CN220539301U - Structure for reinforcing wall body through precast slab and grouting material - Google Patents
Structure for reinforcing wall body through precast slab and grouting material Download PDFInfo
- Publication number
- CN220539301U CN220539301U CN202322005705.XU CN202322005705U CN220539301U CN 220539301 U CN220539301 U CN 220539301U CN 202322005705 U CN202322005705 U CN 202322005705U CN 220539301 U CN220539301 U CN 220539301U
- Authority
- CN
- China
- Prior art keywords
- wall body
- precast slabs
- prefabricated
- wall
- prefabricated plate
- 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
- 239000000463 material Substances 0.000 title claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims description 2
- 239000007788 liquid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000005457 optimization Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a structure for reinforcing a wall body through precast slabs and grouting materials, which comprises a plurality of precast slabs, wherein the precast slabs are fixed on the surface of the wall body to reinforce the wall body, the precast slabs are made of high-elongation concrete, and when the precast slabs are fixed on the surface of the wall body, the grouting materials are poured into gaps between the precast slabs and the wall body. According to the structure for reinforcing the wall body through the precast slabs and the grouting materials, the high-extension concrete precast slabs and the grouting materials are combined, so that the wall body can be effectively reinforced, the high-extension concrete precast slabs have the characteristics of high ductility and convenience in installation, and the grouting materials enable the high-extension concrete to be fully contacted with the wall body to bear prestress; meanwhile, the modularized prefabricated plate is installed and reinforced, procedures such as mixing and smearing on-site concrete are reduced, and construction is more convenient.
Description
Technical Field
The utility model relates to the technical field of wall reinforcement, in particular to a structure for reinforcing a wall through precast slabs and grouting materials.
Background
At present, the measures for reinforcing and reinforcing the walls, beams and columns of a building are mainly constructed by manually pressing and plastering concrete, and the flatness of the wall surface is greatly affected due to uneven strength of manual operation, and the method has the advantages of high labor intensity, long construction period and low efficiency.
Disclosure of Invention
In order to solve the defects of the technical scheme, the utility model provides a structure which is convenient to construct and is used for reinforcing a wall body through precast slabs and grouting materials. The technical scheme is as follows:
the utility model provides a structure for reinforcing a wall body through precast slabs and grouting materials, which is characterized by comprising a plurality of precast slabs, wherein the precast slabs are fixed on the surface of the wall body to reinforce the wall body, the precast slabs are made of high-elongation concrete, and when the precast slabs are fixed on the surface of the wall body, gaps between the precast slabs and the wall body are filled with grouting materials.
As the optimization of the technical scheme, two adjacent precast slabs are spliced with each other through a splicing structure.
As the optimization of the technical scheme, the precast slabs are mutually spliced through the splicing structure along the height and the width of the wall body.
As a preferable mode of the above technical solution, the splicing structure is characterized by a protrusion and a groove which are engaged with each other.
As a preferable mode of the above technical scheme, the prefabricated plate surface is provided with mounting holes to be fixed on the wall surface through fixing bolts.
As the optimization of above-mentioned technical scheme, still include the location support frame that is fixed in on the wall body, be provided with positioning groove on the support frame, positioning groove can hold prefabricated plate one side in order to fix a position the prefabricated plate.
As the preferable choice of the technical proposal, the positioning support frame is fixed on the wall body through bolts.
Preferably, the positioning groove is arranged along the height or width of the wall body.
As a preferable mode of the above technical solution, transverse and longitudinal reinforcing ribs are disposed in the precast slab.
As a preferable aspect of the above technical solution, the positioning groove is disposed vertically or horizontally.
According to the structure for reinforcing the wall body through the precast slabs and the grouting materials, the high-extension concrete precast slabs and the grouting materials are combined, so that the wall body can be effectively reinforced, the high-extension concrete precast slabs have the characteristics of high ductility and convenience in installation, and the grouting materials enable the high-extension concrete to be fully contacted with the wall body to bear prestress; meanwhile, the modularized prefabricated plate is installed and reinforced, procedures such as mixing and smearing on-site concrete are reduced, and construction is more convenient.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent 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 schematic structural diagram of a wall body reinforced by precast slabs and grouting materials;
FIG. 2 is a schematic view in the A-A direction of FIG. 1;
FIG. 3 is a perspective view of FIG. 1;
FIG. 4 is a schematic view of a prefabricated panel structure;
FIG. 5 is a schematic view in the B-B direction of FIG. 4;
FIG. 6 is a schematic view in the C-C direction of FIG. 4;
fig. 7 is a perspective view of fig. 4;
FIG. 8 is a schematic view of a support frame structure;
fig. 9 is a perspective view of fig. 8.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the present utility model more apparent, the embodiments of the present utility model will be described in further detail with reference to the accompanying drawings.
The utility model provides a structure for reinforcing a wall body through precast slabs and grouting materials, which comprises a plurality of precast slabs 1, wherein the precast slabs 1 are fixed on the surface of the wall body to reinforce the wall body 2, the precast slabs are made of high-elongation concrete, when the precast slabs are fixed on the surface of the wall body, gaps 3 between the precast slabs and the wall body are filled with grouting materials, and the surface of the precast slabs is provided with mounting holes 4 so as to be fixed on the surface of the wall body 2 through fixing bolts 5.
The two adjacent precast slabs are mutually spliced through a splicing structure, the precast slabs are mutually spliced through the splicing structure along the height and the width of the wall body, and the splicing structure is mutually meshed with the protrusions 7 and the grooves 8.
The prefabricated plate fixing device further comprises a positioning support frame 6 fixed on the wall body, wherein a positioning groove 9 is formed in the support frame 6, and the positioning groove can be used for accommodating one side edge of the prefabricated plate 1 to position the prefabricated plate 1. The positioning support frame is fixed on the wall body 2 through bolts and mounting holes 11, the positioning grooves 9 are formed along the height or width of the wall body, and the positioning grooves are vertically or horizontally arranged.
Transverse and longitudinal reinforcing ribs are arranged in the precast slab 1 to increase the strength and ductility of the precast slab.
When the precast slab 1 is installed, the positioning support frame 6 is installed firstly, so that the positioning support frame 6 is vertically or transversely arranged along one side of the wall body 1, and then the precast slab 1 is fixedly installed through the bolts 3 after being distributed and positioned along the grooves.
According to the structure for reinforcing the wall body through the precast slabs and the grouting materials, the high-extension concrete precast slabs and the grouting materials are combined, so that the wall body can be effectively reinforced, the high-extension concrete precast slabs have the characteristics of high ductility and convenience in installation, and the grouting materials enable the high-extension concrete to be fully contacted with the wall body to bear prestress; meanwhile, the modularized prefabricated plate is installed and reinforced, procedures such as mixing and smearing on-site concrete are reduced, and construction is more convenient.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; 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.
Claims (10)
1. The utility model provides a consolidate structure of reinforcement through prefabricated plate and mud jacking to wall body, its characterized in that includes a plurality of prefabricated plates, a plurality of prefabricated plates are fixed in the wall body surface in order to consolidate the wall body, the prefabricated plate is by high-extension concrete preparation, when the prefabricated plate is fixed in the wall body surface, the clearance that has between prefabricated plate and the wall body is filled and is pressed the thick liquids.
2. The structure for reinforcing a wall body by prefabricated panels and grouting materials as claimed in claim 1, wherein two adjacent prefabricated panels are spliced with each other by a splicing structure.
3. The structure of claim 1, wherein the prefabricated panels are spliced with each other along the height and width of the wall by a splicing structure.
4. A structure for reinforcing a wall body by precast slabs and grouting according to claim 2 or 3, wherein the spliced structure is engaged with the protrusions and the grooves.
5. The structure of claim 1, wherein the prefabricated panels are provided with mounting holes on the surface thereof for fixing the prefabricated panels to the surface of the wall by fixing bolts.
6. The structure of claim 1, further comprising a positioning support frame fixed to the wall, wherein the support frame is provided with a positioning groove, and the positioning groove can accommodate a side edge of the prefabricated plate to position the prefabricated plate.
7. The structure of claim 6, wherein the positioning support frame is fixed on the wall body by bolts.
8. The structure of claim 6, wherein the positioning grooves are disposed along the height or width of the wall.
9. The structure of claim 1, wherein transverse and longitudinal reinforcing ribs are disposed in the prefabricated plate.
10. The structure of claim 6, wherein the positioning grooves are vertically or horizontally arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322005705.XU CN220539301U (en) | 2023-07-28 | 2023-07-28 | Structure for reinforcing wall body through precast slab and grouting material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322005705.XU CN220539301U (en) | 2023-07-28 | 2023-07-28 | Structure for reinforcing wall body through precast slab and grouting material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220539301U true CN220539301U (en) | 2024-02-27 |
Family
ID=89975758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322005705.XU Active CN220539301U (en) | 2023-07-28 | 2023-07-28 | Structure for reinforcing wall body through precast slab and grouting material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220539301U (en) |
-
2023
- 2023-07-28 CN CN202322005705.XU patent/CN220539301U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107620402B (en) | Assembled building | |
| CN111188457A (en) | Edge sealing beam structure of super high-rise steel structure building and construction method | |
| CN113719008A (en) | Steel mesh truss hollow nest core plate and construction process | |
| CN111749364B (en) | Assembled composite wall based on C-shaped steel and construction method thereof | |
| CN220539301U (en) | Structure for reinforcing wall body through precast slab and grouting material | |
| CN110258788B (en) | Semi-dry type connection node of frame beam and frame column and construction method thereof | |
| CN1632256A (en) | Reinforced concrete split joint floorslab and construction method thereof | |
| CN203475609U (en) | Connecting structure of composite floor slab and steel tube shear wall of building | |
| CN214784128U (en) | High-prefabrication-rate independent foundation assembly type structure system for frozen soil area | |
| CN214364235U (en) | Assembled steel sheet compound shear wall body structure | |
| CN212772980U (en) | Assembled composite wall based on C shaped steel | |
| CN113356405A (en) | Prefabricated composite wall structure based on embedded profile steel and construction method thereof | |
| CN110374241B (en) | Floor bottom module, floor and method for constructing floor | |
| CN210238889U (en) | Steel-wood hybrid prefabricated floor slab | |
| CN109057318B (en) | Assembly type building template system and wall body module | |
| CN111851804A (en) | Assembly type formwork-dismantling-free structural body formwork and cast-in-place formwork-dismantling-free structural body | |
| CN215329366U (en) | Double-deck decking assembled bridge suitable for modern tram | |
| CN214531146U (en) | Connection structure of coincide floor and steel column | |
| CN211646993U (en) | Assembled large-span ribbed concrete roof | |
| CN220059014U (en) | Reinforcing structure of double-skin wall joint | |
| CN215406528U (en) | Evaporate and press lightweight concrete house building structure | |
| CN216766438U (en) | Detachable steel beam assembly type structure | |
| CN215749811U (en) | Lightweight end-sealing structure of prefabricated box girder | |
| CN219196452U (en) | Assembled self-bearing prestress plate | |
| CN214738859U (en) | Connecting structure of concrete hollow partition board and vertical connecting plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |