CN220953558U - Basement outer wall post-pouring strip advanced plugging structure - Google Patents
Basement outer wall post-pouring strip advanced plugging structure Download PDFInfo
- Publication number
- CN220953558U CN220953558U CN202322661377.9U CN202322661377U CN220953558U CN 220953558 U CN220953558 U CN 220953558U CN 202322661377 U CN202322661377 U CN 202322661377U CN 220953558 U CN220953558 U CN 220953558U
- Authority
- CN
- China
- Prior art keywords
- steel bars
- anchoring
- anchor
- steel
- bars
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 147
- 239000010959 steel Substances 0.000 claims abstract description 147
- 238000004873 anchoring Methods 0.000 claims abstract description 62
- 238000005452 bending Methods 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model is suitable for the field of building structures, and discloses a basement outer wall post-pouring strip advanced plugging structure which comprises a steel plate, additional steel bars, a first anchoring steel bar and a second anchoring steel bar; the steel plate is arranged on the outer wall of the basement, the additional steel bars are parallel to the steel plate and are used for binding with the main steel bars of the wall body, the first anchor steel bars and the second anchor steel bars are welded and fixed with the additional steel bars, the first anchor steel bars are located above the second anchor steel bars, the first anchor steel bars are provided with upper bending parts, and the second anchor steel bars are provided with lower bending parts. The original horizontal additional steel bars are changed into vertical arrangement and are parallel to the steel plates, the L-shaped anchoring steel bars are changed into first anchoring steel bars provided with upper bending parts, and second anchoring steel bars provided with lower bending parts, and the first second anchoring steel bars are welded and fixed with the vertical additional steel bars, so that the binding workload of the additional steel bars is reduced, and the steel bar consumption is saved.
Description
Technical Field
The utility model relates to the field of building structures, in particular to an advanced plugging structure for a post-pouring strip of an external wall of a basement.
Background
In the existing building construction process, the building design that the basement structure is connected with the main building is common, and the post-pouring belt is more applied in engineering design in order to solve sedimentation and reduce shrinkage stress. The post-pouring belt for settlement can be plugged after the main building structure is capped or longer time according to the design requirement. Thus, the work such as concrete pouring, water-proof heat preservation, earthwork backfilling and the like of the post-pouring zone of the basement outer wall can not be smoothly carried out.
The prior plugging structure is shown in patent CN206768878U, and has at least the following disadvantages: 1. binding a plurality of additional steel bars with the diameter of 14mm on the main steel bar of the wall body is horizontally distributed, the binding workload is large, the using amount of the steel bars is large, and the cost is increased; 2. the plugging steel plate is welded with a plurality of additional horizontal steel bars, so that the welding workload is high; 3. the contact area between the L-shaped anchoring steel bar and the steel plate is small, and the welding quality is not easy to control.
Disclosure of utility model
The utility model aims to at least solve one of the technical problems in the prior art, and therefore, the utility model provides an advanced plugging structure for a post-pouring strip of an outer wall of a basement.
An advanced plugging structure of a basement outer wall post-pouring strip comprises a steel plate, additional steel bars, first anchor steel bars and second anchor steel bars; the steel plate is arranged on the outer wall of the basement, the additional steel bars are parallel to the steel plate and are used for binding with the main steel bars of the wall body, the first anchor steel bars and the second anchor steel bars are welded and fixed with the additional steel bars, the first anchor steel bars are located above the second anchor steel bars, the first anchor steel bars are provided with upper bending parts, and the second anchor steel bars are provided with lower bending parts.
Further specifically, in the above technical solution, one end of the first anchoring bar and one end of the second anchoring bar, which are far away from the bending portion, are connected with each other.
Further specifically, in the above technical solution, the first anchoring reinforcement and the second anchoring reinforcement are symmetrical to each other and are integrally formed.
Further specifically, in the above technical scheme, the diameters of the first anchor reinforcing steel bars and the second anchor reinforcing steel bars are 12mm, and the lengths are 300mm.
Further specifically, in the technical scheme, the basement outer wall post-cast strip advanced plugging structure comprises 2 additional steel bars.
More specifically, in the technical scheme, the diameter of the additional steel bar is 14mm.
More specifically, in the above technical solution, the thickness of the steel plate is 3mm.
Further specifically, in the above technical scheme, the basement outer wall post-cast strip advanced plugging structure comprises a plurality of first anchoring steel bars and a plurality of second anchoring steel bars.
Compared with the prior art, the embodiment of the utility model has the following beneficial effects:
The original horizontal additional steel bars are changed into vertical arrangement and are parallel to the steel plates, the L-shaped anchoring steel bars are changed into first anchoring steel bars provided with upper bending parts, and second anchoring steel bars provided with lower bending parts, and the first second anchoring steel bars are welded and fixed with the vertical additional steel bars, so that the binding workload of the additional steel bars is reduced, and the steel bar consumption is saved.
The L-shaped anchoring steel bar is changed into the first anchoring steel bar provided with the upper bending part and the second anchoring steel bar provided with the lower bending part, so that the contact area between the anchoring steel bar and the steel plate is enlarged, and the welding quality is greatly improved.
The improved anchoring steel bars are welded with the vertical additional steel bars, so that the workload of steel bar binding and welding during construction of the basement outer wall post-pouring strip steel plate plugging structure is greatly reduced, the steel bar consumption is saved, and the quality is guaranteed.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a vertical cross-sectional view of a construction of the advanced plugging structure of the post-cast strip of the basement exterior wall of the present utility model;
FIG. 2 is a transverse cross-sectional view of a construction of the advanced plugging structure of the post-cast strip of the basement exterior wall of the present utility model.
In the figure: 1. a steel plate; 2. adding reinforcing steel bars; 3. a first anchor bar; 301. an upper bending part; 4. a second anchor bar; 401. a lower bending part; 5. a wall body.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be understood that references to orientation descriptions such as upper, lower, front, rear, left, right, etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of description of the present utility model and to simplify the description, and do not indicate or imply that the apparatus or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, unless explicitly defined otherwise, terms such as arrangement, installation, connection, etc. should be construed broadly and the specific meaning of the terms in the present utility model can be reasonably determined by a person skilled in the art in combination with the specific contents of the technical scheme.
Furthermore, the terms "first," "second," "third," and the like in the description of the present specification and in the appended claims, are used for distinguishing between descriptions and not necessarily for indicating or implying a relative importance.
Reference in the specification to "one embodiment" or "some embodiments" or the like means that a particular feature, structure, or characteristic described in connection with the embodiment is included in one or more embodiments of the utility model. Thus, appearances of the phrases "in one embodiment," "in some embodiments," "in other embodiments," and the like in the specification are not necessarily all referring to the same embodiment, but mean "one or more but not all embodiments" unless expressly specified otherwise. The terms "comprising," "including," "having," and variations thereof mean "including but not limited to," unless expressly specified otherwise.
Referring to fig. 1-2, the application provides a basement outer wall post-cast strip advanced plugging structure, which comprises a steel plate 1, additional steel bars 2, a first anchoring steel bar 3 and a second anchoring steel bar 4; the steel plate 1 is arranged on an outdoor wall of a basement, the additional steel bars 2 are parallel to the steel plate 1, the additional steel bars 2 are used for binding main bars of the wall body 5, the first anchoring steel bars 3 and the second anchoring steel bars 4 are welded and fixed with the additional steel bars 2, the first anchoring steel bars 3 are located above the second anchoring steel bars 4, the first anchoring steel bars 3 are provided with upper bending parts 301, and the second anchoring steel bars 4 are provided with lower bending parts 401.
The original horizontal additional steel bars 2 are changed into vertical arrangement and are parallel to the steel plate 1, the L-shaped anchoring steel bars are changed into first anchoring steel bars 3 provided with the upper bending parts 301, and second anchoring steel bars 4 provided with the lower bending parts 401, and the first second anchoring steel bars 4 are welded and fixed with the vertical additional steel bars 2, so that the binding workload of the additional steel bars is reduced, and the consumption of the steel bars is saved.
The L-shaped anchoring steel bar is changed into the first anchoring steel bar 3 provided with the upper bending part 301 and the second anchoring steel bar 4 provided with the lower bending part 401, and it can be understood that the hook structures of the first anchoring steel bar 3 and the second anchoring steel bar 4 are used for extending into the wall 5, so that the contact area between the anchoring steel bar and the steel plate 1 is enlarged, and the welding quality is greatly improved.
The improved anchoring steel bars are welded with the vertical additional steel bars 2, so that the workload of steel bar binding and welding during construction of the plugging structure of the basement outer wall post-pouring strip steel plate 1 is greatly reduced, the steel bar consumption is saved, and the quality is ensured.
As shown in fig. 1, in some embodiments, the first anchor bar 3 and the second anchor bar 4 are connected to each other at an end remote from the bent portion.
The first anchoring steel bar 3 and the second anchoring steel bar 4 are connected with each other at one end far away from the bending part, so that the anchoring steel bars can form a more stable structure, and the strength of the plugging structure is improved.
As shown in fig. 1, in some embodiments, the first anchoring bar 3 and the second anchoring bar 4 are symmetrical to each other and are integrally formed, and have a "table" structure.
The welding area can be maximized by the 'several' -shaped structure of the first anchoring steel bar 3 and the second anchoring steel bar 4, the welding quality is improved, and the welding area can be increased by bending the two steel bars into the 'several' -shaped structure in a reverse manner, so that the connection between the steel bars and the steel plate 1 is firmer.
In some embodiments, the diameters of the first anchoring steel bar 3 and the second anchoring steel bar 4 are 12mm, and the lengths thereof are 300mm, so that the anchoring steel bars can be ensured to have enough strength and bearing capacity, and enough stability is provided for the plugging structure.
In some embodiments, the basement outer wall post-cast strip advanced plugging structure comprises 2 additional steel bars 2, and the additional steel bars 2 can be bound with the main steel bars together, so that the connection strength of a steel bar network is improved.
In some embodiments, the diameter of the additional bar 2 is 14mm.
In some embodiments, the thickness of the steel plate 1 is 3mm.
In some embodiments, the basement outer wall post-cast strip advanced plugging structure comprises a plurality of first anchor bars 3 and a plurality of second anchor bars 4. The plurality of first anchoring steel bars 3 and the plurality of second anchoring steel bars 4 are adopted, so that the anchoring points of the plugging structure can be increased, and the structural stability is improved; this design can better resist external forces, reducing the likelihood of structural deformation or damage.
The above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model, and are intended to be included in the scope of the present utility model.
Claims (8)
1. Basement outer wall post-cast strip advanced plugging structure, characterized by comprising: the steel plate, the additional steel bars, the first anchoring steel bars and the second anchoring steel bars; the steel plate is arranged on the outer wall of the basement, the additional steel bars are parallel to the steel plate and are used for binding with the main steel bars of the wall body, the first anchor steel bars and the second anchor steel bars are welded and fixed with the additional steel bars, the first anchor steel bars are located above the second anchor steel bars, the first anchor steel bars are provided with upper bending parts, and the second anchor steel bars are provided with lower bending parts.
2. The advanced plugging structure of a basement exterior wall post-cast strip according to claim 1, wherein one ends of the first anchoring steel bars and the second anchoring steel bars, which are far away from the bending portion, are connected with each other.
3. The advanced plugging structure of a basement exterior wall post-cast strip according to claim 2, wherein the first anchoring reinforcement and the second anchoring reinforcement are symmetrical to each other and are integrally formed.
4. The advanced plugging structure for a post-cast strip of a basement exterior wall according to claim 3, wherein the diameters of the first anchoring steel bars and the second anchoring steel bars are 12mm, and the lengths thereof are 300mm.
5. The advanced plugging structure of a basement exterior wall post-cast strip of claim 1, wherein the advanced plugging structure of a basement exterior wall post-cast strip comprises 2 additional steel bars.
6. The advanced plugging structure for a post-cast strip of an external wall of a basement according to claim 5, wherein the diameter of the additional steel bar is 14mm.
7. The advanced plugging structure for a basement exterior wall post-cast strip according to any one of claims 1 to 6, wherein the thickness of the steel plate is 3mm.
8. The advanced plugging structure of a basement exterior wall post-cast strip of any one of claims 1-6, wherein the advanced plugging structure of a basement exterior wall post-cast strip comprises a plurality of first anchor bars and a plurality of second anchor bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322661377.9U CN220953558U (en) | 2023-09-28 | 2023-09-28 | Basement outer wall post-pouring strip advanced plugging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322661377.9U CN220953558U (en) | 2023-09-28 | 2023-09-28 | Basement outer wall post-pouring strip advanced plugging structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220953558U true CN220953558U (en) | 2024-05-14 |
Family
ID=91013788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322661377.9U Active CN220953558U (en) | 2023-09-28 | 2023-09-28 | Basement outer wall post-pouring strip advanced plugging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220953558U (en) |
-
2023
- 2023-09-28 CN CN202322661377.9U patent/CN220953558U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207525999U (en) | A kind of rubber concrete coupled column | |
| CN108643585A (en) | Precast concrete sandwich heat preservation Side fascia and its preparation construction method | |
| CN220953558U (en) | Basement outer wall post-pouring strip advanced plugging structure | |
| CN103046664A (en) | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall | |
| CN210194696U (en) | Building construction stagnant water steel sheet fixing device | |
| CN218204531U (en) | Pipe jacking short-distance initial back wall | |
| CN201567698U (en) | Connecting piece for shear wall and gangboard | |
| CN214833972U (en) | ALC wallboard | |
| CN212453059U (en) | Prefabricated air conditioner board of assembled building | |
| CN111733840A (en) | Foundation pit top assembled type water retaining wall structure and construction method thereof | |
| CN216865579U (en) | Stiffening beam structure for anchoring stiffening beam into inclined wall | |
| CN218203942U (en) | Corrugated steel box culvert mouth structure | |
| CN212052576U (en) | Prefabricated panel for wharf | |
| CN221345982U (en) | Structure for opening holes in partition wall in prefabricated slat and partition wall in prefabricated slat | |
| CN216615812U (en) | High-strength concrete pile | |
| CN218234330U (en) | Low-side wall construction formwork | |
| CN213297155U (en) | Back arris straight connecting piece | |
| CN214940425U (en) | Building bottom positioning steel bar mounting structure | |
| CN221741339U (en) | Fast assembly fixed bed course template | |
| CN218911923U (en) | Prefabricated pouring disassembly-free bottom die steel bar truss floor support plate | |
| CN212802062U (en) | Connecting piece for cast-in-place concrete sandwich heat-insulation wallboard | |
| CN219710574U (en) | Component for connecting box-type steel column with prefabricated wall | |
| CN220928223U (en) | Novel plate elevator lifting hook node | |
| CN214574906U (en) | Shear wall structure with high bearing capacity | |
| CN221277020U (en) | Frame type prefabricated externally hung wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |