CN206034695U - Variable thickness box steel sheet shear force wall - Google Patents
Variable thickness box steel sheet shear force wall Download PDFInfo
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- CN206034695U CN206034695U CN201621061573.6U CN201621061573U CN206034695U CN 206034695 U CN206034695 U CN 206034695U CN 201621061573 U CN201621061573 U CN 201621061573U CN 206034695 U CN206034695 U CN 206034695U
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- wall
- headwall
- interior wall
- welded
- steel plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 134
- 239000010959 steel Substances 0.000 title claims abstract description 134
- 238000003466 welding Methods 0.000 claims abstract description 19
- 238000005098 hot rolling Methods 0.000 claims description 4
- 229910000746 Structural steel Inorganic materials 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 230000008719 thickening Effects 0.000 abstract 2
- 238000010008 shearing Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model provides a variable thickness box steel sheet shear force wall, including interior wall and headwall, the thickness of headwall is greater than the thickness of interior wall, interior wall, headwall comprise shaped steel or steel sheet welding respectively, shaped steel and steel sheet are provided with shear bolt nail along the direction of height, the pouring has the concrete in the cavity that shaped steel and steel sheet concatenation are enclosed, concrete and shaped steel and steel sheet pass through shear bolt nail fuses. The utility model discloses the headwall adopts and adds the thick structure, and the headwall in thickening district and the interior wall in non - thickening district are made respectively and is assembled, can realize that the standardized production and the modulization of each parts is assembled, the combined action of steel and concrete is reliable, the resistance to compression and the bearing capacity height that shears, make things convenient for laying of wall water pipe and magnetron.
Description
Technical field
The utility model belongs to structural engineering technical field, the box-shaped steel plate shearing of more particularly to a kind of variable thickness
Wall.
Background technology
, under axle power, shearing and moment of flexure collective effect, body of wall two ends are bigger than the stress in the middle part of body of wall for shear wall.In addition,
In Practical Project, in the middle of body of wall, Jing is often subjected to the effect of Vertical Concentrated Force, and body of wall stress is also larger herein.Conventional combination box-shaped
Every body of wall of steel plate shear force wall is equal thickness, and cross sectional shape does not meet body of wall loading characteristic, can cause walls material
Waste.Another method of conventional treatment this problem is to arrange steel tube concrete frame puncheon, but frame column at body of wall two ends
Size often than combine box-shaped steel plate shear force wall thickness of wall body it is much larger, be not intended to reveal post residential structure in, this side
Method has larger limitation.
The content of the invention
In order to overcome the shortcomings of existing body of wall equal thickness, the utility model is sheared there is provided a kind of Varying-thickness box-shaped steel plate
Wall.
The utility model solves the technical scheme adopted by its technical problem：
A kind of Varying-thickness box-shaped steel plate shear force wall, includes interior wall and headwall, and the thickness of the headwall is more than the thickness of interior wall
Degree, the interior wall, headwall are welded to form by shaped steel or steel plate respectively, and the shaped steel and steel plate are provided with shearing resistance bolt along short transverse
Nail, is cast with concrete in the cavity that the shaped steel and steel plate splicing are surrounded, the concrete and shaped steel and steel plate are by described
Shear stud is connected.
2 headwalls and 1 interior wall is included, overall is in " one " font, and the headwall is the list that four blocks of steel plates are welded
Chamber rectangular steel pipe；The interior wall is welded by four blocks of steel plates, and the headwall is located at the both sides of interior wall, is linked to be one by weld seam whole
Body, the interior wall are centrally arranged along headwall thickness direction.
2 headwalls and 1 interior wall is included, overall is in " one " font, and the headwall is the first high-frequency welding rectangular steel pipe；
The interior wall is welded by four blocks of steel plates and the second high-frequency welding rectangular steel pipe being arranged in the middle of steel plate, second high frequency
The thickness that welding rectangular steel pipe thickness is surrounded more than adjacent steel plate, the headwall and interior wall connect integral by weld seam, described
Interior wall is centrally arranged along headwall thickness direction.
Include 2 headwalls and 1 interior wall, overall is in " one " font, the headwall be by two hot rolling C-type steels welding and
Into single-chamber rectangular steel pipe；The interior wall is welded by two high frequency welding of H-structural steel, and the headwall and interior wall are connected by weld seam
Integral, the interior wall is along headwall thickness direction flush arrangement.
3 headwalls and 2 interior walls are included, overall L-shaped, the headwall is to be welded by two clod wash C-type steels
Single-chamber rectangular steel pipe；For hot rolled H-shaped, the headwall and interior wall connect integral by weld seam to the interior wall.
4 headwalls and 3 interior walls are included, overall in " T " font, the interior wall is welded by two cold-formed C sections.
5 headwalls and 4 interior walls are included, overall is in " ten " font, and the interior wall is by four cold-formed C sections and one block of steel
Plate weld is formed.
Include 4 headwalls and 3 interior walls, overall is in " Z " font, the interior wall be welded by three blocks of steel plates respectively and
Two welded H section steels are welded.
4 headwalls and 3 interior walls are included, overall is in " C " font, and the interior wall is respectively by three pieces of steel plate welding and two
Truss welding is formed, and the truss is formed by angle steel chord member and reinforcement welding.
Include 5 headwalls and 4 interior walls；Overall is in " W " shape, and the headwall is the rectangular steel pipe being welded by steel plate
Or open rectangle steel pipe or double empty rectangular steel pipes, the interior wall is welded by three blocks of steel plates.
The beneficial effects of the utility model are mainly manifested in：1st, headwall adopts structure thicker, the headwall and Fei Jia of thickened area
The interior wall in thick area makes again assembled respectively, and standardized production and the modularization for being capable of achieving each part is assembled；2nd, steel and concrete
Compound action reliability, resistance to compression and shear resistant capacity are high；3rd, facilitate the laying of metope water pipe and fulgurite.
Description of the drawings
Floor map of the Fig. 1 for the utility model embodiment one；
Fig. 2 is the generalized section of Fig. 1；
Axonometric drawings of the Fig. 3 for Fig. 1；
Floor map of the Fig. 4 for the utility model embodiment two；
Axonometric drawings of the Fig. 5 for Fig. 4；
Floor map of the Fig. 6 for the utility model embodiment three；
Axonometric drawings of the Fig. 7 for Fig. 6；
Floor map of the Fig. 8 for the utility model example IV；
Axonometric drawings of the Fig. 9 for Fig. 8；
Floor map of the Figure 10 for the utility model embodiment five；
Axonometric drawings of the Figure 11 for Figure 10；
Floor map of the Figure 12 for the utility model embodiment six；
Axonometric drawings of the Figure 13 for Figure 12；
Floor map of the Figure 14 for the utility model embodiment seven；
Axonometric drawings of the Figure 15 for Figure 14；
Floor map of the Figure 16 for the utility model embodiment eight；
Axonometric drawings of the Figure 17 for Figure 16；
Generalized sections of the Figure 18 for Figure 16；
Floor map of the Figure 19 for the utility model embodiment nine；
Axonometric drawings of the Figure 20 for Figure 19.
Specific embodiment
A kind of Varying-thickness box-shaped steel plate shear force wall, includes interior wall and headwall, and the thickness of the headwall is more than the thickness of interior wall
Degree, the interior wall, headwall are welded to form by shaped steel or steel plate respectively, and the shaped steel and steel plate are provided with shearing resistance bolt along short transverse
Nail, is cast with concrete in the cavity that the shaped steel and steel plate splicing are surrounded, the concrete and shaped steel and steel plate are by described
Shear stud is connected.
Below in conjunction with the accompanying drawings the utility model is further described.
Embodiment one：
Referring to the drawings 1-3, a kind of Varying-thickness box-shaped steel plate shear force wall includes 2 headwalls 1 and 1 interior wall 2, is in integrally
" one " font, the headwall are the single-chamber rectangular steel pipe that four pieces of steel plate 1-1 are welded；The interior wall is welded by four pieces of steel plate 2-1
Connect and form, the headwall is located at the both sides of interior wall, connects integral by weld seam, and the interior wall is along headwall thickness direction cloth placed in the middle
Put, in the cavity of the headwall and interior wall, be provided with cast concrete 4 in shear stud 3, cavity.Described concrete is high-strength mixed
Solidifying soil.
Embodiment two：
Referring to the drawings 4-5, a kind of Varying-thickness box-shaped steel plate shear force wall includes 2 headwalls 1 and 1 interior wall 2, is in integrally
" one " font, the headwall are the first high-frequency welding rectangular steel pipe 1-2；The interior wall is by four pieces of steel plate 2-1 and is arranged in steel plate
The second middle high-frequency welding rectangular steel pipe 2-2 is welded, and the second high-frequency welding rectangular steel pipe thickness is more than adjacent steel
The thickness that plate is surrounded, the headwall and interior wall connect integral by weld seam, and the interior wall is centrally arranged along headwall thickness direction,
Cast concrete 4 in shear stud 3, the cavity is provided with the cavity of the headwall and interior wall.Described concrete is common
Concrete.
Embodiment three：
Referring to the drawings 6-7, a kind of Varying-thickness box-shaped steel plate shear force wall includes 2 headwalls 1 and 1 interior wall 2, is in integrally
" one " font, the headwall are the single-chamber rectangular steel pipe being welded by two hot rolling C-type steels 1-3；The interior wall is high by two
Frequency welded H section steel 2-3 is welded, and the headwall and interior wall connect integral by weld seam, and the interior wall is along headwall thickness side
To one side flush arrangement, other are with embodiment one.
Example IV：
Referring to the drawings 8-9, a kind of Varying-thickness box-shaped steel plate shear force wall includes 3 headwalls 1 and 2 interior walls 2, is in integrally
" L " shape, the headwall are the single-chamber rectangular steel pipe being welded by two clod wash C-type steels 1-4；The interior wall is hot rolled H-shaped
2-4, the headwall and interior wall connect integral by weld seam, and other are with embodiment one.
Embodiment five：
Referring to the drawings 10-11, a kind of Varying-thickness box-shaped steel plate shear force wall includes four headwalls 1 and three interior walls 2；Institute
Shear wall is stated for " T " font.The interior wall 2 is welded by two cold-formed C section 2-5.Other are with embodiment one.
Embodiment six：
Referring to the drawings 12-13, a kind of Varying-thickness box-shaped steel plate shear force wall includes 5 headwalls 1 and 4 interior walls 2, overall
In " ten " font, the interior wall is welded by four cold-formed C section 2-6 and one piece of steel plate 2-1, and other are with embodiment one.
Embodiment seven：
Referring to the drawings 13-14, a kind of Varying-thickness box-shaped steel plate shear force wall includes 4 headwalls 1 and 3 interior walls 2, overall
In " Z " font, the interior wall is welded by three pieces of steel plate 2-1 respectively and be welded with two welded H section steels 2-7, and other are same
Embodiment one.
Embodiment eight：
Referring to the drawings 16-18, a kind of Varying-thickness box-shaped steel plate shear force wall includes 4 headwalls 1 and 3 interior walls 2, overall
In " C " font, the interior wall is welded by three pieces of steel plate 2-1 welding and two truss 2-8 respectively, and the truss is by angle steel string
Bar 5 and reinforcing bar 6 are welded, and other are with embodiment one.
Embodiment nine：
Referring to the drawings 19-20, a kind of Varying-thickness box-shaped steel plate shear force wall includes 5 headwalls 1 and 4 interior walls 2；It is overall
In " W " shape, the headwall is the rectangular steel pipe or open rectangle steel pipe or double empty rectangular steel pipes being welded by steel plate, described interior
Wall is welded by three pieces of steel plate 1-1, and other are with embodiment one.
The present embodiment is implemented under premised on technical solutions of the utility model, but protection domain of the present utility model
It is not limited to the above embodiments.
Claims (10)
1. a kind of Varying-thickness box-shaped steel plate shear force wall, it is characterised in that：Interior wall and headwall is included, the thickness of the headwall is more than
The thickness of interior wall, the interior wall, headwall are welded to form by shaped steel or steel plate respectively, and the shaped steel and steel plate are arranged along short transverse
There is shear stud, in the cavity that the shaped steel and steel plate splicing are surrounded, be cast with concrete, the concrete and shaped steel and steel plate
It is connected by the shear stud.
2. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 2 headwalls and 1
Wall, overall is in " one " font, and the headwall is the single-chamber rectangular steel pipe that four blocks of steel plates are welded；The interior wall is by four blocks of steel plates
It is welded, the headwall is located at the both sides of interior wall, connects integral by weld seam, and the interior wall is placed in the middle along headwall thickness direction
Arrangement.
3. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 2 headwalls and 1
Wall, overall is in " one " font, and the headwall is the first high-frequency welding rectangular steel pipe；The interior wall is by four blocks of steel plates and is arranged in steel
The second high-frequency welding rectangular steel pipe in the middle of plate is welded, and the second high-frequency welding rectangular steel pipe thickness is more than adjacent steel plate
The thickness for surrounding, the headwall and interior wall connect integral by weld seam, and the interior wall is centrally arranged along headwall thickness direction.
4. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 2 headwalls and 1
Wall, overall is in " one " font, and the headwall is the single-chamber rectangular steel pipe being welded by two hot rolling C-type steels；The interior wall by
Two high frequency welding of H-structural steel are welded, and the headwall and interior wall connect integral by weld seam, and the interior wall is along headwall thickness
Direction one side flush arrangement.
5. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 3 headwalls and 2
Wall, overall L-shaped, the headwall is the single-chamber rectangular steel pipe being welded by two clod wash C-type steels；The interior wall is hot rolling
H profile steel, the headwall and interior wall connect integral by weld seam.
6. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 4 headwalls and 3
Wall, overall in " T " font, the interior wall is welded by two cold-formed C sections.
7. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 5 headwalls and 4
Wall, overall in " ten " font, the interior wall is welded by four cold-formed C sections and one block of steel plate.
8. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 4 headwalls and 3
Wall, overall in " Z " font, the interior wall is welded by three blocks of steel plates respectively and be welded with two welded H section steels.
9. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 4 headwalls and 3
Wall, overall is in " C " font, and the interior wall is welded by three blocks of steel plates respectively and two truss weldings are formed, and the truss is by angle steel
Chord member and reinforcement welding are formed.
10. Varying-thickness box-shaped steel plate shear force wall as claimed in claim 1, it is characterised in that：Include in 5 headwalls and 4
Wall；Overall is in " W " shape, and the headwall is the rectangular steel pipe or open rectangle steel pipe or double empty rectangle steels being welded by steel plate
Pipe, the interior wall are welded by three blocks of steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621061573.6U CN206034695U (en) | 2016-09-19 | 2016-09-19 | Variable thickness box steel sheet shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621061573.6U CN206034695U (en) | 2016-09-19 | 2016-09-19 | Variable thickness box steel sheet shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034695U true CN206034695U (en) | 2017-03-22 |
Family
ID=58295779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621061573.6U Active CN206034695U (en) | 2016-09-19 | 2016-09-19 | Variable thickness box steel sheet shear force wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034695U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736492A (en) * | 2019-01-09 | 2019-05-10 | 南京工业大学 | Aluminum alloy-lightweight concrete thin-wall beam column shear wall |
| CN113494147A (en) * | 2021-06-03 | 2021-10-12 | 哈尔滨工业大学（深圳） | Corrugated steel shell combined shear wall and manufacturing method thereof |
| CN114856038A (en) * | 2022-05-20 | 2022-08-05 | 中建科技有限公司华东分公司 | Novel L-shaped prefabricated steel reinforced concrete combined shear wall structure |
-
2016
- 2016-09-19 CN CN201621061573.6U patent/CN206034695U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736492A (en) * | 2019-01-09 | 2019-05-10 | 南京工业大学 | Aluminum alloy-lightweight concrete thin-wall beam column shear wall |
| CN109736492B (en) * | 2019-01-09 | 2020-11-13 | 南京工业大学 | Aluminum alloy-lightweight concrete thin-wall beam column shear wall |
| CN113494147A (en) * | 2021-06-03 | 2021-10-12 | 哈尔滨工业大学（深圳） | Corrugated steel shell combined shear wall and manufacturing method thereof |
| CN114856038A (en) * | 2022-05-20 | 2022-08-05 | 中建科技有限公司华东分公司 | Novel L-shaped prefabricated steel reinforced concrete combined shear wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181026 Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. Address before: 310003, 9 floor, 1 tower, block B, Zhong Hao five Heaven and earth, No. 207, Fengqi East Road, Hangzhou, Zhejiang. Patentee before: Ye Zaili |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Wuhan Fuxing Jinggong Oula Lvjian Technology Co.,Ltd. Assignor: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Contract record no.: X2021330000022 Denomination of utility model: Variable thickness box steel plate shear wall Granted publication date: 20170322 License type: Common License Record date: 20210303 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230818 Address after: Room 2011, No. 218 Daomao Lane, Xiacheng District, Hangzhou City, Zhejiang Province, 310003 Patentee after: Ding Bin Patentee after: Wei Junhui Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240307 Address after: Room 1101-1, Unit 2, Guojin Center, No. 259 Pinglan Road, Ningwei Street, Xiaoshan District, Hangzhou City, Zhejiang Province, 311200 (self division) Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. Country or region after: China Address before: Room 2011, No. 218 Daomao Lane, Xiacheng District, Hangzhou City, Zhejiang Province, 310003 Patentee before: Ding Bin Country or region before: China Patentee before: Wei Junhui |
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| TR01 | Transfer of patent right |