CN207228404U - The anti-buckling combined shear wall construction of steel pipe profiled sheet concrete - Google Patents
The anti-buckling combined shear wall construction of steel pipe profiled sheet concrete Download PDFInfo
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- CN207228404U CN207228404U CN201721106916.0U CN201721106916U CN207228404U CN 207228404 U CN207228404 U CN 207228404U CN 201721106916 U CN201721106916 U CN 201721106916U CN 207228404 U CN207228404 U CN 207228404U
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- steel pipe
- profiled sheet
- shear wall
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Abstract
The utility model discloses a kind of anti-buckling combined shear wall construction of steel pipe profiled sheet concrete, the shear wall includes rectangular steel pipe, it is adhesive coated, tie hoop, profiled sheet and concrete, two profiled sheets are connected between two rectangular steel pipes and the bar-shaped trough of closing are surrounded with the side wall of both sides rectangular steel pipe, the tie hoop is arranged within rectangular steel pipe, the inner surface of the adhesive coated inner surface and bar-shaped trough coated on rectangular steel pipe, the Concrete Filled is among rectangular steel pipe and bar-shaped trough, and rectangular steel pipe and profiled sheet pass through the adhesive coated bonding with concrete respectively.The utility model can prevent rectangular steel pipe and profiled sheet from outside local buckling occurs, ensureing the edge member of shear wall has good deformability, greatly reduce the wall body steel ratio of double steel plate combined concrete shear wall structure, the abundant saving steel on the premise of safety of structure is ensured.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of steel pipe-profiled sheet-concrete is anti-buckling
Combined shear wall construction.
Background technology
Double steel plate combined concrete shear wall is a kind of new and effective combined member developed in recent years, it is by two
The encased steel plate of side and middle concrete filled composition, and ensure that encased steel plate fills out coagulation with interior by certain connecting structure
Earth cooperation works.By the performance of compound action, double steel plate combined concrete shear wall can give full play to steel plate and concrete
Both material properties.In addition, encased steel plate can be used in the construction stage as the template of concreting, so as to greatly shorten
Duration, and service stage can crack preventing it is exposed.Due to above-mentioned advantage, double steel plate combined concrete shear wall exists
It is more and more widely used in high-rise building.However, since connecting structure etc. requires, double steel plate Combined concrete is cut
The wall body steel plate thickness of power wall needs to meet certain requirements, so that cause higher wall body steel ratio, and in common skyscraper
Shear wall and be not required wall body that there is so high steel ratio, therefore double steel plate combined concrete shear wall is applied to common
The waste of steel is often caused in skyscraper.In addition the connecting structure of traditional double steel plate combined concrete shear wall is more multiple
Miscellaneous, during construction cost, this also largely constrains application of the double steel plate combined concrete shear wall in common skyscraper.
Utility model content
The purpose of the utility model is to overcome the deficiency present in the prior art, there is provided a kind of steel pipe-profiled sheet-mixed
The solidifying anti-buckling combined shear wall construction of soil.
The technical solution of the utility model is：
A kind of anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete, the shear wall include rectangular steel pipe, glue
Agent coating, tie hoop, profiled sheet and concrete are tied, two profiled sheets are connected between two rectangular steel pipes and and both sides
The side wall of rectangular steel pipe surrounds the bar-shaped trough of closing, and the tie hoop is arranged within rectangular steel pipe, the adhesive coated painting
Be overlying on the inner surface of rectangular steel pipe and the inner surface of bar-shaped trough, the Concrete Filled in rectangular steel pipe and bar-shaped trough it
In, and rectangular steel pipe and profiled sheet pass through the adhesive coated bonding with concrete respectively.
Preferably, the rectangular steel pipe is clod wash, welding or jointless structure steel pipe.
Preferably, the binding agent is epoxy resin.
Preferably, the adhesive coated thickness is 5mm~10mm.
Preferably, the tie hoop central point is rectangular steel pipe cross-section centroid, and the diameter dimension of tie hoop is wide for column
2/3~3/4.
Preferably, the width-thickness ratio of the rectangular steel pipe is 40~100.
Preferably, the profiled sheet is profiled sheet of remaining silent, thickness 0.8-1.2mm.
The utility model is had the following advantages relative to the prior art and prominent effect：
The utility model proposes the outstanding feature of the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete be
A layer binder is coated between steel and concrete, tie hoop is placed in steel pipe and using profiled sheet as shearing
The encased steel plate of wall.Binding agent can not only effectively bond steel and concrete, prevent rectangular steel pipe and profiled sheet from occurring outwards
Local buckling, and can replace common double steel plate combined concrete shear wall connecting structure, so as to greatly simplify construction work
Skill, improves construction quality and efficiency.Concrete in tie hoop energy operative constraint rectangular steel pipe, improves the ductility of concrete,
Ensureing the edge member of shear wall has good deformability.Using encased steel plate of the profiled sheet as shear wall, significantly
The wall body steel ratio of double steel plate combined concrete shear wall structure is reduced, is fully saved on the premise of safety of structure is ensured
Steel, improve steel service efficiency.The utility model improves double steel plate combined concrete shear wall in common skyscraper
Applicability, have broad application prospects in common skyscraper.
Brief description of the drawings
Fig. 1 is the cross-sectional view of steel pipe-anti-buckling compound shear wall of profiled sheet-concrete；
Fig. 2 is the stereogram of steel pipe-anti-buckling compound shear wall of profiled sheet-concrete；
In figure：1- steel pipes；2- profiled sheets；3- binding agents；4- tie hoops；5- concrete.
Embodiment
Below in conjunction with attached drawing, the specific implementation method of the utility model is further described.
Referring to figs. 1 to Fig. 2, a kind of anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete by rectangular steel pipe 1,
Profiled sheet 2, adhesive coated 3, tie hoop 4 and concrete 5 form.The rectangular steel pipe 1 can use clod wash, welding or
Jointless structure steel pipe, width-thickness ratio are 40~100.Two profiled sheets 2 be connected between two rectangular steel pipes 1 and with both sides rectangle steel
The side wall of pipe 1 surrounds the bar-shaped trough of closing.Described adhesive coated 3 inner surfaces and bar-shaped trough coated on rectangular steel pipe 1
Inner surface (i.e. the outer surface of the inside groove face of profiled sheet and both sides rectangular steel pipe), thickness is 5mm~10mm, and binding agent can
Using epoxy resin or other highly effective binders, ensure that steel and concrete can effectively be bonded by binding agent, prevent steel pipe and
Outside local buckling occurs for profiled sheet.The tie hoop 4 is placed in rectangular steel pipe, and 4 central point of tie hoop is rectangle
The column section centre of form, the diameter dimension of tie hoop 4 is wide 2/3~3/4 of column.The profiled sheet 2 uses profiled sheet of remaining silent,
Such as BD65-185-555, thickness 0.8-1.2mm.Remain silent metope of the plane as shear wall of profiled sheet, end and rectangle
Steel pipe 1 welds integral.The concrete 5 is filled among rectangular steel pipe and bar-shaped trough, and rectangular steel pipe 1 and die mould steel
Plate 2 passes through adhesive coated 3 bonding with concrete 5 respectively.
Specifically, the shear wall both sides that profiled sheet 2 is formed can set two rectangular steel pipes 1 respectively, and solid by welding
It is set to an entirety, flexibly sets according to the actual requirements.
The construction method of the utility model is：
First, bonding is coated in the groove face of the inner surface of two rectangular steel pipes 1, one side wall outer surface and two pieces of profiled sheets 2
For dosage form into adhesive coated 3, when coated with adhesive, should ensure that adhesive coated thickness is uniform.Then, by polyolefin plastics film
Adhesive coated 3 surface is covered in, which does not produce anchoring effect with binding agent, and its object is to ensure the bonding of binding agent
Quality.Afterwards, rectangular steel pipe 1 and profiled sheet 2 are arranged that wherein the plane of profiled sheet is compound shear wall by precalculated position
Metope, the end of rectangular steel pipe 1 and profiled sheet 2 is welded together to form the bar-shaped trough of closing, is wall.By plastics
Film is peeled away from adhesive coated, and tie hoop 4 is arranged in rectangular steel pipe 1 by predetermined design.Finally, will configure
Good concrete 5 is poured inside the inside of rectangular steel pipe 1 and bar-shaped trough, when 5 intensity of concrete reaches requirement, that is, completes this reality
With new construction.
Above-described embodiment is only used for further illustrating that a kind of steel pipe-profiled sheet-concrete of the utility model is anti-buckling
Combined shear wall construction, but the utility model is not limited to embodiment, it is every according to the technical essence of the utility model to
Any simple modification, equivalent change and modification that upper embodiment is made, each falls within the protection domain of technical solutions of the utility model
It is interior.
Claims (7)
- A kind of 1. anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete, it is characterised in that：The shear wall includes square Shape steel pipe, adhesive coated, tie hoop, profiled sheet and concrete, two profiled sheets be connected to two rectangular steel pipes it Between and surround with the side wall of both sides rectangular steel pipe the bar-shaped trough of closing, the tie hoop is arranged within rectangular steel pipe, described viscous Tie the inner surface of inner surface and bar-shaped trough coated on rectangular steel pipe of agent coating, the Concrete Filled in rectangular steel pipe and Among bar-shaped trough, and rectangular steel pipe and profiled sheet pass through the adhesive coated bonding with concrete respectively.
- 2. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The rectangular steel pipe is clod wash, welding or jointless structure steel pipe.
- 3. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The binding agent is epoxy resin.
- 4. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The adhesive coated thickness is 5mm~10mm.
- 5. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The tie hoop central point is rectangular steel pipe cross-section centroid, and the diameter dimension of tie hoop is wide 2/3~3/4 of column.
- 6. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The width-thickness ratio of the rectangular steel pipe is 40~100.
- 7. the anti-buckling combined shear wall construction of steel pipe-profiled sheet-concrete according to claim 1, it is characterised in that： The profiled sheet is profiled sheet of remaining silent, thickness 0.8-1.2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106916.0U CN207228404U (en) | 2017-08-31 | 2017-08-31 | The anti-buckling combined shear wall construction of steel pipe profiled sheet concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106916.0U CN207228404U (en) | 2017-08-31 | 2017-08-31 | The anti-buckling combined shear wall construction of steel pipe profiled sheet concrete |
Publications (1)
| Publication Number | Publication Date |
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| CN207228404U true CN207228404U (en) | 2018-04-13 |
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| CN201721106916.0U Active CN207228404U (en) | 2017-08-31 | 2017-08-31 | The anti-buckling combined shear wall construction of steel pipe profiled sheet concrete |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338886A (en) * | 2017-08-31 | 2017-11-10 | 华侨大学 | A kind of anti-buckling combined shear wall construction of steel pipe profiled sheet concrete |
-
2017
- 2017-08-31 CN CN201721106916.0U patent/CN207228404U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338886A (en) * | 2017-08-31 | 2017-11-10 | 华侨大学 | A kind of anti-buckling combined shear wall construction of steel pipe profiled sheet concrete |
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