程有限公司 | Basement outer wall post-pouring strip structure and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN206722878U (en) | A kind of mining light-duty filling counterfort | |
CN202830997U (en) | Deformation joint waterproof structure for subway station main body side wall | |
CN105220713B (en) | The waterproof construction of outer wall of basement subsiding crack | |
CN105297743B (en) | A kind of ground-connecting-wall defect seepage stops discharge structure and its construction method | |
CN206706791U (en) | Base pit dewatering well plugging structure | |
CN206916753U (en) | A kind of water sealing structure of diaphram wall and its seam crossing | |
CN207079638U (en) | The waterproof construction of gravity dam retaining wall retaining design high-low bay sole plate | |
CN107605507A (en) | Service channel shield-tunneling construction receives structure and construction method | |
CN105019919A (en) | Tunnel for transmitting fluid and construction method thereof | |
CN105862928A (en) | Post-cast strip outer wall in-advance water stopping treatment structure and construction process thereof | |
CN207079637U (en) | A kind of poured band of outer wall of basement water sealing structure | |
CN107524174A (en) | A kind of diaphragm wall I-shaped steel joint provided with water expandable waterstop | |
CN108571016A (en) | The deformation joint structure and construction method of underground pipe gallery | |
CN202730786U (en) | Well-sealing waterproof construction structure of dewatering well | |
CN106498959A (en) | Gutter for deep overburden | |
CN104652495B (en) | Internal support of foundation pit column and base plate node waterproof construction technology | |
CN103590369B (en) | A kind of waterproof structure of concrete face rockfill dam joint and construction technology | |
CN108547260A (en) | A kind of full library basin Anti-seeping technology structure of karst area and construction method | |
CN206034502U (en) | Prefabricated utility tunnel bell and spigot waterproof construction of assembling | |
CN204827469U (en) | A tunnel for transmission fluid | |
CN209397743U (en) | New-old concrete works intersection stitches waterproof construction | |
CN206189430U (en) | A escape canal for deep overburden ground | |
CN113737809B (en) | Waterproof construction method for lattice column crossing pipe gallery | |
CN110747819A (en) | Concrete face rockfill dam with geotextile layer between bedding material and transition material | |
CN106013256B (en) | The tenon formula joint waterproofing structure of concrete waist rail embedded structure side wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |