CN208748706U - Sidewall of basement backfills soil structure - Google Patents
Sidewall of basement backfills soil structure Download PDFInfo
- Publication number
- CN208748706U CN208748706U CN201821266808.4U CN201821266808U CN208748706U CN 208748706 U CN208748706 U CN 208748706U CN 201821266808 U CN201821266808 U CN 201821266808U CN 208748706 U CN208748706 U CN 208748706U
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- basement
- wall
- sidewall
- screw
- precast
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Abstract
The utility model discloses and provides the sidewall of basement backfill soil structure that a kind of structure is simple, construction efficiency is high, at low cost.The utility model uses the design of precast protective installation, including outer wall of basement structure, the outer wall of basement structure is equipped with post-cast strip resigning mouthful, the both ends of the post-cast strip resigning mouthful, which are respectively arranged with, reinforces back cord and precast protective, the reinforcement back cord is located on the inside of the outer wall of basement structure, the precast protective is located on the exterior wall of the outer wall of basement structure, several sealing up screw are provided on the precast protective, the lower end of the sealing up screw is fixedly connected with the precast protective, the upper end of the sealing up screw passes through the reinforcement back cord rear thread and is connected with reinforcing screw.The utility model is applied to the technical field of sidewall of basement backfill.
Description
Technical field
The utility model relates to a kind of sidewall of basement to backfill soil structure.
Background technique
The speed of existing basement backfill depends on the speed that pours of post-cast strip, the method that traditional post-cast strip shifts to an earlier date be
Post-cast strip position builds brick wall, then levelling by plastering progress, carries out waterproof construction after reaching intensity to masonry position, spreads
If extruded sheet, backfilling of earthwork.The method labor intensive working hour built by masonry, the mode of masonry also need to plaster again, waste
Material, while the time that the way needs is long, is unfavorable for shortening the construction period.
Utility model content
Technical problem to be solved in the utility model be overcome the deficiencies of the prior art and provide a kind of structure it is simple,
High, the at low cost sidewall of basement of construction efficiency backfills soil structure.
The technical scheme adopted by the utility model is the utility model includes outer wall of basement structure, the basement
External wall structure is equipped with post-cast strip resigning mouthful, and the both ends of the post-cast strip resigning mouthful, which are respectively arranged with, reinforces back cord and prefabricated shield
Plate, the reinforcement back cord are located on the inside of the outer wall of basement structure, and the precast protective is located at the outer wall of basement structure
Exterior wall on, be provided with several sealing up screw on the precast protective, the lower end of the sealing up screw and the precast protective
It is fixedly connected, the upper end of the sealing up screw passes through the reinforcement back cord rear thread and is connected with reinforcing screw.
Further, the two sides of the precast protective are provided with supporter, and the supporter is pressed on the outer wall of basement
On the exterior wall of structure, so that the post-cast strip resigning mouthful has enough spaces.
Further, reinforcing gasket is additionally provided between the reinforcing screw and the reinforcement back cord.
Further, steel plate for sealing water is provided in the post-cast strip resigning mouthful.
Further, waterproof layer is equipped with the exterior wall of the outer wall of basement structure on the outside of the precast protective.
The beneficial effects of the utility model are: since the utility model uses the design of precast protective installation, including underground
Outdoor wall construction, the outer wall of basement structure are equipped with post-cast strip resigning mouthful, and the both ends of the post-cast strip resigning mouthful are set respectively
It is equipped with and reinforces back cord and precast protective, the reinforcement back cord is located on the inside of the outer wall of basement structure, the precast protective position
In on the exterior wall of the outer wall of basement structure, several sealing up screw, the sealing up screw are provided on the precast protective
Lower end be fixedly connected with the precast protective, the upper end of the sealing up screw, which passes through the reinforcements back cord rear thread and is connected with, to be added
Gu screw, so that the utility model has reached following effect:
1, construction site installation speed saves the duration fastly；
2, cancel plaster leveling layer, reduce project cost；
3, situ wet operation is reduced, using live clout corner material, material is saved and meets country two and mention two and subtract policy.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
As shown in Figure 1, in the present embodiment, the utility model includes outer wall of basement structure 1, the outer wall of basement knot
Structure 1 is equipped with post-cast strip resigning mouthful 2, and the both ends of the post-cast strip resigning mouthful 2, which are respectively arranged with, reinforces back cord 3 and precast protective 4,
The reinforcement back cord 3 is located at 1 inside of outer wall of basement structure, and the precast protective 4 is located at the outer wall of basement structure 1
Exterior wall on, be provided with several sealing up screw 5 on the precast protective 4, the lower end of the sealing up screw 5 and the prefabricated shield
Plate 4 is fixedly connected, and the upper end of the sealing up screw 5 passes through 3 rear thread of reinforcement back cord and is connected with reinforcing screw 6.
In the present embodiment, the two sides of the precast protective 4 are provided with supporter 7, and the supporter 7 is pressed on describedly
On the exterior wall of lower outdoor wall construction 1, so that the post-cast strip resigning mouthful 2 has enough spaces.
In the present embodiment, it is additionally provided between the reinforcing screw 6 and the reinforcement back cord 3 and reinforces gasket 8.
In the present embodiment, steel plate for sealing water 9 is provided in the post-cast strip resigning mouthful 2.
In the present embodiment, the exterior wall of 4 outside of precast protective and the outer wall of basement structure 1 is equipped with waterproof layer.
The sidewall of basement backfill shift to an earlier date construction method include the following steps: drawing in-depth → key node determine →
Precast protective → construction site base treatment → post-cast strip precast protective installation → waterproof of pre-fabricated factory processing post-cast strip is applied
Work → waterproof protective layer construction → side wall backfill construction.
The utility model is applied to the technical field of sidewall of basement backfill.
Although the embodiments of the present invention are described with practical solution, does not constitute the utility model is contained
Justice limitation, for those skilled in the art, according to this specification to the modification of its embodiment and with the group of other schemes
Conjunction will be apparent from.
Claims (5)
1. a kind of sidewall of basement backfills soil structure, it is characterised in that: the sidewall of basement backfill soil structure includes basement
External wall structure (1), the outer wall of basement structure (1) are equipped with post-cast strip resigning mouthful (2), the post-cast strip resigning mouthful (2)
Both ends are respectively arranged with reinforcement back cord (3) and precast protective (4), the reinforcement back cord (3) are located at the outer wall of basement structure
(1) inside, the precast protective (4) are located on the exterior wall of the outer wall of basement structure (1), set on the precast protective (4)
Several sealing up screw (5) are equipped with, the lower end of the sealing up screw (5) is fixedly connected with the precast protective (4), the sealing
The upper end of screw rod (5) passes through reinforcement back cord (3) rear thread and is connected with reinforcing screw (6).
2. sidewall of basement according to claim 1 backfills soil structure, it is characterised in that: the two of the precast protective (4)
Side is provided with supporter (7), and the supporter (7) is pressed on the exterior wall of the outer wall of basement structure (1), so that after described
Pouring band resigning mouthful (2) has enough spaces.
3. sidewall of basement according to claim 2 backfills soil structure, it is characterised in that: the reinforcing screw (6) and institute
It states to reinforce being additionally provided between back cord (3) and reinforces gasket (8).
4. sidewall of basement according to claim 3 backfills soil structure, it is characterised in that: the post-cast strip resigning mouthful (2)
Inside it is provided with steel plate for sealing water (9).
5. sidewall of basement according to claim 4 backfills soil structure, it is characterised in that: on the outside of the precast protective (4)
Waterproof layer is equipped with the exterior wall of the outer wall of basement structure (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821266808.4U CN208748706U (en) | 2018-08-07 | 2018-08-07 | Sidewall of basement backfills soil structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821266808.4U CN208748706U (en) | 2018-08-07 | 2018-08-07 | Sidewall of basement backfills soil structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208748706U true CN208748706U (en) | 2019-04-16 |
Family
ID=66059141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821266808.4U Active CN208748706U (en) | 2018-08-07 | 2018-08-07 | Sidewall of basement backfills soil structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208748706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842827A (en) * | 2018-08-07 | 2018-11-20 | 广东建星建造集团有限公司 | Sidewall of basement backfill soil structure and sidewall of basement backfill shift to an earlier date construction method |
-
2018
- 2018-08-07 CN CN201821266808.4U patent/CN208748706U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842827A (en) * | 2018-08-07 | 2018-11-20 | 广东建星建造集团有限公司 | Sidewall of basement backfill soil structure and sidewall of basement backfill shift to an earlier date construction method |
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