CN210002546U - Novel building bearing structural member - Google Patents
Novel building bearing structural member Download PDFInfo
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- CN210002546U CN210002546U CN201920396369.7U CN201920396369U CN210002546U CN 210002546 U CN210002546 U CN 210002546U CN 201920396369 U CN201920396369 U CN 201920396369U CN 210002546 U CN210002546 U CN 210002546U
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Abstract
The utility model discloses a novel building bearing structural member, relating to the technical field of building bearing equipment; the steel bearing angle block is composed of a steel sleeve and a steel seat which are connected in a sliding mode, the steel seat is formed by oppositely splicing a left clamping seat and a right clamping seat, and a counter-pull screw rod is arranged between the left clamping seat and the right clamping seat; the top of the supporting upright post is also lapped with a bearing beam through a steel bearing corner block. According to the novel building bearing structural member, the mounting requirements of the bearing beams with different widths can be met through the arranged steel bearing angle blocks, so that the bearing strength of the bearing structural member is increased, and the potential safety accident of building collapse caused by mismatching and overlarge load of the bearing beams is avoided; secondly, can realize splicing into network structure between a plurality of spandrel girders, reach the purpose of effective bearing, satisfy the building construction demand, whole bearing structure simple structure, easy dismounting.
Description
Technical Field
The utility model relates to a building bearing equipment technical field specifically is novel building bearing structure spare.
Background
At present, load-bearing frame structures are widely applied to the field of house buildings by , complete load-bearing frame structure buildings at least comprise a building load-bearing frame structure and a framed building large plate arranged in the building load-bearing frame structure, when the existing load-bearing frame structure buildings are constructed, firstly, a building load-bearing frame structure consisting of columns and beams is constructed, the building load-bearing frame structure is used for bearing the weight of the house buildings, and then the framed building large plate is arranged.
In order to solve the defects, patent application No. 201721781938.7 discloses building load-bearing structural members, which comprise a load-bearing bottom plate consisting of two transverse rods and two vertical rods, wherein the transverse rods are connected with the vertical rods through four connecting pieces, the connecting pieces are provided with two connecting grooves and two second connecting grooves, the connecting grooves are matched with the transverse rods and the vertical rods, the lower ends of the connecting pieces are provided with supporting legs, the upper ends of the second connecting grooves are connected with supporting rods, and the upper ends of the supporting rods are fixedly connected with load-bearing plates.
SUMMERY OF THE UTILITY MODEL
The purpose of the utility model is that the installation requirements of the bearing beams with different widths can be satisfied through the arranged steel bearing angle block, thereby increasing the bearing strength of the bearing structural member and avoiding the potential safety accident hazard of building collapse caused by mismatching and overlarge load of the bearing beams; but also can realize splicing into network structure between a plurality of spandrel girders, reach the purpose of effective bearing, satisfy the building construction demand, have advantages such as easy dismounting, solved the problem that proposes among the above-mentioned background art.
The novel building load-bearing structural member comprises a base and a supporting upright post, wherein the supporting upright post is fixedly welded on the base, and the top of the supporting upright post is provided with a steel load-bearing corner block; the steel bearing angle block consists of a steel sleeve and a steel seat, the bottom of the steel sleeve is provided with an upright mounting groove, and the steel bearing angle block is sleeved on the support upright through the upright mounting groove at the bottom of the steel sleeve; the top of the steel sleeve is also provided with a slide rail, and the steel sleeve is connected with the steel seat through the slide rail; the steel seat is formed by oppositely splicing a left clamping seat and a right clamping seat, and sliding grooves matched with the sliding rails are formed in the bottoms of the left clamping seat and the right clamping seat; a counter-pulling screw rod is further arranged between the left clamping seat and the right clamping seat and is communicated with the left clamping seat and the right clamping seat; and bearing beams are also arranged at the tops of the two adjacent supporting upright columns, are lapped on the steel bearing angle blocks at the tops of the two supporting upright columns and are fixed by opposite-pulling screw rods in the steel seats.
Preferably, the steel seat and the steel sleeve are in sliding connection.
Preferably, the steel seat is formed by mutually splicing a left clamping seat and a right clamping seat in a concave shape.
Preferably, the size of the steel seat can be adjusted by adjusting the relative position of the left clamping seat and the right clamping seat.
Preferably, a plurality of the bearing beams can be spliced through steel bearing corner blocks sleeved at the end parts.
Preferably, the direction of the clamping seat of the steel bearing corner block can be adjusted according to actual construction requirements.
Preferably, a through hole connected with the counter-pulling screw rod penetrates through the bearing beam.
The utility model provides a novel building bearing structure spare, this novel building bearing structure spare, through the steel bearing weight hornblock that sets up, install the steel bearing weight hornblock on the support post, and fix the spandrel girder by the steel bearing weight hornblock, wherein, the steel bearing weight hornblock sets up the draw-in groove structure of concave font, the size of this draw-in groove can be realized through adjusting the relative distance of left cassette and right cassette, thereby can satisfy the installation demand of the spandrel girder of different width, and then increased the bearing dynamics of bearing structure spare, avoid because the spandrel girder mismatch, the potential safety accident hazard that the load leads to taking place the building to collapse excessively; secondly, still can splice through the steel bearing weight angle piece that the tip cup jointed between a plurality of spandrel girders, continue to cup joint the steel bearing weight angle piece through the steel bushing at the top of spandrel girder promptly to make between two adjacent spandrel girders, can continue the spandrel girder of the not equidirectional of overlap joint, realize splicing into network structure between a plurality of spandrel girders, reach effective bearing's purpose, satisfy the building construction demand, whole bearing structure simple structure, easy dismounting.
Drawings
Fig. 1 is a schematic view of the overall structure installation of the present invention;
FIG. 2 is a schematic view of the installation of the steel bearing corner block of the present invention in the horizontal direction;
FIG. 3 is a schematic view of the installation of the steel load-bearing corner block of the present invention in the vertical direction;
FIG. 4 is a schematic structural view of the steel bearing corner block of the present invention;
FIG. 5 is a view showing the use state of the steel bearing corner block of the present invention;
fig. 6 is the schematic view of the inverted steel bearing corner block structure of the present invention.
In the figure: the steel bearing structure comprises a base 1, a support upright 2, a steel bearing angle block 3, a steel sleeve 301, a steel seat 302, an upright mounting groove 303, a slide rail 304, a left clamping seat 305, a right clamping seat 306, a sliding groove 307, a split screw 308 and a bearing beam 4.
Detailed Description
Referring to fig. 1-6, the utility model provides technical solutions, the novel building load-bearing structural member comprises a base 1 and a support upright 2, the support upright 2 is fixedly welded on the base 1, the top of the support upright 2 is provided with a steel load-bearing corner block 3, the steel load-bearing corner block 3 is composed of a steel sleeve 301 and a steel seat 302, the bottom of the steel sleeve 301 is provided with an upright mounting groove 303, the steel load-bearing corner block 3 is sleeved on the support upright 2 through the upright mounting groove 303 at the bottom of the steel sleeve 301, the top of the steel sleeve 301 is further provided with a slide rail 304, the steel sleeve 301 is connected with the steel seat 302 through the slide rail 304, the steel seat 302 is formed by oppositely splicing a left clamping seat 305 and a right clamping seat 306, the bottoms of the left clamping seat 305 and the right clamping seat 306 are both provided with a slide groove 307 matched with the slide rail 304, a counter-pulling screw 308 is further arranged between the left clamping seat 306 and the counter-pulling screw 308, the top of the two adjacent support uprights 2 is further provided with a load-bearing beam 4 lapped on the top of the two support uprights 2, and the steel load-bearing blocks 302 are fixed by the counter-pulling screw 308.
In this embodiment, the left clamping seat 305 and the right clamping seat 306 can slide along the sliding rail 304 mounted on the top of the steel sleeve 301 through the sliding groove 307 arranged at the bottom, so that the whole steel seat 302 and the steel sleeve 301 are in sliding connection.
In this embodiment, the steel seat 302 is formed by splicing the left clamping seat 305 and the right clamping seat 306 in a concave shape, and is used for clamping the bearing beam 4 lapped with the steel seat.
In this embodiment, the size of the steel seat 302 can be adjusted by adjusting the relative positions of the left clamping seat 305 and the right clamping seat 306, that is, the sliding of the positions is realized through the sliding grooves 307 at the bottoms of the left clamping seat 305 and the right clamping seat 306, so that the bearing beams 4 with different widths can be installed in a matching manner.
In this embodiment, a plurality of the spandrel girder 4 between the steel bearing corner piece 3 that the accessible tip cup jointed splice, continue to cup joint steel bearing corner piece 3 through steel bushing 301 at the top of spandrel girder 4 promptly to make between two adjacent spandrel girders 4, can continue the spandrel girder 4 of overlap joint equidirectional not, realize can splice into network structure between a plurality of spandrel girders 4, reach effective bearing's purpose, satisfy building load-bearing equipment's user demand.
In this embodiment, the cassette direction of the steel bearing corner block 3 can be adjusted according to the actual construction requirements, and as shown in fig. 2 and 3, the installation and fixation of the bearing beams 4 in different directions can be realized, and the construction requirements of the building can be met.
During the use, with the fixed welding of support post 2 among the current bearing structure spare on base 1, simultaneously, cup joint steel bearing hornblock 3 at the top of support post 2, when needs fixed spandrel girder 4, according to the width size of spandrel girder 4, loosen first split screw 308, then slide left cassette 305 and right cassette 306 along slide rail 304 on steel bushing 301, thereby adjust the relative distance of left cassette 305 and right cassette 306, make the size of the steel seat 302 that forms between left cassette 305 and the right cassette 306 can satisfy spandrel girder 4's installation demand, overlap joint spandrel girder 4 in steel seat 302, and lock fixedly by split screw 308, for step improve the intensity of whole bearing structure spare step, carry out the concatenation with a plurality of steel bearing hornblock 3 that can cup joint through the tip between spandrel girder 4, namely continue to cup joint steel bearing hornblock 3 through steel bushing 301 at spandrel girder 4's roof, thereby make between two adjacent spandrel girders 4, can continue the overlap joint spandrel girder 4 of different directions, realize that a plurality of spandrel girders 4 can reach the concatenation to become the mesh structure, satisfy the use of effective bearing equipment.
The above only is the preferred embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent flow changes made by the contents of the specification and the drawings, or directly or indirectly applied to other related technical fields, are included in the same way in the protection scope of the present invention.
Claims (7)
1. Novel building bearing structure spare, including base and support post, support post fixed welding is on the base, its characterized in that: the top of the supporting upright post is provided with a steel bearing corner block; the steel bearing angle block consists of a steel sleeve and a steel seat, the bottom of the steel sleeve is provided with an upright mounting groove, and the steel bearing angle block is sleeved on the support upright through the upright mounting groove at the bottom of the steel sleeve; the top of the steel sleeve is also provided with a slide rail, and the steel sleeve is connected with the steel seat through the slide rail; the steel seat is formed by oppositely splicing a left clamping seat and a right clamping seat, and sliding grooves matched with the sliding rails are formed in the bottoms of the left clamping seat and the right clamping seat; a counter-pulling screw rod is further arranged between the left clamping seat and the right clamping seat and is communicated with the left clamping seat and the right clamping seat; and bearing beams are also arranged at the tops of the two adjacent supporting upright columns, are lapped on the steel bearing angle blocks at the tops of the two supporting upright columns and are fixed by opposite-pulling screw rods in the steel seats.
2. The novel building load bearing structure of claim 1, wherein: the steel seat is in sliding connection with the steel sleeve.
3. The novel building load bearing structure of claim 1, wherein: the steel seat is spliced by the left clamping seat and the right clamping seat to form a concave shape.
4. The novel building load bearing structure of claim 1, wherein: the size of the steel seat can be adjusted by adjusting the relative positions of the left clamping seat and the right clamping seat.
5. The novel building load bearing structure of claim 1, wherein: and a plurality of bearing beams can be spliced through the steel bearing angle blocks sleeved at the end parts.
6. The novel building load bearing structure of claim 1, wherein: the direction of the clamping seat of the steel bearing corner block can be adjusted according to actual construction requirements.
7. The novel building load bearing structure of claim 1, wherein: and a through hole connected with the counter-pulling screw rod is communicated with the bearing beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920396369.7U CN210002546U (en) | 2019-03-26 | 2019-03-26 | Novel building bearing structural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920396369.7U CN210002546U (en) | 2019-03-26 | 2019-03-26 | Novel building bearing structural member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210002546U true CN210002546U (en) | 2020-01-31 |
Family
ID=69302207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920396369.7U Active CN210002546U (en) | 2019-03-26 | 2019-03-26 | Novel building bearing structural member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210002546U (en) |
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2019
- 2019-03-26 CN CN201920396369.7U patent/CN210002546U/en active Active
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Denomination of utility model: New building load-bearing structural parts Effective date of registration: 20211019 Granted publication date: 20200131 Pledgee: Bank of China Limited by Share Ltd. Shunde branch Pledgor: Guangdong Chenji Construction Engineering Co.,Ltd. Registration number: Y2021980010916 |