CN206512888U - A kind of high building structure coupling beam - Google Patents
A kind of high building structure coupling beam Download PDFInfo
- Publication number
- CN206512888U CN206512888U CN201720148321.5U CN201720148321U CN206512888U CN 206512888 U CN206512888 U CN 206512888U CN 201720148321 U CN201720148321 U CN 201720148321U CN 206512888 U CN206512888 U CN 206512888U
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- China
- Prior art keywords
- steel plate
- coupling beam
- shear
- plate
- shear steel
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Abstract
The utility model discloses a kind of high building structure coupling beam, including shear wall, sprue gate and anti-shear steel plate, longitudinally fixed steel plate is provided with the shear wall, and it is fixed with lateral tie in longitudinally fixed steel plate, the anti-shear steel plate is located at the inside of coupling beam, and the bottom of anti-shear steel plate is connected with each other with lateral tie, the upper and lower ends of the coupling beam are separately installed with Bar Anchorage plate and lower Bar Anchorage plate, the sprue gate is located at the centre position of upper Bar Anchorage plate, longitudinal stirrup installation hole is provided with the anti-shear steel plate, the centre position of the coupling beam is fixed with horizontal joint.The high building structure coupling beam, reduce coupling beam internal force, prevent the phenomenon of bending failure, and entirety is supported using stirrup, security is substantially increased, in the case where not changing area of section of the anti-shear steel plate in anchorage zone, be effectively improved coupling beam cuts pressure ratio, not only easy construction, while further anti-shear steel plate can be fixed again.
Description
Technical field
The utility model is related to Designing Structures of High Rising Buildings technical field, specially a kind of high building structure coupling beam.
Background technology
In shear wall structure and Frame _ Shear Wall Structure, connection wall limb and the beam of wall limb, wall limb and frame column are referred to as
Coupling beam.Coupling beam typically has span small, and section is high, the features such as wall stiffness being connected with coupling beam is big.Therefore coupling beam is in wind load
Under Horizontal Seismic Load, internal force is often very big, and bending failure is easily caused after a long time use, there is certain peace
Full hidden danger；Simultaneously when Designing Structures of High Rising Buildings are calculated, coupling beam often occurs cutting pressure ratio overrun condition between shear wall, for
The less coupling beam of depth of section, conventional method is to set anti-shear steel plate to cut pressure ratio overrun issues to solve coupling beam in coupling beam.So
And, in the anchorage zone at anti-shear steel plate Yu shear wall edge, stirrup is intensive, and many overlappings are produced between stirrup and anti-shear steel plate
Region on anti-shear steel plate, it is necessary to punch, and then by stirrup perforation fixation, still, this way not only reduces anti-shear steel plate
Area of section in anchorage zone, it is unfavorable to shearing resistance, and also difficulty of construction is big.In view of the above-mentioned problems, being badly in need of in original skyscraper
Innovative design is carried out on the basis of structure coupling beam.
Utility model content
The purpose of this utility model is to provide a kind of high building structure coupling beam, to solve to propose in above-mentioned background technology
Coupling beam internal force is often excessive, and bending failure is easily caused after a long time use, there is certain potential safety hazard；Stirrup is close simultaneously
Collection, produces many congruent regions, it is necessary to be punched on anti-shear steel plate, this way is not only reduced between stirrup and anti-shear steel plate
Anti-shear steel plate anchorage zone area of section, it is unfavorable to shearing resistance, and difficulty of construction it is big the problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of high building structure coupling beam, including cut
It is provided with power wall, sprue gate and anti-shear steel plate, the shear wall in longitudinally fixed steel plate, and longitudinally fixed steel plate and is fixed with horizontal stroke
To stirrup, the anti-shear steel plate is located at the inside of coupling beam, and the bottom of anti-shear steel plate is connected with each other with lateral tie, the coupling beam
Upper and lower ends be separately installed with Bar Anchorage plate and lower Bar Anchorage plate, and upper Bar Anchorage plate by longitudinal stirrup with
Bar Anchorage plate is connected with each other, and the sprue gate, which is located on the centre position of upper Bar Anchorage plate, the anti-shear steel plate, to be provided with
Longitudinal stirrup installation hole, the centre position of the coupling beam is fixed with horizontal joint.
It is preferred that, the lateral tie equidistantly distributed is between adjacent longitudinally fixed steel plate, and the company of extending partially into
The bottom of lateral tie and anti-shear steel plate in beam is connected with each other.
It is preferred that, the lower section of the upper Bar Anchorage plate is covered with two pieces of anti-shear steel plates being symmetrically installed.
It is preferred that, the anti-shear steel plate is symmetrically to be opened on 3 × 2 arrangement architectures, and single anti-shear steel plate in the side of coupling beam
There are four longitudinal stirrup installation holes.
It is preferred that, the width range of the horizontal joint is 30mm~50mm.
Compared with prior art, the beneficial effects of the utility model are：The high building structure coupling beam, in the centre of coupling beam
Position is provided with horizontal joint, so as to reduce coupling beam internal force, prevents the phenomenon of bending failure, and entirety is propped up using stirrup
Support, substantially increases security, is contacted with each other by lateral tie with anti-shear steel plate bottom, to be supported to anti-shear steel plate,
And anti-shear steel plate is fixed using longitudinal stirrup, therefore do not changing situation of the anti-shear steel plate in the area of section of anchorage zone
Under, be effectively improved coupling beam cuts pressure ratio, coupling beam is filled by casting concrete, not only easy construction, simultaneously
Further anti-shear steel plate can be fixed again, overall Stability Analysis of Structures is safe.
Brief description of the drawings
Fig. 1 is the utility model structure overall schematic；
Fig. 2 is the utility model structure coupling beam schematic top plan view.
In figure：1st, shear wall, 2, lateral tie, 3, longitudinally fixed steel plate, 4, sprue gate, 5, upper Bar Anchorage plate, 6, vertical
To stirrup, 7, anti-shear steel plate, 8, lower Bar Anchorage plate, 9, coupling beam, 10, longitudinal stirrup installation hole, 11, horizontal joint.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of high building structure coupling beam, including shearing
Wall 1, lateral tie 2, longitudinally fixed steel plate 3, sprue gate 4, upper Bar Anchorage plate 5, longitudinal stirrup 6, anti-shear steel plate 7, lower reinforcing bar
Longitudinally fixed steel plate 3, and longitudinal direction are provided with anchor plate 8, coupling beam 9, longitudinal stirrup installation hole 10 and horizontal joint 11, shear wall 1
Lateral tie 2 is fixed with fixation steel plate 3, the equidistantly distributed of lateral tie 2 is between adjacent longitudinally fixed steel plate 3, and portion
The bottom of the lateral tie 2 and anti-shear steel plate 7 extended in coupling beam 9 is divided to be connected with each other, to be supported to anti-shear steel plate 7, and
Anti-shear steel plate 7 is fixed using longitudinal stirrup 6, therefore is not changing situation of the anti-shear steel plate 7 in the area of section of anchorage zone
Under, the pressure ratio of cutting of coupling beam 9 is effectively improved, anti-shear steel plate 7 is located at the inside of coupling beam 9, and bottom and the transverse direction of anti-shear steel plate 7
Stirrup 2 is connected with each other, and the upper and lower ends of coupling beam 9 are separately installed with Bar Anchorage plate 5 and lower Bar Anchorage plate 8, upper reinforcing bar anchor
Gu the lower section of plate 5 is covered with two pieces of anti-shear steel plates being symmetrically installed 7, and upper Bar Anchorage plate 5 passes through longitudinal stirrup 6 and lower reinforcing bar
Anchor plate 8 is connected with each other, and sprue gate 4, which is located on the centre position of upper Bar Anchorage plate 5, anti-shear steel plate 7, is provided with longitudinal stirrup
Mounting hole 10, anti-shear steel plate 7 is symmetrically to be provided with four on 3 × 2 arrangement architectures, and single anti-shear steel plate 7 to indulge in the side of coupling beam 9
To stirrup installation hole 10, the centre position of coupling beam 9 is fixed with horizontal joint 11, and the width range of horizontal joint 11 is 30mm~50mm,
So as to reduce coupling beam internal force, the phenomenon of bending failure is prevented, and entirety is supported using stirrup, substantially increases safety
Property.
Operation principle：When using the high building structure coupling beam, first the structure to the device is simply understood, first
Longitudinally fixed steel plate 3 is first installed in shear wall 1, lateral tie 2 is anchored between adjacent longitudinally fixed steel plate 3 afterwards, simultaneously
The bottom for extending partially into lateral tie 2 and anti-shear steel plate 7 in coupling beam 9 is connected with each other, and realizes the preliminary branch to anti-shear steel plate 7
Support is fixed, and is installed longitudinal stirrup 6 in longitudinal stirrup installation hole 10 afterwards, is realized the connection between multiple anti-shear steel plates 7, then
Bar Anchorage plate 5 and lower Bar Anchorage plate 8 are respectively mounted in the upper and lower ends of coupling beam 9, finally by sprue gate 4 to hollow knot
Casting concrete material is filled in the coupling beam 9 of structure, and further anti-shear steel plate 7 is fixed；In the centre position of coupling beam 9
Horizontal joint 11 is provided with, so as to reduce the internal force of coupling beam 9, the phenomenon of bending failure is prevented, substantially increases security, and it is whole
Body is supported using stirrup, overall Stability Analysis of Structures, here it is the operation principle of the high building structure coupling beam.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of high building structure coupling beam, including shear wall (1), sprue gate (4) and anti-shear steel plate (7), it is characterised in that：Institute
State to be provided with shear wall (1) in longitudinally fixed steel plate (3), and longitudinally fixed steel plate (3) and be fixed with lateral tie (2), it is described
Anti-shear steel plate (7) is located at the inside of coupling beam (9), and the bottom of anti-shear steel plate (7) is connected with each other with lateral tie (2), the company
The upper and lower ends of beam (9) are separately installed with Bar Anchorage plate (5) and lower Bar Anchorage plate (8), and upper Bar Anchorage plate (5) is logical
Cross longitudinal stirrup (6) to be connected with each other with lower Bar Anchorage plate (8), the sprue gate (4) is located at the centre of upper Bar Anchorage plate (5)
Longitudinal stirrup installation hole (10) is provided with position, the anti-shear steel plate (7), the centre position of the coupling beam (9) is fixed with water
Flush joint (11).
2. a kind of high building structure coupling beam according to claim 1, it is characterised in that：Between described lateral tie (2) etc.
Away from being distributed between adjacent longitudinally fixed steel plate (3), and extend partially into the lateral tie (2) in coupling beam (9) and shearing resistance steel
The bottom of plate (7) is connected with each other.
3. a kind of high building structure coupling beam according to claim 1, it is characterised in that：The upper Bar Anchorage plate (5)
Lower section covered with two pieces of anti-shear steel plates being symmetrically installed (7).
4. a kind of high building structure coupling beam according to claim 1, it is characterised in that：The anti-shear steel plate (7) is even
The side of beam (9) is that four longitudinal stirrup installation holes (10) are symmetrically provided with 3 × 2 arrangement architectures, and single anti-shear steel plate (7).
5. a kind of high building structure coupling beam according to claim 1, it is characterised in that：The width of the horizontal joint (11)
Scope is 30mm~50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720148321.5U CN206512888U (en) | 2017-02-20 | 2017-02-20 | A kind of high building structure coupling beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720148321.5U CN206512888U (en) | 2017-02-20 | 2017-02-20 | A kind of high building structure coupling beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206512888U true CN206512888U (en) | 2017-09-22 |
Family
ID=59867807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720148321.5U Expired - Fee Related CN206512888U (en) | 2017-02-20 | 2017-02-20 | A kind of high building structure coupling beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206512888U (en) |
-
2017
- 2017-02-20 CN CN201720148321.5U patent/CN206512888U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20170922 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |