CN209538214U - A kind of late poured band structure of outer wall of basement - Google Patents
A kind of late poured band structure of outer wall of basement Download PDFInfo
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- CN209538214U CN209538214U CN201920169183.8U CN201920169183U CN209538214U CN 209538214 U CN209538214 U CN 209538214U CN 201920169183 U CN201920169183 U CN 201920169183U CN 209538214 U CN209538214 U CN 209538214U
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- wall
- poured
- band structure
- structure according
- water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 238000010276 construction Methods 0.000 claims abstract description 31
- 238000007789 sealing Methods 0.000 claims abstract description 28
- 238000005266 casting Methods 0.000 claims abstract description 24
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 12
- 241001669679 Eleotris Species 0.000 claims abstract description 11
- 230000000875 corresponding Effects 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000004078 waterproofing Methods 0.000 claims description 10
- 239000004793 Polystyrene Substances 0.000 claims description 4
- 229920002223 polystyrene Polymers 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 abstract description 4
- 238000005336 cracking Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 13
- 230000003014 reinforcing Effects 0.000 description 5
- 239000004567 concrete Substances 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 210000000481 Breast Anatomy 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
Abstract
The utility model discloses a kind of late poured band structures of outer wall of basement, comprising to casting area, it is described to casting area two sides be poured wall, two have poured and are respectively provided with a sleeper in wall, the wall that poured of two sides respectively extends towards to form two opposite evagination ennations along outside, the outer convex direction of two ennations is towards upstream face, each sleeper is located at the corresponding variable cross-section for having poured wall, deformation joint is equipped between two ennations, water sealing part is equipped in the deformation joint, the upstream face that wall and deformation joint have been poured described in two is equipped with waterproof construction.Ultra-deep foundation pit or the higher construction environment of level of ground water can be effectively applicable to using the present apparatus, cracking and the leak for preventing post-pouring belt of outer wall structure caused by hydraulic pressure and earth lateral pressure are excessive after backfilling, reduce the exposure duration of foundation pit, ensure construction safety, the construction period is saved, construction cost is reduced.
Description
Technical field
The utility model relates to basement post-pouring zone field of engineering technology, in particular to a kind of post-cast strip of outer wall of basement
Structure.
Background technique
It is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or sedimentation unevenness may produce in construction
Raw harmful cracks need to stay in basement bottom board and exterior wall corresponding position and set post-cast strip according to design or the requirement of job specfication.
However in certain municipal constructions, since local groundwater resources are very rich, as foundation pit ultra-deep (more than 10m), underground water
Pressure is bigger, and reinforcing bar and steel plate for sealing water that existing late poured band structure is be easy to cause in structure are immersed in water and get rusty, and pour after influencing
Belt construction quality, and post-pouring belt of outer wall pour after can just do the waterproof and backfill of basement, ultra-deep foundation pit hydraulic pressure after backfill
Big with earth lateral pressure, post-pouring belt of outer wall structure is easy to crack after construction and leak, influences the duration, increases cost.
Utility model content
The purpose of the utility model is to overcome existing post-pouring belt of outer wall structures to be easy to cause reinforcing bar in structure and reserved
Steel plate water-stopping is immersed in water and gets rusty, and under ultra-deep foundation pit operating condition, pours the above-mentioned deficiencies such as rear easy to crack and leak, provides one kind
The late poured band structure of outer wall of basement.
To achieve the goals above, the utility model provides following technical scheme:
A kind of late poured band structure of outer wall of basement, comprising to casting area, described to casting area two sides is to have poured
Wall, two have poured and are respectively provided with a sleeper in wall, and the wall that poured of two sides respectively extends towards to form two along outside
A opposite evagination ennation, towards upstream face, each sleeper is located to be corresponded to the outer convex direction of two ennations
It pours at the variable cross-section of wall, deformation joint is equipped between two ennations, be equipped with water sealing part in the deformation joint, two
It is described to have poured wall and the upstream face of deformation joint is equipped with waterproof construction.
Using a kind of late poured band structure of outer wall of basement described in the utility model, level of ground water is very high, hydraulic pressure very
In the case where big, earth lateral pressure is also very big after backfill, and using sleeper is added at variable cross-section, the variable cross-section is described poured
At the evagination ennation of walling body, it can effectively avoid and not live earth lateral pressure after backfill because bearing due to crack, and then poured after causing
Danger with leak infiltration, simultaneously because the deformation joint between two ennations is located at areas outside to be poured, the deformation joint
In be equipped with water sealing part, can construct in advance outside waterproof construction, make basement post-pouring zone from foundation pit outside underground water and
The influence of silt reduces the exposure duration of foundation pit, ensures construction safety, saves the construction period, construction cost is reduced, to be poured
It builds when region is poured and only needs single side formwork, the construction operation being particularly suitable under narrow place.
Preferably, described to be equipped with catch pit by casting area.
It is further preferred that the catch pit is set in bottom plate rear pouring tape, the width and bottom plate rear pouring tape of the catch pit
It is of same size, the bottom surface of the catch pit is 500-600mm lower than the bottom surface of bottom plate rear pouring tape.
Using above-mentioned set-up mode, i.e., in the bottom plate rear pouring tape of the area inside to be poured carry out part dig deep at
The catch pit reduces shoveling amount, saves space, advantageously ensure that the drying in post-cast strip, avoid reserved reinforcing bar and steel plate
It is impregnated, is prevented by the destruction for building slag.Later period backfills catch pit before bottom plate rear pouring tape closing, using plain concrete, has
Effect saves amount of reinforcement.
Preferably, the water sealing part includes rubber fastening band and extruded polystyrene board, the both ends point of the rubber fastening band
Lacing wire is not connected with it.Rubber fastening band both ends are fixed by lacing wire, effectively prevent shifting.
Preferably, the waterproof construction includes waterproof layer and protective layer.
It is further preferred that the waterproof construction also includes additional waterproofing layer, the additional waterproofing layer is set to the deformation
The upstream face of seam, the additional waterproofing layer are located on the inside of the waterproof layer.
It preferably, also include steel plate for sealing water, the steel plate for sealing water is set to casting area and has poured between wall, described
The setting direction of steel plate for sealing water is perpendicular to the extending direction to casting area.
It is further preferred that the steel plate for sealing water with a thickness of 3-5mm.
It is further preferred that the bending side of the steel plate for sealing water is towards upstream face.
The steel plate for sealing water is along the center line anchoring to casting area extending direction.
In conclusion compared with prior art, the utility model has the beneficial effects that
1, using a kind of late poured band structure of outer wall of basement described in the utility model, ultra-deep base can be effectively applicable to
Hole or the higher construction environment of level of ground water prevent post-pouring belt of outer wall structure caused by hydraulic pressure and earth lateral pressure are excessive after backfilling
Cracking and leak, reduce the exposure duration of deep basal pit, ensure construction safety, save the construction period, reduce construction cost, are treating
Single side formwork is only needed when casting area is poured, the construction operation being particularly suitable under narrow place.
2, part is carried out in bottom plate rear pouring tape and digs deep into the catch pit, is reduced shoveling amount, is saved space, be conducive to
Guarantee the drying in post-cast strip, avoids reserved reinforcing bar and steel plate from being impregnated, prevent by the destruction for building slag, the later period is in bottom plate
Before the closing of post-cast strip, catch pit is backfilled using plain concrete, effectively saving amount of reinforcement.
Detailed description of the invention:
Fig. 1 is a kind of structural schematic diagram of the late poured band structure of outer wall of basement described in the utility model.
Marked in the figure: 1- waits for casting area, 2- has poured wall, 3- sleeper, 4- catch pit, 5- bottom plate rear pouring tape, 6- rubber
Glue waterstop, 7- extruded polystyrene board, 8- waterproof layer, 9- additional waterproofing layer, 10- steel plate for sealing water.
Specific embodiment
With reference to the accompanying drawing and specific embodiment is described in further detail the utility model.But this should not be understood
Embodiment below, all technologies realized based on the content of the present invention are only limitted to for the range of the above-mentioned theme of the utility model
Belong to the scope of the utility model.
Embodiment 1
A kind of late poured band structure of outer wall of basement described in the utility model, as shown in Figure 1, a kind of outer wall of basement
Late poured band structure, comprising to casting area 1, the left and right sides to casting area 1 is to have poured wall 2, and two have poured
A sleeper 3 is respectively provided in wall 2, the wall 2 that poured of two sides respectively extends towards to form two opposite evaginations along outside
Ennation, towards upstream face, each sleeper 3 is located at correspondence and has poured wall 2 the outer convex direction of two ennations
At variable cross-section, it is equipped with deformation joint between two ennations, is equipped with water sealing part, the water sealing part packet in the deformation joint
Containing rubber fastening band 6 and extruded polystyrene board 7, the both ends of the rubber fastening band 6 are fixed by lacing wire respectively, effectively prevent moving
Position, water sealing part also can be replaced other existing components, and the upstream face that wall 2 and deformation joint have been poured described in two is equipped with
Waterproof construction, the waterproof construction includes waterproof layer 8 and protective layer, at the upstream face of the deformation joint of 8 inside of waterproof layer
Additional waterproofing layer 9 is added, the width of the additional waterproofing layer 9 is greater than the width of the deformation joint, as deformation joint two is stretched out at both ends
Each 300mm in side is further ensured that existing waterproof material can be used in waterproof effect, the waterproof layer 8 and additional waterproofing layer 9, such as
Waterproof roll, it is described to casting area 1 and poured between wall 2 be equipped with steel plate for sealing water 10, the setting of the steel plate for sealing water 10
Direction is arranged along the vertical direction perpendicular to the extending direction to casting area 1, i.e., the described steel plate for sealing water, 10 edge of steel plate for sealing water
To 1 extending direction of casting area center line anchor, the steel plate for sealing water 10 with a thickness of 3-5mm, it is further preferred that institute
The bending side of steel plate for sealing water 10 is stated towards the direction of upstream face, it is described to be equipped with catch pit 4 by casting area 1, it is preferred that described
Catch pit 4 is set in bottom plate rear pouring tape 5, of same size, the catch pit 4 of the width and bottom plate rear pouring tape 5 of the catch pit 4
Bottom surface it is 500-600mm lower than the bottom surface of bottom plate rear pouring tape 5, i.e., in the bottom plate rear pouring tape 5 to the inside of casting area 1 into
Deep is dug into the catch pit 4 in row part, the catch pit 4 be set to it is described to 1 inside side of casting area, convenient for will be wait pour
Rubbish etc. in region 1 is discharged into catch pit 4, advantageously ensures that the drying in post-cast strip, avoid reserved reinforcing bar and steel plate by
To immersion, prevent by the destruction for building slag, the later period backfills catch pit 4 before bottom plate rear pouring tape closing, using plain concrete, effectively
Save amount of reinforcement.
Using a kind of late poured band structure of outer wall of basement described in the utility model, using multiple waterproof structure and add
Sleeper avoids the danger cracked due to not living earth lateral pressure because bearing after backfill, and then post-cast strip leak is caused to be seeped water, while energy
The waterproof construction in enough outsides of construction in advance, make basement post-pouring zone from foundation pit outside underground water and silt influence, effectively
It solves the common quality defect of the easy leak infiltration of poured band of outer wall of basement, reduces the exposure duration of deep basal pit, ensure construction safety,
The construction period is saved, construction cost is reduced, only needs single side formwork when treating casting area and being poured, be particularly suitable for narrow
Construction operation under narrow place.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (9)
1. a kind of late poured band structure of outer wall of basement, which is characterized in that described to casting area comprising to casting area (1)
(1) two sides are to have poured wall (2), and two have poured and are respectively provided with a sleeper (3) in wall (2), and two sides have poured wall
(2) it respectively extends towards to form two opposite evagination ennations along outside, the outer convex direction direction of two ennations is met
The water surface, each sleeper (3) are located at the corresponding variable cross-section for having poured wall (2), are equipped with and become between two ennations
Shape seam, the deformation joint is interior to be equipped with water sealing part, and the upstream face that wall (2) and deformation joint have been poured described in two is equipped with waterproof
Structure.
2. late poured band structure according to claim 1, which is characterized in that described to be equipped with catch pit by casting area (1)
(4)。
3. late poured band structure according to claim 2, which is characterized in that the catch pit (4) is set to bottom plate rear pouring tape (5)
In, the width of the catch pit (4) is of same size with bottom plate rear pouring tape (5), and the bottom surface of the catch pit (4) after bottom plate than pouring
The low 500-600mm in bottom surface of band (5).
4. late poured band structure according to claim 1, which is characterized in that the water sealing part includes rubber fastening band (6)
Lacing wire is connected separately with the both ends of extruded polystyrene board (7), the rubber fastening band (6).
5. late poured band structure according to claim 1, which is characterized in that the waterproof construction includes waterproof layer (8) and protects
Sheath.
6. late poured band structure according to claim 5, which is characterized in that the waterproof construction also includes additional waterproofing layer
(9), the additional waterproofing layer (9) is set to the upstream face of the deformation joint, and the additional waterproofing layer (9) is located at the waterproof layer
(8) inside.
7. -6 any late poured band structure according to claim 1, which is characterized in that also include steel plate for sealing water (10), it is described
Steel plate for sealing water (10) is set to casting area (1) and has poured between wall (2), and the setting direction of the steel plate for sealing water (10) is hung down
Directly in the extending direction to casting area (1).
8. late poured band structure according to claim 7, which is characterized in that the steel plate for sealing water (10) with a thickness of 3-5mm.
9. late poured band structure according to claim 7, which is characterized in that the bending side direction of the steel plate for sealing water (10) is met
The water surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920169183.8U CN209538214U (en) | 2019-01-30 | 2019-01-30 | A kind of late poured band structure of outer wall of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920169183.8U CN209538214U (en) | 2019-01-30 | 2019-01-30 | A kind of late poured band structure of outer wall of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538214U true CN209538214U (en) | 2019-10-25 |
Family
ID=68272579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920169183.8U Active CN209538214U (en) | 2019-01-30 | 2019-01-30 | A kind of late poured band structure of outer wall of basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538214U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112695806A (en) * | 2020-12-22 | 2021-04-23 | 亚都建设集团有限公司 | Construction method of advanced water stop post-cast strip |
-
2019
- 2019-01-30 CN CN201920169183.8U patent/CN209538214U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112695806A (en) * | 2020-12-22 | 2021-04-23 | 亚都建设集团有限公司 | Construction method of advanced water stop post-cast strip |
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| GR01 | Patent grant |