CN206554277U - A kind of antidetonation beam column construction of low-rise building - Google Patents
A kind of antidetonation beam column construction of low-rise building Download PDFInfo
- Publication number
- CN206554277U CN206554277U CN201720139669.8U CN201720139669U CN206554277U CN 206554277 U CN206554277 U CN 206554277U CN 201720139669 U CN201720139669 U CN 201720139669U CN 206554277 U CN206554277 U CN 206554277U
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- China
- Prior art keywords
- connecting plate
- crossbeam
- fixedly connected
- beam column
- rise building
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Abstract
The utility model discloses a kind of antidetonation beam column construction of low-rise building, belong to building element technical field, the upper surface of column is provided with I-shaped reinforcing plate, the upper level board and lower horizontal board of reinforcing plate are all fixedly connected with positioned at its peripheral crossbeam, the upper end of all vertical reinforcing bars is all fixedly connected to form with lower horizontal board as longitudinal anti-seismic structure, crossbeam has all horizontal reinforcements on the connecting plate being vertically arranged and the crossbeam to be all fixedly connected with connecting plate on the end face of column one end, there is horizontally disposed U-shaped reinforcement between connecting plate and the riser of reinforcing plate, U-shaped reinforcement suit is fixed on riser periphery, openend is fixedly connected to form as Horizontal Seismic structure towards connecting plate and with connecting plate.So that crossbeam and column are reliably connected, phenomenon will not be fallen off, anti seismic efficiency is good, the influence that earthquake is produced to beam column construction can be reduced, so as to mitigate the destructiveness that building is subject to.
Description
Technical field
The utility model belongs to building element technical field, is related to a kind of antidetonation beam column construction of low-rise building.
Background technology
At present, all it is to use low-rise building near mountain area and earthquake zone in order to reduce harm of the earthquake to building,
The beam column of low-rise building includes being to utilize stirrup bundle between at the top of crossbeam and column, the reinforcing bar of existing crossbeam and the reinforcing bar of column
Prick the cage structure formed, in earthquake, the easy loose or dislocation of stirrup tied up, cause the anti seismic efficiency of this beam column construction compared with
Difference, using the building of this beam column construction be subject to it is destructive larger.
The content of the invention
The utility model devises a kind of antidetonation beam column knot of low-rise building to overcome the defect of prior art
Structure so that crossbeam and column are reliably connected, anti seismic efficiency is good, reduces the influence that earthquake is produced to beam column construction, so as to mitigate
The destructiveness that building is subject to.
The concrete technical scheme that the utility model is taken is：A kind of antidetonation beam column construction of low-rise building, including
Column with vertical reinforcing bar, it is locked with column and carries the crossbeam of horizontal reinforcement, it is important to：The upper surface of the column
It is provided with I-shaped reinforcing plate, the upper level board and lower horizontal board of reinforcing plate be all fixedly connected with positioned at its peripheral crossbeam,
The upper end of all vertical reinforcing bars is all fixedly connected to form with lower horizontal board as longitudinal anti-seismic structure, end of the crossbeam close to column one end
There are all horizontal reinforcements on the connecting plate being vertically arranged and the crossbeam to be all fixedly connected with connecting plate on face, connecting plate is with strengthening
There is horizontally disposed U-shaped reinforcement between the riser of plate, U-shaped reinforcement suit is fixed on riser periphery, openend direction connection
Plate is simultaneously fixedly connected to form as Horizontal Seismic structure with connecting plate.
The vertical reinforcing bar on the reinforced hole of array arrangement, column is all offered on described lower horizontal board and on connecting plate
Setting is corresponded with the reinforced hole on lower horizontal board and grafting is fixed, the reinforced hole on horizontal reinforcement and connecting plate on crossbeam
Correspond setting and grafting is fixed.
At least two U-shaped reinforcements are vertically provided with each connecting plate, two connecting plates be arrangeding in parallel
On U-shaped reinforcement above and below be staggered.
The end of the crossbeam sets fluted, and connecting plate is located in groove, and connecting plate is fixed with close to the side of riser
Vertical gripper shoe, vertical gripper shoe, which is located at, between upper level board and lower horizontal board and to be connected and fixed, one end of vertical gripper shoe with
Riser is fixedly connected, the other end is located in groove.
The quantity of vertical gripper shoe is two on each connecting plate, U-shaped on the connecting plate of two vertical gripper shoes plus
Strengthening tendons both sides are symmetrical arranged.
Concrete lift is provided with cavity between described upper level board and lower horizontal board.
Described U-shaped reinforcement is welded and fixed with riser.
The beneficial effects of the utility model are：All vertical reinforcing bars are all fixedly connected with lower horizontal board, all levels
Reinforcing bar is all fixedly connected with connecting plate, and connecting plate is fixedly connected by U-shaped reinforcement with riser, and riser is by upper level board with
The cooperation of level board is fixedly connected with crossbeam, i.e., above-mentioned all parts are fixedly connected to form as an entirety, so when earthquake hair
When raw, column and crossbeam still can be reliably connected, and will not fall off phenomenon, and anti seismic efficiency is good, reduces earthquake to beam column
The influence that structure is produced, so as to mitigate the destructiveness that building is subject to.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of connecting plate in Fig. 1.
In accompanying drawing, 1 represents column, and 1-1 represents vertical reinforcing bar, and 2 represent crossbeam, and 2-1 represents horizontal reinforcement, and 2-2, which is represented, to be connected
Fishplate bar, 3 represent upper level board, and 4 represent lower horizontal board, and 5 represent riser, and 6 represent U-shaped reinforcement, and 7 represent vertical gripper shoe.
Embodiment
The utility model is elaborated with specific embodiment below in conjunction with the accompanying drawings：
Specific embodiment, as depicted in figs. 1 and 2, a kind of antidetonation beam column construction of low-rise building, including with vertical
Reinforcing bar 1-1 column 1 and column 1 are locked and the crossbeam 2 with horizontal reinforcement 2-1, and the upper surface of column 1 is provided with work
The reinforcing plate of font, the upper level board 3 and lower horizontal board 4 of reinforcing plate be all fixedly connected with positioned at its peripheral crossbeam 2, all perpendicular
Straight reinforcing bar 1-1 upper end is all fixedly connected to form with lower horizontal board 4 as longitudinal anti-seismic structure, end of the crossbeam 2 close to the one end of column 1
There are all horizontal reinforcement 2-1 on the connecting plate 2-2 being vertically arranged and the crossbeam 2 to be all fixedly connected with connecting plate 2-2 on face, even
There is horizontally disposed U-shaped reinforcement 6 between fishplate bar 2-2 and the riser of reinforcing plate 5, the U-shaped suit of reinforcement 6 is fixed on outside riser 5
Enclose, openend is fixedly connected to form as Horizontal Seismic structure towards connecting plate 2-2 and with connecting plate 2-2.
All it is fixedly connected with lower horizontal board 4 due to all vertical reinforcing bar 1-1, all horizontal reinforcement 2-1 are with being connected
Plate 2-2 is fixedly connected, and connecting plate 2-2 is fixedly connected by U-shaped reinforcement 6 with riser 5, and riser 5 passes through upper level board 3 and lower water
The cooperation of flat board 4 is fixedly connected with crossbeam 2, i.e., above-mentioned all parts are fixedly connected to form as an entirety, so when earthquake hair
When raw, column 1 and crossbeam 2 still can be reliably connected, and will not fall off phenomenon, and anti seismic efficiency is good, reduces earthquake to beam
The influence that rod structure is produced, so as to mitigate the destructiveness that building is subject to.Wherein, U-shaped reinforcement 6 is welded and fixed with riser 5,
Firm and reliable connection.
As to further improvement of the utility model, array row is all offered on lower horizontal board 4 and on connecting plate 2-2
Vertical reinforcing bar 1-1 on the reinforced hole of cloth, column 1 corresponds setting with the reinforced hole on lower horizontal board 4 and grafting is fixed, horizontal
Horizontal reinforcement 2-1 on beam 2 corresponds setting with the reinforced hole on connecting plate 2-2 and grafting is fixed so that convenient during installation
Fast, it is time saving and energy saving, and firm and reliable connection.
As to further improvement of the utility model, at least two are vertically provided with each connecting plate 2-2
Individual U-shaped reinforcement 6, the U-shaped reinforcement on two connecting plate 2-2 be arrangeding in parallel is staggered about 6.Adjacent U-shaped reinforcement
Muscle 6 is fixedly connected from the connecting plate 2-2 on different crossbeams 2 respectively, can play mutually spacing effect, and anti seismic efficiency is more preferable.
Set fluted as the end to further improvement of the utility model, crossbeam 2, connecting plate 2-2 is located at groove
It is interior, it can so increase connecting plate 2-2 and crossbeam 2 contact area, connect more solid and reliable.Connecting plate 2-2 is close to riser 5
Side be fixed with vertical gripper shoe 7, vertical gripper shoe 7 is located between upper level board 3 and lower horizontal board 4 and connected and fixed, can
To play a part of the upper level board 3 of support and lower horizontal board 4, prevent level board 3 and lower horizontal board 4 from teetertottering.Vertical branch
One end of fagging 7 is fixedly connected with riser 5, the other end is located in groove, and can play prevents connecting plate 2-2 from shaking in the horizontal direction
Dynamic effect, and vertical gripper shoe 7 is plugged in groove, it is possible to use and crossbeam 2 plays position-limiting action to vertical gripper shoe 7.
The quantity of each upper vertical gripper shoes 7 of connecting plate 2-2 is two, and U-shaped on connecting plate 2-2 of two vertical gripper shoes 7 adds
The both sides of strengthening tendons 6 are symmetrical arranged, and make the uniform force of crossbeam 2 consistent.
As to further improvement of the utility model, it is provided with the cavity between upper level board 3 and lower horizontal board 4 mixed
Solidifying soil LIFT, can prevent U-shaped reinforcement 6 from teetertottering, at the same level board 3 can be made, it is lower horizontal board 4, riser 5, U-shaped
It is more solid and reliable that reinforcement 6, vertical gripper shoe 7, connecting plate 2-2 connect the overall structure to be formed, so that crossbeam 2 and column
Connection between 1 is more solid and reliable, further improves anti seismic efficiency.
Claims (7)
1. a kind of antidetonation beam column construction of low-rise building, including the column (1) with vertical reinforcing bar (1-1) and column (1)
It is locked and carries horizontal reinforcement (2-1) crossbeam (2), it is characterised in that：The upper surface of the column (1) is provided with I-shaped
The reinforcing plate of shape, the upper level board (3) and lower horizontal board (4) of reinforcing plate are all fixedly connected with positioned at its peripheral crossbeam (2), institute
The upper end for having vertical reinforcing bar (1-1) is all fixedly connected to form with lower horizontal board (4) as longitudinal anti-seismic structure, and crossbeam (2) is close to vertical
Have on the end face of post (1) one end all horizontal reinforcements (2-1) on the connecting plate (2-2) being vertically arranged and the crossbeam (2) all with
Connecting plate (2-2) is fixedly connected, and has horizontally disposed U-shaped reinforcement (6) between the riser (5) of connecting plate (2-2) and reinforcing plate,
U-shaped reinforcement (6) suit is fixed on riser (5) periphery, openend towards connecting plate (2-2) and fixes company with connecting plate (2-2)
Connect and be formed as Horizontal Seismic structure.
2. a kind of antidetonation beam column construction of low-rise building according to claim 1, it is characterised in that：Described lower water
The reinforced hole of array arrangement is all offered on flat board (4) and on connecting plate (2-2), the vertical reinforcing bar (1-1) on column (1) with
Reinforced hole on lower horizontal board (4) corresponds setting and grafting is fixed, horizontal reinforcement (2-1) and connecting plate on crossbeam (2)
Reinforced hole on (2-2) corresponds setting and grafting is fixed.
3. a kind of antidetonation beam column construction of low-rise building according to claim 1, it is characterised in that：Each connecting plate
At least two U-shaped reinforcements (6) are all vertically provided with (2-2), the U on two connecting plates (2-2) be arrangeding in parallel
Type reinforcement (6) is staggered up and down.
4. a kind of antidetonation beam column construction of low-rise building according to claim 1, it is characterised in that：The crossbeam
(2) end sets fluted, and connecting plate (2-2) is located in groove, and connecting plate (2-2) is fixed with close to the side of riser (5)
Vertical gripper shoe (7), vertical gripper shoe (7) is located between upper level board (3) and lower horizontal board (4) and connected and fixed, vertical branch
One end of fagging (7) is fixedly connected with riser (5), the other end is located in groove.
5. a kind of antidetonation beam column construction of low-rise building according to claim 4, it is characterised in that：Each connecting plate
The quantity of vertical gripper shoe (7) is two, U-shaped reinforcement of two vertical gripper shoes (7) on the connecting plate (2-2) on (2-2)
Muscle (6) both sides are symmetrical arranged.
6. a kind of antidetonation beam column construction of low-rise building according to claim 1, it is characterised in that：Described upper water
Concrete lift is provided with cavity between flat board (3) and lower horizontal board (4).
7. a kind of antidetonation beam column construction of low-rise building according to claim 1, it is characterised in that：Described is U-shaped
Reinforcement (6) is welded and fixed with riser (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720139669.8U CN206554277U (en) | 2017-02-16 | 2017-02-16 | A kind of antidetonation beam column construction of low-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720139669.8U CN206554277U (en) | 2017-02-16 | 2017-02-16 | A kind of antidetonation beam column construction of low-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554277U true CN206554277U (en) | 2017-10-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720139669.8U Expired - Fee Related CN206554277U (en) | 2017-02-16 | 2017-02-16 | A kind of antidetonation beam column construction of low-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554277U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267502A (en) * | 2018-11-20 | 2019-01-25 | 庆元县古韵廊桥研究所 | A kind of support device for the wooden shelter bridge restoration and protection |
| CN110552430A (en) * | 2019-08-20 | 2019-12-10 | 湖北正浩建设集团有限公司 | steel pipe column structure house |
| CN112681550A (en) * | 2020-12-18 | 2021-04-20 | 福建江夏学院 | Beam column structure for assembled building anti-seismic support |
-
2017
- 2017-02-16 CN CN201720139669.8U patent/CN206554277U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267502A (en) * | 2018-11-20 | 2019-01-25 | 庆元县古韵廊桥研究所 | A kind of support device for the wooden shelter bridge restoration and protection |
| CN109267502B (en) * | 2018-11-20 | 2020-06-19 | 浙江鑫直建筑有限公司 | Supporting device for repairing and protecting gallery bridge |
| CN110552430A (en) * | 2019-08-20 | 2019-12-10 | 湖北正浩建设集团有限公司 | steel pipe column structure house |
| CN110552430B (en) * | 2019-08-20 | 2020-11-27 | 湖北正浩建设集团有限公司 | Steel pipe column structure house |
| CN112681550A (en) * | 2020-12-18 | 2021-04-20 | 福建江夏学院 | Beam column structure for assembled building anti-seismic support |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20200216 |