CN220954810U - Rectangular upright post in-situ support reinforcing structure - Google Patents
Rectangular upright post in-situ support reinforcing structure Download PDFInfo
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- CN220954810U CN220954810U CN202322939432.6U CN202322939432U CN220954810U CN 220954810 U CN220954810 U CN 220954810U CN 202322939432 U CN202322939432 U CN 202322939432U CN 220954810 U CN220954810 U CN 220954810U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 82
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims description 66
- 229910000831 Steel Inorganic materials 0.000 claims description 37
- 239000010959 steel Substances 0.000 claims description 37
- 230000000694 effects Effects 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 9
- 230000006978 adaptation Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000002407 reforming Methods 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The application discloses a rectangular upright post in-situ support reinforcing structure which comprises a main reinforcing component and an auxiliary reinforcing component, wherein the main reinforcing component and the auxiliary reinforcing component are arranged on the periphery of a rectangular upright post, the horizontal sections of the main reinforcing component and the auxiliary reinforcing component are in a shape of 匚, the main reinforcing component and the auxiliary reinforcing component are oppositely arranged, the main reinforcing component and the auxiliary reinforcing component are inserted, and the main reinforcing component and the auxiliary reinforcing component form a rectangular cavity for placing the rectangular upright post. The application has the effect of reinforcing and strengthening the rectangular upright post in the reconstruction of the old house.
Description
Technical Field
The application relates to the field of old house reconstruction construction, in particular to a rectangular upright post in-situ support reinforcing structure.
Background
At present, in the engineering of reforming an old house, the ageing condition of the upright post exists generally, but the upright post in the old house is generally rectangular and is used as a bearing post of the old house, so that the upright post is difficult to dismantle and reconstruct, and in order to reduce the cost of reforming the old house, the rectangular upright post is generally required to be reinforced in situ so that the original upright post can be continuously used.
Currently, four angle steel are generally attached to four corners of a rectangular upright post respectively, a cross brace is welded with two adjacent angle steel respectively, welding parts are more in sites, reinforcing and reinforcing efficiency of the rectangular upright post is reduced, and therefore improvement is needed.
Disclosure of utility model
In order to improve the reinforcing efficiency of the rectangular upright post in the reconstruction of the old house, the application provides an in-situ supporting reinforcing structure of the rectangular upright post.
The application provides a rectangular upright post in-situ support reinforcing structure, which adopts the following technical scheme:
The utility model provides a rectangle stand normal position supports reinforcement structure, is including being used for setting up in the main reinforcement subassembly and the vice reinforcement subassembly of rectangle stand periphery, main reinforcement subassembly with the horizontal cross-section of vice reinforcement subassembly all is "匚" style of calligraphy, main reinforcement subassembly with vice reinforcement subassembly sets up relatively, main reinforcement subassembly with vice reinforcement subassembly is pegged graft, main reinforcement subassembly with vice reinforcement subassembly forms the rectangle chamber that supplies the rectangle stand to place.
Through adopting above-mentioned technical scheme, after main reinforcement subassembly and vice reinforcement subassembly peg graft, weld main reinforcement subassembly and vice reinforcement subassembly promptly with the junction of main reinforcement subassembly and vice reinforcement subassembly, reduce the welded point by a wide margin, and peg graft complex convenient operation is high-efficient, improves the reinforcement efficiency of rectangle stand in the old room transformation.
Preferably, the shape and the outer diameter of the rectangular cavity are matched with those of the rectangular upright post.
Through adopting above-mentioned technical scheme for the adaptation degree of reinforcement structure and rectangle stand improves, reduces the space between reinforcement structure and the stand, thereby saves the volume of the concrete that needs to pour, reduces the construction cost of old room transformation.
Preferably, the main reinforcement component comprises two vertically arranged first angle steels, a plurality of main connecting pieces and a plurality of plug connectors for being plugged with the auxiliary reinforcement component, wherein two ends of the main connecting pieces are respectively and correspondingly connected with the two first angle steels, the main connecting pieces are integrally formed with the first angle steels, the plug connectors are respectively arranged at the two first angle steels, and one ends of the plug connectors are integrally formed with the first angle steels, and the other ends of the plug connectors are used for being plugged with the auxiliary reinforcement component.
Through adopting above-mentioned technical scheme, main connecting piece and two first angle steel integrated into one piece reduce the quantity of welded point position, improve the efficiency that strengthens the reinforcing to the rectangle stand in situ.
Preferably, the auxiliary reinforcing component comprises two vertically arranged second angle steels and a plurality of auxiliary connecting pieces, wherein two ends of each auxiliary connecting piece are respectively integrally formed with the two second angle steels, a plurality of inserting parts are convexly arranged on the second angle steels, and inserting grooves for inserting the inserting pieces are concavely arranged on the inserting parts.
Through adopting above-mentioned technical scheme, vice connecting piece and two second angle steel integrated into one piece reduce the quantity of welded point position, improve the efficiency that strengthens reinforcing rectangular column in normal position, and the spliced groove realizes the connection of main reinforcement subassembly and vice reinforcement subassembly with the plug connector cooperation, convenient operation is high-efficient.
Preferably, the number of the plugging parts and the number of the plugging pieces are adapted, and the positions of the plugging parts and the positions of the plugging pieces are adapted.
By adopting the technical scheme, the adaptation degree of the main reinforcing component and the auxiliary reinforcing component is improved, so that the integrity of the reinforcing structure is improved.
Preferably, the plurality of main connecting pieces are uniformly arranged at intervals along the vertical direction.
By adopting the technical scheme, the whole stress of the main reinforcement component is uniform.
Preferably, the plurality of auxiliary connecting pieces are uniformly arranged at intervals along the vertical direction.
By adopting the technical scheme, the whole stress of the auxiliary reinforcing component is uniform.
Preferably, the device further comprises a plurality of filling baffles which are vertically arranged, wherein the filling baffles are detachably connected with the main reinforcing component and the auxiliary reinforcing component respectively, and the rectangular cavity is in a closed state by the filling baffles, the main reinforcing component and the auxiliary reinforcing component.
Through adopting above-mentioned technical scheme, be convenient for strengthen the back, pour the rectangle stand to the normal position, fill the crack of rectangle stand, improve the self intensity of rectangle stand.
In summary, the present application includes at least one of the following beneficial technical effects:
1. After the main reinforcement component and the auxiliary reinforcement component are spliced, the connection parts of the main reinforcement component and the auxiliary reinforcement component are welded, namely, the main reinforcement component and the auxiliary reinforcement component are fixed, so that welding points are greatly reduced, the spliced operation is convenient and efficient, and the in-situ reinforcement and reinforcement efficiency of the rectangular upright column is improved;
2. The adaptation degree of the reinforcing structure and the rectangular upright post is improved, and the gap between the reinforcing structure and the upright post is reduced, so that the amount of concrete to be poured is saved, and the construction cost of the old house reconstruction is reduced;
3. After being convenient for strengthen, pour the rectangle stand normal position, fill the crack of rectangle stand, improve the self intensity of rectangle stand.
Drawings
FIG. 1 is a schematic view of the overall structure of an embodiment of the present application without a shim baffle.
Fig. 2 is an enlarged view of portion a of fig. 1 in an embodiment of the application.
Fig. 3 is an enlarged view of part B of fig. 1 in the application embodiment.
Fig. 4 is a schematic view of the overall structure of an inserted filling baffle according to an embodiment of the present application.
Reference numerals illustrate:
1. A main reinforcement assembly; 11. a first angle steel; 12. a main connection; 13. a plug-in component; 2. a secondary reinforcement assembly; 21. a second angle steel; 22. a secondary connection member; 23. a plug-in part; 3. an L-shaped chute; 4. welding holes; 5. reinforcing angle steel; 6. filling up the baffle.
Detailed Description
The application is described in further detail below with reference to fig. 1-4.
The embodiment of the application discloses a rectangular upright post in-situ support reinforcing structure. Referring to fig. 1, a rectangular upright in-situ support reinforcing structure comprises a main reinforcing component 1 and an auxiliary reinforcing component 2, wherein the main reinforcing component 1 and the auxiliary reinforcing component 2 are arranged on the periphery of a rectangular upright (not shown in the figure), the horizontal sections of the main reinforcing component 1 and the auxiliary reinforcing component 2 are in a shape of 匚, the main reinforcing component 1 and the auxiliary reinforcing component 2 are oppositely arranged, the main reinforcing component 1 and the auxiliary reinforcing component 2 are inserted, the main reinforcing component 1 and the auxiliary reinforcing component 2 form a rectangular cavity for placing the rectangular upright, and the shape and the outer diameter of the rectangular cavity are matched with the rectangular upright.
Specifically, in the embodiment of the application, the horizontal section of the rectangular upright post is regular rectangle, and the rectangular cavity section formed by the main reinforcement component 1 and the auxiliary reinforcement component 2 is matched with the section of the rectangular upright post, namely, the inner side walls of the main reinforcement component 1 and the auxiliary reinforcement component 2 are all abutted with the outer side walls of the rectangular upright post, and when the rectangular upright post is pressed by the upper side, the force is transferred to the main reinforcement component 1 and the auxiliary reinforcement component 2, so that the rectangular upright post is supported and reinforced.
Referring to fig. 1, a main reinforcement component 1 includes two vertically arranged first angle steels 11, a plurality of main connecting pieces 12 and a plurality of connectors 13 for being inserted with an auxiliary reinforcement component 2, two ends of the main connecting pieces 12 are respectively connected with the two first angle steels 11 correspondingly, the main connecting pieces 12 and the first angle steels 11 are integrally formed, the number of welding points is reduced, the efficiency of reinforcing and reinforcing rectangular columns in situ is improved, a plurality of connectors 13 are respectively arranged at the two first angle steels 11, one end of each connector 13 is integrally formed with the first angle steel 11, the other end of each connector 13 is used for being inserted with the auxiliary reinforcement component 2, in the embodiment of the application, the main connecting pieces 12 and the connectors 13 are rectangular steel plates, the outer side walls of the steel plates protrude out of the first angle steels 11, and the main connecting pieces 12 and the connectors 13 are uniformly arranged at intervals along the vertical direction.
Referring to fig. 1 and 3, the auxiliary reinforcing component 2 includes two vertically arranged second angle steels 21 and a plurality of auxiliary connecting pieces 22, two ends of each auxiliary connecting piece 22 are respectively integrally formed with two second angle steels 21, so as to reduce the number of welding points, improve the efficiency of reinforcing and reinforcing rectangular upright posts in situ, two second angle steels 21 are respectively convexly provided with a plurality of plugging portions 23, the plugging portions 23 are respectively concavely provided with plugging grooves for inserting the plugging pieces 13, the number of the plugging portions 23 is adapted with the number of the plugging pieces 13, the positions of the plugging portions 23 are adapted with the positions of the plugging pieces 13, and in the embodiment of the application, the shape of the plugging grooves is adapted with the shape of the plugging pieces 13, in particular, when a steel plate serving as the plugging piece 13 is inserted into the plugging grooves, the plugging pieces 13 are abutted with the inner walls of the plugging grooves.
Referring to fig. 1 and 3, in the embodiment of the present application, each of the plugging portions 23 is provided with three bar-shaped welding holes 4, and when the plug 13 is plugged into the plugging portion 23, a worker performs spot welding on the welding holes 4, thereby fixedly connecting the main reinforcing member 1 and the sub reinforcing member 2.
Referring to fig. 2 and 4, a rectangular upright post in-situ supporting and reinforcing structure further comprises a plurality of filling baffles 6 which are vertically arranged, wherein the tops and bottoms of the main connecting piece 12, the plug connector 13 and the auxiliary connecting piece 22 are provided with L-shaped sliding grooves 3, two L-shaped sliding grooves 3 of two adjacent main connecting pieces 12 are matched, two L-shaped sliding grooves 3 of two adjacent auxiliary connecting pieces 22 are matched, two L-shaped sliding grooves 3 of two adjacent plug connectors 13 in the vertical direction are matched for sliding connection of the filling baffles 6, namely the filling baffles 6 are respectively detachably connected with the main reinforcing component 1 and the auxiliary reinforcing component 2, and the filling baffles 6 are used for being matched with the main reinforcing component 1 and the auxiliary reinforcing component 2 to enable the rectangular cavity to be in a closed state so as to cast concrete.
Referring to fig. 2 and 3, the top parts of the main reinforcing component 1 and the auxiliary reinforcing component 2 are both fixed with reinforcing angle steel 5 horizontally arranged, and the top surface of the reinforcing angle steel 5 is connected with a cross beam, thereby reinforcing the overall connection strength of the reinforcing structure and the building.
The implementation principle of the rectangular upright post in-situ support reinforcing structure provided by the embodiment of the application is as follows: after the main reinforcement component 1 and the auxiliary reinforcement component 2 are inserted, the connection part of the main reinforcement component 1 and the auxiliary reinforcement component 2 is welded, namely, the main reinforcement component 1 and the auxiliary reinforcement component 2 are fixed, the welding point position is greatly reduced, the operation of inserting and matching is convenient and efficient, and the reinforcement and reinforcement efficiency of the rectangular upright column in situ is improved.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (8)
1. The utility model provides a rectangle stand normal position supports reinforcement structure, its characterized in that, including being used for setting up in main reinforcement subassembly (1) and the vice reinforcement subassembly (2) of rectangle stand periphery, main reinforcement subassembly (1) with the horizontal cross-section of vice reinforcement subassembly (2) all is "匚" style of calligraphy, main reinforcement subassembly (1) with vice reinforcement subassembly (2) set up relatively, main reinforcement subassembly (1) with vice reinforcement subassembly (2) peg graft, main reinforcement subassembly (1) with vice reinforcement subassembly (2) form the rectangle chamber that supplies the rectangle stand to place.
2. The rectangular post in situ support reinforcement structure of claim 1, wherein the rectangular cavity is shaped and outer diameter adapted to the rectangular post.
3. The rectangular upright in-situ support reinforcing structure according to claim 1, wherein the main reinforcing component (1) comprises two vertically arranged first angle steels (11), a plurality of main connecting pieces (12) and a plurality of connectors (13) for being inserted with the auxiliary reinforcing component (2), two ends of the main connecting pieces (12) are respectively and correspondingly connected with the two first angle steels (11), the main connecting pieces (12) and the first angle steels (11) are integrally formed, the connectors (13) are respectively arranged on the two first angle steels (11), one ends of the connectors (13) are integrally formed with the first angle steels (11), and the other ends of the connectors are used for being inserted with the auxiliary reinforcing component (2).
4. A rectangular upright in-situ supporting and reinforcing structure according to claim 3, characterized in that the auxiliary reinforcing component (2) comprises two vertically arranged second angle steels (21) and a plurality of auxiliary connecting pieces (22), two ends of the auxiliary connecting pieces (22) are respectively integrally formed with the two second angle steels (21), a plurality of inserting parts (23) are respectively and convexly arranged on the two second angle steels (21), and inserting grooves for inserting the inserting pieces (13) are respectively and concavely arranged on the inserting parts (23).
5. The rectangular column in-situ support reinforcing structure according to claim 4, characterized in that the number of plug parts (23) and the number of plug members (13) are adapted, and the positions of the plug parts (23) and the plug members (13) are adapted.
6. A rectangular column in situ support reinforcement structure according to claim 3, characterized in that a plurality of said main connectors (12) are uniformly spaced apart in the vertical direction.
7. The rectangular column in-situ support reinforcing structure according to claim 4, wherein said plurality of secondary connectors (22) are uniformly spaced apart in the vertical direction.
8. The rectangular upright in-situ support reinforcing structure according to claim 1, further comprising a plurality of vertically arranged filling baffles (6), wherein a plurality of filling baffles (6) are detachably connected with the main reinforcing component (1) and the auxiliary reinforcing component (2) respectively, and the rectangular cavity is closed by the filling baffles (6), the main reinforcing component (1) and the auxiliary reinforcing component (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322939432.6U CN220954810U (en) | 2023-10-31 | 2023-10-31 | Rectangular upright post in-situ support reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322939432.6U CN220954810U (en) | 2023-10-31 | 2023-10-31 | Rectangular upright post in-situ support reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220954810U true CN220954810U (en) | 2024-05-14 |
Family
ID=91005179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322939432.6U Active CN220954810U (en) | 2023-10-31 | 2023-10-31 | Rectangular upright post in-situ support reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220954810U (en) |
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2023
- 2023-10-31 CN CN202322939432.6U patent/CN220954810U/en active Active
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