CN208168047U - A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used - Google Patents
A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used Download PDFInfo
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- CN208168047U CN208168047U CN201820642454.2U CN201820642454U CN208168047U CN 208168047 U CN208168047 U CN 208168047U CN 201820642454 U CN201820642454 U CN 201820642454U CN 208168047 U CN208168047 U CN 208168047U
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Abstract
The utility model relates to a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Useds to indulge muscle anchor, and the anchor inside shear wall includes heterotype steel plate, more dowels being welded in heterotype steel plate；Heterotype steel plate is equipped with multiple gap slots being sequentially distributed, it includes that straight anchor indulges muscle and buckles vertical muscle that coupling beam, which indulges muscle, one end that straight anchor indulges muscle is anchored in coupling beam, and the other end that straight anchor indulges muscle is protruded into shear wall and is anchored in shear wall, and straight anchor indulges the side that muscle is located at steel pipe；The end for buckling vertical muscle is equipped with anchoring piece, buckles vertical muscle and is buckled on the gap slot of heterotype steel plate by anchoring piece, buckles vertical muscle and protrudes into coupling beam；Dowel and coupling beam indulge the two sides of muscle separation heterotype steel plate, and dowel is located at the side of steel pipe.The utility model solves the problems, such as that high strength concrete filled steel tube shear wall causes coupling beam vertical muscle in part that can not protrude into shear wall anchoring since edge is provided with steel pipe, belongs to building engineering field.
Description
Technical field
The utility model relates to building engineering fields more particularly to a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used to indulge muscle anchor
It is fixedly mounted with and sets.
Background technique
Shear wall is component pattern very widely used in architectural engineering, for undertaking vertical load (such as building
Self weight, working load etc.) and horizontal force (such as wind, horizontal earthquake).And the appearance of high strength concrete filled steel tube shear wall, be for
When solving high-strength concrete being applied to shear wall, the problem of high strength concrete shear wall ductility and energy dissipation capacity difference.
High strength concrete filled steel tube shear wall is a number of steel pipe to be equidistantly embedded in high strength concrete shear wall and shape
At a kind of steel concrete compound shear wall.And the steel pipe that shear wall edge is arranged in hinders the vertical muscle of part coupling beam and protrudes into shearing
Joist anchor is solid.It may be implemented buckle there is no any technology at present and indulge muscle and be anchored in shear wall.
Utility model content
For the technical problems in the prior art, the purpose of this utility model is：A kind of steel pipe high strength coagulation is provided
Native Shear-wall Connecting Beam Used indulges muscle anchor, and solving high strength concrete filled steel tube shear wall since edge is provided with steel pipe leads to portion
Point coupling beam indulges the problem of muscle can not protrude into shear wall anchoring.
In order to achieve the above object, the utility model adopts the following technical solution：
A kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor, and steel pipe is located at the inside of shear wall, coupling beam and
Shear wall is connected；Anchor inside shear wall includes heterotype steel plate, more dowels being welded in heterotype steel plate；
Heterotype steel plate is equipped with multiple gap slots being sequentially distributed, and it includes that straight anchor indulges muscle and buckles vertical muscle that coupling beam, which indulges muscle, and straight anchor indulges muscle
One end is anchored in coupling beam, and the other end that straight anchor indulges muscle is protruded into shear wall and is anchored in shear wall, and straight anchor indulges muscle and is located at steel
The side of pipe；The end for buckling vertical muscle is equipped with anchoring piece, buckles vertical muscle and is buckled on the gap slot of heterotype steel plate by anchoring piece,
Vertical muscle is buckled to protrude into coupling beam；Dowel and coupling beam indulge the two sides of muscle separation heterotype steel plate, and dowel is located at the side of steel pipe.
It is further：The quantity of dowel has four, and four dowels are distributed in four corners of heterotype steel plate, wherein two
Dowel is located at the side of steel pipe, and in addition two dowels are located at the other side of steel pipe.
It is further：Dowel T-type is welded in heterotype steel plate.
It is further：Gap slot in heterotype steel plate is U-type groove.
It is further：Anchoring piece is anchor slab, buckles vertical muscle and is welded on anchor slab.
It is further：Anchoring piece is two reinforcing bars, and two reinforcing bar patches are welded in the two sides for buckling vertical muscle end.
It is further：Anchor further includes reinforcing rib, and reinforcing rib patch is welded on the non-U-type groove region of heterotype steel plate.
It is further：The quantity of U-type groove is greater than or equal to the quantity for buckling vertical muscle, and the width of U-type groove is greater than or equal to
The diameter of vertical muscle is buckled, the depth of U-type groove is greater than or equal to the diameter for buckling vertical muscle.
It is further：Anchor has multiple groups, short transverse layer distributed of the multiple groups anchor along coupling beam, coupling beam
The vertical muscle of interior each layer of buckle is buckled in the heterotype steel plate of the anchor in same layer.
Generally speaking, the utility model has the following advantages that：
The utility model, which solves high strength concrete filled steel tube shear wall, leads to part coupling beam since edge is provided with steel pipe
The problem of vertical muscle (buckling vertical muscle) can not protrude into shear wall anchoring.It is effective the vertical muscle of high strength concrete filled steel tube Shear-wall Connecting Beam Used has been filled up
It is anchored in the technological gap of shear wall, has many advantages, such as to be easy to construct, power transmission is reliable.
Detailed description of the invention
Fig. 1 is the rearview of the not set anchor for buckling vertical muscle.
Fig. 2 is the front view of the not set anchor for buckling vertical muscle.
Fig. 3 is the side view of the not set anchor for buckling vertical muscle.
Fig. 4 is the top view of the not set anchor for buckling vertical muscle.
Fig. 5 is provided with the anchor rearview for buckling vertical muscle.
Fig. 6 is provided with the anchor side view for buckling vertical muscle.
Fig. 7 is provided with the anchor top view for buckling vertical muscle.
Fig. 8 is the vertical profile figure for buckling vertical muscle and being anchored in shear wall using anchor.
Fig. 9 is the horizontal sectional drawing for buckling vertical muscle and being anchored in shear wall using anchor.
Figure 10 is the structural schematic diagram for the vertical muscle of buckle that anchoring piece is anchor slab.
Figure 11 is the structural schematic diagram for the vertical muscle of buckle that anchoring piece is bar dowel.
Specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in more detail.
It is now attached to what is occurred in Figure of description for the ease of uniformly checking each appended drawing reference inside Figure of description
Icon note is unitedly described as follows：
1 is heterotype steel plate, and 2 be reinforcing rib, and 3 be dowel, and 4 is buckle vertical muscle, and 5 be gap slot, and 6 indulge muscle for straight anchor, and 7 be steel
Pipe, 8 be shear wall, and 9 be coupling beam.
For sake of convenience, now hereafter described orientation is described as follows：Hereafter described front-rear direction up and down and Fig. 8
The orientation of projection relation itself is consistent.
In conjunction with shown in Fig. 8, Fig. 9, in existing high strength concrete filled steel tube shear wall, steel pipe is to be positioned vertically within shear wall
Inside, coupling beam is connected with shear wall, and coupling beam is parallel to ground, and coupling beam is for connecting two shear walls, i.e. coupling beam
One end is connect with shear wall, and the other end of coupling beam is connect with another shear wall.A kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used
Vertical muscle anchor, the anchor inside shear wall includes heterotype steel plate, more dowels being welded in heterotype steel plate.
The inside of shear wall is arranged in anchor, and anchor, close to coupling beam, anchor is located at the edge inside shear wall,
That is the anchor intersection that is located at coupling beam and shear wall.As shown in Figure 1, Figure 2, heterotype steel plate is equipped with multiple be sequentially distributed
Gap slot, gap slot is sequentially distributed from front to back on the top of heterotype steel plate, and the gap slot in heterotype steel plate is U-type groove.Knot
It closes shown in Fig. 8, Fig. 9, it includes that straight anchor indulges muscle and buckles vertical muscle that coupling beam, which indulges muscle, i.e. coupling beam is indulged there are two types of muscle, and one is straight anchors to indulge muscle,
Another kind is to buckle vertical muscle.Straight anchor indulges muscle and is located at the edge of coupling beam front and the edge at rear portion.Straight anchor indulges one end anchoring of muscle
In coupling beam, the other end that straight anchor indulges muscle is protruded into shear wall and is anchored in shear wall, and straight anchor indulges the side that muscle is located at steel pipe,
Straight anchor is indulged muscle and is protruded into shear wall from the two sides of steel pipe；Inside coupling beam and the straight anchor in forward edge indulges muscle from steel pipe
Shear wall is protruded into front side, this straight anchor indulges the front side that muscle is located at steel pipe；Inside coupling beam and the straight anchor in rear edge indulges muscle
Shear wall is protruded on rear side of steel pipe, this straight anchor indulges the rear side that muscle is located at steel pipe.Vertical muscle is buckled to be located at the inside of coupling beam and be located at
The vertical muscle in the centre on coupling beam top and the centre of lower part, i.e. buckle is located at the non-edge on coupling beam top and the non-edge of coupling beam lower part
Place buckles vertical muscle and is located between the vertical muscle of straight anchor of front and rear edges, i.e., see in left view or right view direction, buckles vertical muscle and be located at steel
In the range of pipe, i.e., steel pipe has stopped the vertical muscle of buckle and has protruded into shear wall.Straight anchor indulges muscle and is located at the edge inside coupling beam, buckles
Vertical muscle is located at the inside of coupling beam.Blocking since the steel pipe of shear wall end is arranged in (is in the steel pipe of shear wall edge
Blocking), buckling vertical muscle can not protrude into shear wall.In conjunction with shown in Fig. 5, Fig. 6, Fig. 7, the end for buckling vertical muscle is equipped with anchoring
Part buckles vertical muscle and is buckled on the gap slot of heterotype steel plate by anchoring piece, and the one end for buckling vertical muscle is located in coupling beam；Buckle
Vertical muscle has one end of anchoring piece to be buckled on gap slot, then buckles the inside that vertical muscle protrudes into coupling beam.Dowel and coupling beam indulge muscle point
The two sides of heterotype steel plate are occupied, dowel is located at the side of steel pipe.All there is straight anchor to indulge muscle and buckle vertical muscle, straight anchor is vertical in coupling beam
Muscle and the vertical muscle of buckle belong to a part of coupling beam itself.
In conjunction with shown in Fig. 3, Fig. 4, the quantity of dowel has four, and four dowels are distributed in four corners of heterotype steel plate,
In two dowels be located at the side (front side) of steel pipe, in addition two dowels are located at the other side (rear side) of steel pipe.Four dowels are
It is symmetrical to be arranged in heterotype steel plate.
Dowel T-type is welded in heterotype steel plate.
In conjunction with shown in Figure 10, Figure 11, there are many forms for anchoring piece, and one is anchoring piece is anchor slab, buckles vertical muscle and is welded on
On anchor slab.Another kind is that anchoring piece is two reinforcing bars, and two reinforcing bar patches are welded in the two sides for buckling vertical muscle end, this reinforcing bar is short
Reinforcing bar.
Anchor further includes reinforcing rib, and reinforcing rib patch is welded on the non-U-type groove region of heterotype steel plate.Reinforcing rib and abnormal shape
The long side of steel plate is isometric, is parallel to long side patch and is welded on the non-U-type groove region of heterotype steel plate, for increasing the bending resistance of heterotype steel plate
Rigidity, thickness needed for reducing heterotype steel plate, saving steel.
The quantity of U-type groove is greater than or equal to the quantity for buckling vertical muscle, and the width of U-type groove, which is greater than or equal to, buckles the straight of vertical muscle
Diameter, the depth of U-type groove are greater than or equal to the diameter for buckling vertical muscle.The thickness and size of heterotype steel plate are determined by calculating, and are needed
Meeting, which enables four T-types to be welded in steel pipe two sides of the dowel of heterotype steel plate in shear wall, passes through and protrudes into anchor in shear wall
Gu.
Anchor has a multiple groups, multiple groups anchor along coupling beam short transverse layer distributed, each layer in coupling beam
Vertical muscle is buckled to be buckled in the heterotype steel plate of the anchor in same layer.Coupling beam is parallel to ground, adjacent for connecting
Two shear walls there is the straight anchor of multilayer to indulge muscle from top to bottom, at the non-edge of coupling beam, from top to bottom in the edge of coupling beam
There is multilayer to buckle vertical muscle, and layered arrangement, the vertical muscle of one layer of buckle are then directly buckled in same layer to multiple groups anchor from top to bottom
Anchor on.One group of anchor is able to achieve one layer and buckles vertical anchoring of the muscle in high strength concrete filled steel tube shear wall.
When construction, the vertical muscle of each straight anchor of layer, which directly passes through and protrudes into shear wall from the two sides of steel pipe, to be anchored；And due to setting
The blocking in the steel pipe of shear wall end is set, anchoring in shear wall can not be protruded by buckling vertical muscle, then anchoring piece, card is arranged in end
It is buckled in heterotype steel plate, passes through and stretch from steel pipe two sides by the dowel that four T-types in heterotype steel plate are welded in heterotype steel plate
Enter and realizes anchoring in shear wall.It indulges muscle in addition to coupling beam to construct by appeal method, the construction of the reinforcing bar of remaining shear wall and coupling beam is pressed
Conventional construction step is completed.After shear wall and the construction of the steel reinforcement cage of coupling beam, high-strength concrete is poured, shear wall and coupling beam are completed
Production.This anchor may be implemented to buckle anchoring of the vertical muscle in high strength concrete filled steel tube shear wall.When buckle vertical muscle by
When drawing, buckles vertical muscle and pull heterotype steel plate, so that dowel is pulled, and dowel is anchored in shear wall, to transfer force to
In shear wall.
Above-described embodiment is the preferable embodiment of the utility model, but the embodiments of the present invention is not by above-mentioned
The limitation of embodiment, it is made under other any spiritual essence and principles without departing from the utility model to change, modify, replacing
In generation, simplifies combination, should be equivalent substitute mode, is included within the protection scope of the utility model.
Claims (9)
1. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor, steel pipe is located at the inside of shear wall, coupling beam with cut
Power wall is connected；It is characterized in that：Anchor inside shear wall includes heterotype steel plate, is welded in heterotype steel plate
More dowels；Heterotype steel plate is equipped with multiple gap slots being sequentially distributed, and it includes that straight anchor indulges muscle and buckles vertical muscle that coupling beam, which indulges muscle, directly
One end that anchor indulges muscle is anchored in coupling beam, and the other end that straight anchor indulges muscle is protruded into shear wall and is anchored in shear wall, and straight anchor is vertical
Muscle is located at the side of steel pipe；The end for buckling vertical muscle is equipped with anchoring piece, buckles vertical muscle by anchoring piece and is buckled in heterotype steel plate
On gap slot, buckles vertical muscle and protrude into coupling beam；Dowel and coupling beam indulge the two sides of muscle separation heterotype steel plate, and dowel is located at the side of steel pipe
Side.
2. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
The quantity of dowel has four, and four dowels are distributed in four corners of heterotype steel plate, wherein two dowels are located at the side of steel pipe,
Other two dowels are located at the other side of steel pipe.
3. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
Dowel T-type is welded in heterotype steel plate.
4. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
Gap slot in heterotype steel plate is U-type groove.
5. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
Anchoring piece is anchor slab, buckles vertical muscle and is welded on anchor slab.
6. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
Anchoring piece is two reinforcing bars, and two reinforcing bar patches are welded in the two sides for buckling vertical muscle end.
7. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor according to claim 4, it is characterised in that：
Anchor further includes reinforcing rib, and reinforcing rib patch is welded on the non-U-type groove region of heterotype steel plate.
8. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used indulges muscle anchor according to claim 7, it is characterised in that：
The quantity of U-type groove is greater than or equal to the quantity for buckling vertical muscle, and the width of U-type groove is greater than or equal to the diameter for buckling vertical muscle, U-type groove
Depth be greater than or equal to the diameter for buckling vertical muscle.
9. a kind of high strength concrete filled steel tube Shear-wall Connecting Beam Used described in accordance with the claim 1 indulges muscle anchor, it is characterised in that：
Anchor has a multiple groups, and multiple groups anchor is along the short transverse layer distributed of coupling beam, and each layer of buckle indulges muscle in coupling beam
It is buckled in the heterotype steel plate of the anchor in same layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820642454.2U CN208168047U (en) | 2018-04-26 | 2018-04-26 | A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820642454.2U CN208168047U (en) | 2018-04-26 | 2018-04-26 | A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used |
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| CN208168047U true CN208168047U (en) | 2018-11-30 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343175A (en) * | 2018-04-26 | 2018-07-31 | 华南理工大学建筑设计研究院 | A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used |
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2018
- 2018-04-26 CN CN201820642454.2U patent/CN208168047U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343175A (en) * | 2018-04-26 | 2018-07-31 | 华南理工大学建筑设计研究院 | A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used |
| CN108343175B (en) * | 2018-04-26 | 2023-07-14 | 华南理工大学建筑设计研究院有限公司 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring device |
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Address after: 510640 Design Institute Building, South China University of Technology, Tianhe District, Guangzhou City, Guangdong Province Patentee after: South China University of Technology Architectural Design Research Institute Co., Ltd. Address before: 510640 Tianhe District, Guangdong, No. five road, No. 381, Patentee before: Architectural Design Research Institute of SCUT |