CN208933831U - Shelf bracket - Google Patents
Shelf bracket Download PDFInfo
- Publication number
- CN208933831U CN208933831U CN201821341193.7U CN201821341193U CN208933831U CN 208933831 U CN208933831 U CN 208933831U CN 201821341193 U CN201821341193 U CN 201821341193U CN 208933831 U CN208933831 U CN 208933831U
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- long
- pier shaft
- twisted steel
- fining twisted
- short
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Abstract
The utility model discloses a kind of shelf brackets, including in upper and lower position and the opposite vertically arranged long and short crossbeam of pier shaft, notch is offered at the side upper and lower position of pier shaft, long and short crossbeam is in same vertical plane close to the end of pier shaft and constitutes inlay card cooperation with notch, end of the long and short crossbeam far from pier shaft is connected by cant beam, through horizontal fining twisted steel duct is offered at the upper and lower position of pier shaft, fining twisted steel passes through fining twisted steel duct and connect with long and short crossbeam.Notch can be reserved in advance when pier shaft is prefabricated using intermediate plate or mold, long and short crossbeam is welded in advance with cant beam and is finished, then long and short beam-end position a distance and notch are completed into inlay card, realize pre-installation, then again using the cooperation of fining twisted steel and bolt so that long and short crossbeam is connected and fixed with pier shaft, it is easy to operate by way of preparatory inlay card using the above method, then directly adopt fining twisted steel and complete final fixed disassembly simply and stable structure.
Description
Technical field
The utility model belongs to building field, in particular to a kind of for bent cap and the shelf bracket of 0 number section rack construction.
Background technique
With the fast development and construction of Chinese architecture cause, high pier binder, bent cap and 0 number section bracket must not in construction
It can lack, at this moment need to arrange falsework in pier shaft convenient for construction, falsework is generally using the pre-embedded steel slab welding on pier shaft
Shelf bracket, at this moment needing operator, high altitude operation welding quality is lower using staircase or cantilever construction, and peace tear open compared with
Slowly, there is very big risk.
Utility model content
The purpose of this utility model is to provide a kind of shelf brackets, convenient for carrying out construction and installation, operation side on pier shaft
Just and it is easy to disassemble.
To achieve the goals above, the utility model takes following technical scheme: a kind of shelf bracket, including in up and down
Position and opposite pier shaft vertically arranged long and short crossbeam offer notch, long and short crossbeam patch at the side upper and lower position of pier shaft
The end of nearly pier shaft is in same vertical plane and constitutes inlay card cooperation with notch, and end of the long and short crossbeam far from pier shaft passes through oblique
Beam connects, and through horizontal fining twisted steel duct is offered at the upper and lower position of pier shaft, fining twisted steel passes through finish rolling screw thread
Steel duct is connect with long and short crossbeam.
Be equipped on the long beam with the junction of pier shaft with vertically arranged first reinforcing beam of cant beam, with the on cant beam
The junction of one reinforcing beam is equipped with and vertically arranged second reinforcing beam of long beam.
The long and short crossbeam, cant beam, the first reinforcing beam, the second reinforcing beam are integral type welding, and the weldering between each beam
The place of connecing is provided with stiffening plate.
Be provided with right angle cushion block below the tail trimmer, two right-angle sides of right angle cushion block by fastening bolt respectively with
Following, pier shaft the side of tail trimmer connects.
Two I-shaped connecting plates are provided on the long and short crossbeam with the junction of pier shaft, between two I-shaped connecting plates
Every arrangement and wherein one end and long and short beam welding, other end are welded with the backing plate for offering through-hole, and fining twisted steel passes through
The interval of two I-shaped connecting plates is connect with backing plate.
In above-mentioned technical proposal, notch is offered in the side upper and lower position of pier shaft, notch can be used when pier shaft is prefabricated
Intermediate plate or mold reserve in advance, and long and short crossbeam carries out welding with cant beam in advance and finishes, then by long and short beam-end position
A distance and notch complete inlay card, realize pre-installation, then again using the cooperation of fining twisted steel and bolt so that long and short cross
Beam is connected and fixed with pier shaft, easy to operate by way of preparatory inlay card using the above method, then directlys adopt fining twisted steel
It completes final fixing and dismantles simple and stable structure.
Detailed description of the invention
Fig. 1 is the utility model floor map；
Fig. 2 is that I-shaped connecting plate and fining twisted steel cooperate schematic diagram.
Specific embodiment
It is made further instructions in conjunction with Fig. 1,2 pairs of the utility model:
A kind of shelf bracket, it is characterised in that: including in upper and lower position and the opposite vertically arranged long and short cross of pier shaft A
Beam 10,20, notch is offered at the side upper and lower position of pier shaft A, and long and short crossbeam 10,20 is in same close to the end of pier shaft A
Vertical plane and inlay card cooperation is constituted with notch, end of the long and short crossbeam 10,20 far from pier shaft A is connected by cant beam 30, pier shaft A
Upper and lower position at through offering horizontal fining twisted steel duct, fining twisted steel 40 pass through fining twisted steel duct with
Long and short crossbeam 10,20 connects.Notch is offered in the side upper and lower position of pier shaft A, notch can be when pier shaft A be prefabricated using folder
Piece or mold reserve in advance, long and short crossbeam 10,20 with cant beam 30 in advance carry out welding finish, then by long and short crossbeam 10,
20 end position a distances and notch complete inlay card, realize pre-installation, then matching using fining twisted steel 40 and bolt again
It closes so that long and short crossbeam 10,20 and pier shaft A is connected and fixed, it is easy to operate by way of preparatory inlay card using the above method,
Final fixed disassembly is completed simply and stable structure using fining twisted steel 40 again.
On the long beam 10 with the junction of pier shaft A be equipped with vertically arranged first reinforcing beam 50 of cant beam 30, tiltedly
It is equipped with and vertically arranged second reinforcing beam 60 of long beam 10 on beam 30 with the junction of the first reinforcing beam 50.Using first,
Two reinforcing beams 50,60 further ensure the structural stability of shelf bracket.
The long and short crossbeam 10,20, cant beam 30, the first reinforcing beam 50, the second reinforcing beam 60 are integral type welding, and
Weld between each beam is provided with stiffening plate 70.Above-mentioned beam body is all welded in factory by stiffening plate 70 in advance in advance,
An entirety is formed, duration is installed, the end of tail trimmer 10,20 directly carries out inlay card with the notch of the side pier shaft A.
The lower section of the tail trimmer 20 is provided with right angle cushion block 80, and two right-angle sides of right angle cushion block 80 pass through fastening bolt
It is connect respectively with the side following, pier shaft A of tail trimmer 20.The lower position of tail trimmer 20 can connect with right angle cushion block 80 in advance
Connect, then and after notch inlay card, another right-angle side of right angle cushion block 80 is connect with the side of pier shaft A again, it is only necessary to using bolt into
Row rigidity insertion, it is ensured that stability.
The junction of pier shaft A is provided with two I-shaped connecting plates 90 on the long and short crossbeam 10,20, two is I-shaped
90 arranged for interval of connecting plate and wherein one end and long and short crossbeam 10,20 weld, and other end is welded with the backing plate 91 for offering through-hole
It connects, the interval that fining twisted steel 40 passes through two I-shaped connecting plates 90 is connect with backing plate 91.In order to ensure fining twisted steel 40 with
The connective stability of long and short crossbeam 10,20, additionally welds I-shaped connecting plate 90 on long and short crossbeam 10,20, and backing plate 91 will
Two I-shaped connecting plates 90 connect, and fining twisted steel 40 passes through through-hole and is connected and fixed with backing plate 91.
Claims (5)
1. a kind of shelf bracket, it is characterised in that: including in upper and lower position and opposite pier shaft (A) vertically arranged long and short cross
Beam (10,20), offers notch at the side upper and lower position of pier shaft (A), and long and short crossbeam (10,20) is close to the end of pier shaft (A)
Inlay card cooperation is constituted in same vertical plane and with notch, long and short crossbeam (10,20) passes through cant beam far from the end of pier shaft (A)
(30) it connects, through horizontal fining twisted steel duct is offered at the upper and lower position of pier shaft (A), fining twisted steel (40) is passed through
Fining twisted steel duct is connect with long and short crossbeam (10,20).
2. shelf bracket according to claim 1, it is characterised in that: the friendship on the long beam (10) with pier shaft (A)
It meets place to be equipped with vertically arranged first reinforcing beam (50) of cant beam (30), junction on cant beam (30) with the first reinforcing beam (50)
Equipped with vertically arranged second reinforcing beam (60) of long beam (10).
3. shelf bracket according to claim 2, it is characterised in that: the long and short crossbeam (10,20), cant beam (30),
First reinforcing beam (50), the second reinforcing beam (60) are integral type welding, and the weld between each beam is provided with stiffening plate (70).
4. shelf bracket according to claim 3, it is characterised in that: be provided with right angle below the tail trimmer (20)
Cushion block (80), two right-angle sides of right angle cushion block (80) by fastening bolt respectively with following, pier shaft (A) the side of tail trimmer (20)
Side connection.
5. shelf bracket according to claim 1, it is characterised in that: on the long and short crossbeam (10,20) and pier shaft
(A) junction is provided with two I-shaped connecting plates (90), two I-shaped connecting plate (90) arranged for interval and wherein one end and length,
Tail trimmer (10,20) welding, other end are welded with the backing plate (91) for offering through-hole, and fining twisted steel (40) passes through two I-shapeds
The interval of type connecting plate (90) is connect with backing plate (91).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821341193.7U CN208933831U (en) | 2018-08-20 | 2018-08-20 | Shelf bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821341193.7U CN208933831U (en) | 2018-08-20 | 2018-08-20 | Shelf bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208933831U true CN208933831U (en) | 2019-06-04 |
Family
ID=66718142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821341193.7U Active CN208933831U (en) | 2018-08-20 | 2018-08-20 | Shelf bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208933831U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593099A (en) * | 2019-08-12 | 2019-12-20 | 中铁十局集团第五工程有限公司 | Bridge construction support bracket |
-
2018
- 2018-08-20 CN CN201821341193.7U patent/CN208933831U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593099A (en) * | 2019-08-12 | 2019-12-20 | 中铁十局集团第五工程有限公司 | Bridge construction support bracket |
| CN110593099B (en) * | 2019-08-12 | 2021-10-29 | 中铁十局集团第五工程有限公司 | Bridge construction support bracket |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |