CN207376661U - A kind of plugging structure of poured band of outer wall of basement - Google Patents
A kind of plugging structure of poured band of outer wall of basement Download PDFInfo
- Publication number
- CN207376661U CN207376661U CN201721181290.XU CN201721181290U CN207376661U CN 207376661 U CN207376661 U CN 207376661U CN 201721181290 U CN201721181290 U CN 201721181290U CN 207376661 U CN207376661 U CN 207376661U
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- prefabricated board
- post
- cast strip
- exterior wall
- wall
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Abstract
The utility model discloses a kind of plugging structures of poured band of outer wall of basement, stay including exterior wall and vertically the post-cast strip being located on the exterior wall, and the embedded bar for transversely running through the post-cast strip is embedded in the exterior wall;The outside of the exterior wall is arranged on for blocking the prefabricated board of the post-cast strip it is characterized in that, further including, and the prefabricated board is set along the short transverse of the exterior wall;There are multiple connection reinforcing bars for stretching into the post-cast strip, the connection reinforcing bar is connected to away from one end of the prefabricated board on the embedded bar, and the prefabricated board is made to be close on the exterior wall on the prefabricated board.The utility model have it is simple in structure, it is easy for construction, be conducive to shorten the construction period, the advantages that plugging effect is preferable.
Description
Technical field
The utility model is related to technical field of building construction, in particular to a kind of closure knot of poured band of outer wall of basement
Structure.
Background technology
In structural engineering construction, outer wall of basement waterproof construction and foundation pit backfill are generally required and erected in basement
It could be carried out after the completion of the closure of post-cast strip, however be that post-cast strip concrete pours according to the vertical post-cast strip closure of Design Requirement Drawing
It builds and generally requires after outer wall of basement concreting 60 days, wait the contraction distortion of exterior walls that could be poured after being basically completed
It builds, then could carry out waterproof construction and backfill process on the outside of outer wall of basement, so be greatly lowered construction speed.
Current most of methods using brick retaining wall block the vertical post-cast strip of outer wall of basement, the construction method of this brick masonry
Construction is complicated, plastering processing is also needed to after closure could carry out waterproof construction quantities greatly, block long in time limit, and plugging effect
Difference.
Utility model content
In view of the above shortcomings of the prior art, technical problem to be solved in the utility model is:How a kind of knot is provided
Structure is simple, easy for construction, is conducive to shorten the construction period, the plugging structure of the preferable poured band of outer wall of basement of plugging effect.
In order to solve the above-mentioned technical problem, the utility model employs following technical solution:
A kind of plugging structure of poured band of outer wall of basement stays including exterior wall and vertically and is located at the exterior wall
On post-cast strip, the embedded bar for transversely running through the post-cast strip is embedded in the exterior wall;It is characterized in that, it further includes
The outside for being arranged on the exterior wall is used to block the prefabricated board of the post-cast strip, height of the prefabricated board along the exterior wall
Direction is set;There are multiple connection reinforcing bars for stretching into the post-cast strip, the connection reinforcing bar is away from described pre- on the prefabricated board
One end of making sheet is connected on the embedded bar, and the prefabricated board is made to be close on the exterior wall.
Using the above structure, the prefabricated board of post-cast strip is blocked due to being provided on exterior wall, post-cast strip is protected,
In this way, before being poured in post-cast strip, waterproof construction and backfill process are carried out with regard to external wall, treat the contraction distortion base of exterior wall
Pouring for post-cast strip is carried out again after the completion of this;Be conducive to accelerate construction progress.Said structure is simple, easy for construction, is conducive to contract
Casual labourer's phase, plugging effect are preferable.
Further, the prefabricated board includes concrete and crisscross the steel bar stress being arranged in concrete, institute
State the intersection in length and breadth that connection reinforcing bar is located at the steel bar stress.
Since the intersection in length and breadth of the steel bar stress in prefabricated board is subject to the stress steel of horizontal and vertical both direction simultaneously
The reinforcement of muscle, intensity is higher, will connection steel-bar arrangement in the position, be conducive to improve the bonding strength of connection reinforcing bar.
Further, the connection reinforcing bar has the extension for mounting the embedded bar away from one end of the prefabricated board
Hook, the other end of the connection reinforcing bar has external screw thread, and through the prefabricated board and is equipped with clamp nut.
In this way, during installation, it is only necessary to the hook for connecting reinforcing bar is hooked on embedded bar, adjusts trip bolt, it is possible to
Prefabricated board is fixed on exterior wall.Said structure is simple, easy for installation.
Further, the top of the prefabricated board has the hanging ring in inverted U, and the hanging ring is located at the prefabricated board direction
The one side of the post-cast strip, the lower end of the hanging ring bend towards the prefabricated board and are embedded in the prefabricated board.
Using the above structure, hanging ring can be utilized to be lifted into prefabricated board and subscribes position, and since hanging ring is positioned at prefabricated
Plate is towards the one side of post-cast strip so that hanging ring will not interfere with the placement of two adjacent prefabricated boards, easy to operation.In addition, hanging ring
In post-cast strip, after post-cast strip pours, hanging ring can be poured into post-cast strip, without carrying out cutting operation.
Further, the prefabricated board is included for the first flat edge for being fitted on the exterior wall, with it is described after pour
The second flat edge with corresponding setting and the bevel edge portion being connected between the described first flat edge and the second flat edge;Institute
It states the second flat edge and protrudes outward setting along the direction away from the post-cast strip compared with the described first flat edge.
In this way, it can more fully can be filled into order to the concrete in post-cast strip in post-cast strip.
Further, the prefabricated board deviates from the one side putting on full scale steel wire net of the post-cast strip.
In this way, being conducive to the plastering in later stage, the adhesive force of plastering is improved.
Further, the width of the described first flat edge is 100mm, and the width in the bevel edge portion is 142mm, and described
First flat edge projection width in the plane be 100mm.
In conclusion the utility model have it is simple in structure, it is easy for construction, be conducive to shorten the construction period, plugging effect is preferable
The advantages that.
Description of the drawings
Fig. 1 is the structure diagram of the utility model embodiment.
Specific embodiment
With reference to embodiment, the utility model is described in further detail.
During specific implementation:As shown in Figure 1, the plugging structure of a kind of poured band of outer wall of basement and vertically staying is located at
Post-cast strip 2 on the exterior wall 1 is embedded with the embedded bar 3 for transversely running through the post-cast strip 2 in the exterior wall 1;Its
It is characterized in that, further includes and be arranged on the outside of the exterior wall 1 for blocking the prefabricated board 4 of the post-cast strip 2, the prefabricated board
4 are set along the short transverse of the exterior wall 1;There are multiple connection reinforcing bars 5 for stretching into the post-cast strip 2 on the prefabricated board 4,
The connection reinforcing bar 5 is connected to away from one end of the prefabricated board 4 on the embedded bar 3, and the prefabricated board 4 is made to be close to institute
It states on exterior wall 1.
Using the above structure, the prefabricated board of post-cast strip is blocked due to being provided on exterior wall, post-cast strip is protected,
In this way, before being poured in post-cast strip, waterproof construction and backfill process are carried out with regard to external wall, treat the contraction distortion base of exterior wall
Pouring for post-cast strip is carried out again after the completion of this;Be conducive to accelerate construction progress.Said structure is simple, easy for construction, is conducive to contract
Casual labourer's phase, plugging effect are preferable.
During implementation, the prefabricated board 4 includes concrete and crisscross the steel bar stress being arranged in concrete, described
Connection reinforcing bar 5 is located at the intersection in length and breadth of the steel bar stress.
Since the intersection in length and breadth of the steel bar stress in prefabricated board is subject to the stress steel of horizontal and vertical both direction simultaneously
The reinforcement of muscle, intensity is higher, will connection steel-bar arrangement in the position, be conducive to improve the bonding strength of connection reinforcing bar.
During implementation, the connection reinforcing bar 5 has to mount the embedded bar 3 away from one end of the prefabricated board 4
Hook, the other end of the connection reinforcing bar 5 has external screw thread, and through the prefabricated board 4 and is equipped with clamp nut.
In this way, during installation, it is only necessary to the hook for connecting reinforcing bar is hooked on embedded bar, adjusts trip bolt, it is possible to
Prefabricated board is fixed on exterior wall.Said structure is simple, easy for installation.
When it is implemented, pre-buried guide plate, the guide plate it can also be fixed on crisscross stress in prefabricated board
On reinforcing bar, and middle part has the pilot hole passed through for connection reinforcing bar 5, and the connection reinforcing bar 5 is installed on leading for the guide plate
Into hole.In this way, prefabricated board can be improved and connect the bonding strength between reinforcing bar.
During implementation, the top of the prefabricated board 4 has the hanging ring 6 in inverted U, and the hanging ring 6 is located at 4 court of prefabricated board
To the one side of the post-cast strip 2, the lower end of the hanging ring 6 bends towards the prefabricated board 4 and is embedded in the prefabricated board 4.
Using the above structure, hanging ring can be utilized to be lifted into prefabricated board and subscribes position, and since hanging ring is positioned at prefabricated
Plate is towards the one side of post-cast strip so that hanging ring will not interfere with the placement of two adjacent prefabricated boards, easy to operation.In addition, hanging ring
In post-cast strip, after post-cast strip pours, hanging ring can be poured into post-cast strip, without carrying out cutting operation.
During implementation, the prefabricated board 4 include for being fitted in the first flat edge on the exterior wall 1, with it is described after pour
The second flat edge with 2 corresponding settings and the bevel edge portion being connected between the described first flat edge and the second flat edge;Institute
It states the second flat edge and protrudes outward setting along the direction away from the post-cast strip 2 compared with the described first flat edge.
In this way, it can more fully can be filled into order to the concrete in post-cast strip in post-cast strip.
During implementation, the prefabricated board 4 deviates from the one side putting on full scale steel wire net of the post-cast strip 2.
In this way, being conducive to the plastering in later stage, the adhesive force of plastering is improved.
During implementation, the width of the first flat edge is 100mm, and the width in the bevel edge portion is 142mm, and described the
One flat edge projection width in the plane be 100mm.
The above is only the preferred embodiment of the utility model only, all at this not using the utility model as limitation
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (4)
1. a kind of plugging structure of poured band of outer wall of basement, including exterior wall(1)And it vertically stays and is located at the exterior wall
(1)On post-cast strip(2), the exterior wall(1)It is inside embedded with and transversely runs through the post-cast strip(2)Embedded bar(3);Its
It is characterized in that, further includes and be arranged on the exterior wall(1)Outside for blocking the post-cast strip(2)Prefabricated board(4), it is described
Prefabricated board(4)Along the exterior wall(1)Short transverse set;The prefabricated board(4)It is upper to stretch into the post-cast strip with multiple
(2)Connection reinforcing bar(5), the connection reinforcing bar(5)Away from the prefabricated board(4)One end be connected to the embedded bar(3)
On, make the prefabricated board(4)It is close to the exterior wall(1)On;The prefabricated board(4)Including concrete and crisscross set
Put the steel bar stress in concrete, the connection reinforcing bar(5)Positioned at the intersection in length and breadth of the steel bar stress;The connection steel
Muscle(5)Away from the prefabricated board(4)One end have for mounting the embedded bar(3)Hook, the connection reinforcing bar(5)
The other end there is external screw thread, and through the prefabricated board(4)And clamp nut is installed;The prefabricated board(4)Top tool
There is the hanging ring in inverted U(6), the hanging ring(6)Positioned at the prefabricated board(4)Towards the post-cast strip(2)One side, it is described to hang
Ring(6)Lower end towards the prefabricated board(4)It bends and is embedded in the prefabricated board(4)It is interior.
2. the plugging structure of poured band of outer wall of basement as described in claim 1, which is characterized in that the prefabricated board(4)Bag
It includes to be fitted in the exterior wall(1)On the first flat edge, with the post-cast strip(2)Second flat side of corresponding setting
Portion and the bevel edge portion being connected between the described first flat edge and the second flat edge;The second flat edge is compared with described
First flat edge is along away from the post-cast strip(2)Direction protrude outward setting.
3. the plugging structure of poured band of outer wall of basement as described in claim 1, which is characterized in that the prefabricated board(4)The back of the body
From the post-cast strip(2)One side putting on full scale steel wire net.
4. the plugging structure of poured band of outer wall of basement as claimed in claim 2, which is characterized in that the first flat edge
Width is 100mm, and the width in the bevel edge portion is 142mm, and the described first flat edge projection width in the plane be
100mm。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721181290.XU CN207376661U (en) | 2017-09-15 | 2017-09-15 | A kind of plugging structure of poured band of outer wall of basement |
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CN201721181290.XU CN207376661U (en) | 2017-09-15 | 2017-09-15 | A kind of plugging structure of poured band of outer wall of basement |
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CN207376661U true CN207376661U (en) | 2018-05-18 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512657A (en) * | 2019-09-26 | 2019-11-29 | 中国建筑第七工程局有限公司 | A kind of prefab-form installed for poured band of outer wall of basement |
CN114457852A (en) * | 2022-01-17 | 2022-05-10 | 中国五冶集团有限公司 | Basement exterior wall post-cast strip U-shaped concrete precast slab plugging method |
-
2017
- 2017-09-15 CN CN201721181290.XU patent/CN207376661U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110512657A (en) * | 2019-09-26 | 2019-11-29 | 中国建筑第七工程局有限公司 | A kind of prefab-form installed for poured band of outer wall of basement |
CN114457852A (en) * | 2022-01-17 | 2022-05-10 | 中国五冶集团有限公司 | Basement exterior wall post-cast strip U-shaped concrete precast slab plugging method |
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