CN203129361U - Novel both-side connected thin steel plate shear wall - Google Patents
Novel both-side connected thin steel plate shear wall Download PDFInfo
- Publication number
- CN203129361U CN203129361U CN 201320103444 CN201320103444U CN203129361U CN 203129361 U CN203129361 U CN 203129361U CN 201320103444 CN201320103444 CN 201320103444 CN 201320103444 U CN201320103444 U CN 201320103444U CN 203129361 U CN203129361 U CN 203129361U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- shear wall
- thin steel
- plate shear
- novel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a novel both-side connected thin steel plate shear wall. The novel both-side connected thin steel plate shear wall is simple in structure and convenient to manufacture and comprises a thin steel plate shear wall body, wherein an upper frame beam is arranged above the thin steel plate shear wall body, and a lower frame beam is arranged under the thin steel plate shear wall body. Two sides of the thin steel plate shear wall body are respectively provided with edge stiffening ribs and middle stiffening ribs, a plurality of short steel bars with hooks are welded on the edge stiffening ribs, a plurality of long parallel longitudinal steel bars and long parallel horizontal steel bars are fixed on the steel bars with hooks and form two steel bar meshy pieces on the two sides of the thin steel plate shear wall body, and concrete is poured on the steel bar meshy pieces to form encased concrete slabs. The stiffening ribs are used for forming steel bar framework so as to achieve encased concrete, and manufacture is convenient. In addition, the performance purity of an encased concrete steel plate shear wall member is guaranteed.
Description
Technical field
The utility model relates to a kind of steel plate shear force wall, and especially a kind of novel both sides connect thin steel plate shear wall.
Background technology
The steel plate shear force wall structure is a kind of novel anti side force structural system that grows up the seventies in 20th century.For realizing the fire retardant anticorrosion of steel plate shear force wall, usually can be at its both sides external wrapping concrete.Thereby external wrapping concrete also can prevent or slow down outside the plane of steel plate wall bending deformation simultaneously and improve its anti-seismic performance and especially be out of shape and energy dissipation capacity.
The common structure method of existing steel plate wall external wrapping concrete is: offer the Long Circle bolt hole and place plastic bushing in the hole at precast concrete plank, simultaneously also offer bolt hole in the steel plate wall relevant position, by pre-stressed bolt concrete slab is fixed on main steel plate wall both sides then.For the bolt of main steel plate wall both sides concrete slab can be loaded onto smoothly, need offer the Long Circle bolt hole at main steel plate or concrete slab, and place within it in order to prevent that concrete from being squeezed broken sleeve pipe, therefore textural cumbersome.
The utility model content
The utility model provides a kind of simple in structure, easily manufactured novel both sides to connect thin steel plate shear wall.
A kind of novel both sides of realizing the utility model purpose connect thin steel plate shear wall, comprise thin steel plate shear wall, and described thin steel plate shear wall top is provided with upper ledge and sets a roof beam in place, and the below is provided with lower frame and sets a roof beam in place; Two sides of described thin steel plate shear wall are provided with and are respectively equipped with edge stiffening rib and intermediate stiffener, be welded with a plurality of buckle bar dowels on the described edge stiffening rib, a plurality of parallel vertical long reinforcing bars and horizontal long reinforcing bar are fixedly arranged on the described buckle bar dowel, described vertical long reinforcing bar and horizontal long reinforcing bar form two reinforced mesh in the both sides of thin steel plate shear wall, and fluid concrete forms the external wrapping concrete plate on described reinforced mesh.
Described horizontal long reinforcing bar passes the through hole of intermediate stiffener, and is welded on the through-hole wall.
Be fixed together by the upper ledge junction plate of setting a roof beam in place between described thin steel plate shear wall and upper ledge are set a roof beam in place, described thin steel plate shear wall and lower frame are set a roof beam in place and are welded together.
Described edge stiffening rib comprises transverse edge stiffening rib and longitudinal edge stiffening rib, and described longitudinal edge stiffening rib top is provided with two capping plates, and described capping plate is positioned at the set a roof beam in place two ends of junction plate of upper ledge.
The top that is positioned at the transverse edge stiffening rib of thin steel plate shear wall top is provided with two and is used for two clamping plate that the clamping upper ledge is set a roof beam in place.
Offer bolt hole on the described clamping plate, and be connected by high-strength friction-type bolt and the upper ledge junction plate of setting a roof beam in place.
Described clamping plate lateral surface center line adds web along its length, makes these clamping plate T-shaped.
The cross section of described edge stiffening rib and intermediate stiffener is flute profile, worker's shape or rectangle.
The beneficial effect that a kind of novel both sides of the present utility model connect thin steel plate shear wall is as follows:
A kind of novel both sides of the present utility model connect thin steel plate shear wall, use stiffening rib to form cage of reinforcement and then realization external wrapping concrete, thereby have avoided adopting pre-stressed bolt to fix many troubles that the both sides concrete slab brings, and are easily manufactured; Simultaneously, when the measure of taking concrete and longitudinal edge shaped steel to put more energy into to leave certain interval makes concrete slab outer distortion has effect of contraction to the face of steel plate wall, and limited to the raising effect of rigidity in its face, to guarantee the pure property of external wrapping concrete steel plate shear force wall component performance.
Description of drawings
Fig. 1 is the structural representation that a kind of novel both sides of the present utility model connect thin steel plate shear wall.
The specific embodiment
As shown in Figure 1, a kind of novel both sides of the present utility model connect thin steel plate shear wall, comprise thin steel plate shear wall 1, and described thin steel plate shear wall 1 top is provided with upper ledge and sets a roof beam in place 8, and the below is provided with lower frame and sets a roof beam in place 9; Two sides of described thin steel plate shear wall 1 are provided with and are respectively equipped with edge stiffening rib 6 and intermediate stiffener 7, be welded with a plurality of buckle bar dowels 3 on the described edge stiffening rib 6, a plurality of parallel vertical long reinforcing bars 5 and horizontal long reinforcing bar 4 are fixedly arranged on the described buckle bar dowel 3, described vertical long reinforcing bar 5 and horizontal long reinforcing bar 4 form two reinforced mesh in the both sides of thin steel plate shear wall 1, and fluid concrete forms external wrapping concrete plate 14 on described reinforced mesh.
Described horizontal long reinforcing bar 4 passes the through hole of intermediate stiffener 7, and is welded on the through-hole wall.
Described thin steel plate shear wall 1 and upper ledge are set a roof beam in place between 8 and to be fixed together by the upper ledge junction plate 10 of setting a roof beam in place, and described thin steel plate shear wall 1 and lower frame are set a roof beam in place and 9 welded together.
Described edge stiffening rib 6 comprises transverse edge stiffening rib and longitudinal edge stiffening rib, and described longitudinal edge stiffening rib top is provided with two capping plates 13, and described capping plate 13 is positioned at the set a roof beam in place two ends of junction plate 10 of upper ledge.
The top that is positioned at the transverse edge stiffening rib of thin steel plate shear wall 1 top is provided with two and is used for two clamping plate that the clamping upper ledge is set a roof beam in place.
Offer bolt hole on the described clamping plate, and be connected by high-strength friction-type bolt and the upper ledge junction plate 10 of setting a roof beam in place.
Described clamping plate lateral surface center line adds web along its length, makes these clamping plate T-shaped.
The cross section of described edge stiffening rib 6 and intermediate stiffener 7 is flute profile, worker's shape or rectangle.
The advantage that a kind of novel both sides of the present utility model connect thin steel plate shear wall is as follows:
A kind of novel both sides of the present utility model connect thin steel plate shear wall, use stiffening rib to form cage of reinforcement and then realization external wrapping concrete, thereby have avoided adopting pre-stressed bolt to fix many troubles that the both sides concrete slab brings, and are easily manufactured; Simultaneously, when the measure of taking concrete and longitudinal edge shaped steel to put more energy into to leave certain interval makes concrete slab outer distortion has effect of contraction to the face of steel plate wall, and limited to the raising effect of rigidity in its face, to guarantee the pure property of external wrapping concrete steel plate shear force wall component performance.
Embodiment recited above is described preferred embodiment of the present utility model; be not that scope of the present utility model is limited; design under the spiritual prerequisite not breaking away from the utility model; various distortion and improvement that the common engineers and technicians in this area make technical solutions of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (8)
1. novel both sides connect thin steel plate shear wall, it is characterized in that: comprise thin steel plate shear wall, described thin steel plate shear wall top is provided with upper ledge and sets a roof beam in place, and the below is provided with lower frame and sets a roof beam in place; Two sides of described thin steel plate shear wall are provided with and are respectively equipped with edge stiffening rib and intermediate stiffener, be welded with a plurality of buckle bar dowels on the described edge stiffening rib, a plurality of parallel vertical long reinforcing bars and horizontal long reinforcing bar are fixedly arranged on the described buckle bar dowel, described vertical long reinforcing bar and horizontal long reinforcing bar form two reinforced mesh in the both sides of thin steel plate shear wall, and fluid concrete forms the external wrapping concrete plate on described reinforced mesh.
2. a kind of novel both sides according to claim 1 connect thin steel plate shear wall, and it is characterized in that: described horizontal long reinforcing bar passes the through hole of intermediate stiffener, and is welded on the through-hole wall.
3. a kind of novel both sides according to claim 1 connect thin steel plate shear wall, it is characterized in that: be fixed together by the upper ledge junction plate of setting a roof beam in place between described thin steel plate shear wall and upper ledge are set a roof beam in place, described thin steel plate shear wall and lower frame are set a roof beam in place and are welded together.
4. a kind of novel both sides according to claim 3 connect thin steel plate shear wall, it is characterized in that: described edge stiffening rib comprises transverse edge stiffening rib and longitudinal edge stiffening rib, described longitudinal edge stiffening rib top is provided with two capping plates, and described capping plate is positioned at the set a roof beam in place two ends of junction plate of upper ledge.
5. a kind of novel both sides according to claim 4 connect thin steel plate shear wall, it is characterized in that: the top that is positioned at the transverse edge stiffening rib of thin steel plate shear wall top is provided with two and is used for two clamping plate that the clamping upper ledge is set a roof beam in place.
6. a kind of novel both sides according to claim 5 connect thin steel plate shear wall, it is characterized in that: offer bolt hole on the described clamping plate, and be connected by high-strength friction-type bolt and the upper ledge junction plate of setting a roof beam in place.
7. a kind of novel both sides according to claim 5 connect thin steel plate shear wall, and it is characterized in that: described clamping plate lateral surface center line adds web along its length, makes these clamping plate T-shaped.
8. connect thin steel plate shear wall according to the arbitrary described a kind of novel both sides of claim 1～7, it is characterized in that: the cross section of described edge stiffening rib and intermediate stiffener is flute profile, worker's shape or rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320103444 CN203129361U (en) | 2013-03-07 | 2013-03-07 | Novel both-side connected thin steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320103444 CN203129361U (en) | 2013-03-07 | 2013-03-07 | Novel both-side connected thin steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129361U true CN203129361U (en) | 2013-08-14 |
Family
ID=48937354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320103444 Expired - Lifetime CN203129361U (en) | 2013-03-07 | 2013-03-07 | Novel both-side connected thin steel plate shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129361U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967166A (en) * | 2014-04-25 | 2014-08-06 | 东南大学 | Low-yield-point steel plate shear wall with two connected edges |
| CN106592820A (en) * | 2016-12-30 | 2017-04-26 | 上海建工四建集团有限公司 | Horizontal integral forming structure and method of shear steel-plates and one side reinforcement fabric |
| CN111561074A (en) * | 2020-04-29 | 2020-08-21 | 北京建院装饰工程设计有限公司 | Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof |
-
2013
- 2013-03-07 CN CN 201320103444 patent/CN203129361U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967166A (en) * | 2014-04-25 | 2014-08-06 | 东南大学 | Low-yield-point steel plate shear wall with two connected edges |
| CN106592820A (en) * | 2016-12-30 | 2017-04-26 | 上海建工四建集团有限公司 | Horizontal integral forming structure and method of shear steel-plates and one side reinforcement fabric |
| CN111561074A (en) * | 2020-04-29 | 2020-08-21 | 北京建院装饰工程设计有限公司 | Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof |
| CN111561074B (en) * | 2020-04-29 | 2021-06-22 | 北京建院装饰工程设计有限公司 | Light ultrahigh sound-insulation fireproof steel partition wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103174238A (en) | Novel two-side-connection sheet steel shear wall | |
| CN201546340U (en) | Concrete encased structure of steel plate shear wall with slits | |
| CN204435638U (en) | A kind of hollow laminated floor slab | |
| CN203559354U (en) | Stay cable anchoring structure applied to prestressed concrete partially cable-stayed bridge | |
| CN203129361U (en) | Novel both-side connected thin steel plate shear wall | |
| CN103556826A (en) | Construction method of post-cast strip area and floor area supporting systems on two sides of post-cast strip area | |
| CN204825965U (en) | Support system for basement roof subsides post -cast strip department | |
| CN204081070U (en) | A kind of large span steel frame beam cantilevered structure | |
| CN104695555A (en) | Construction process for joint of large-section beam column of different concrete strength grades | |
| CN203821630U (en) | Two-sided connection type low yield point steel plate shear wall | |
| CN103397721A (en) | Steel plate precast concrete double-plate shear wall | |
| CN203429847U (en) | Square hole ribbed support prestressed concrete composite slab | |
| CN108442594A (en) | A kind of thin floor and its construction technology | |
| CN205171997U (en) | Concrete structure holds in palm on early system top of tearing open | |
| CN204552076U (en) | A kind of early dismantling head structure for aluminum alloy mould plate | |
| CN204530749U (en) | A kind of fixed structure of power press with fixed bed base | |
| CN203487665U (en) | Steel plate precast concrete double-plate shear wall | |
| CN203905181U (en) | Shear wallboard with supporting frames and connection structure of shear wallboard and composite floor slabs | |
| CN203603460U (en) | Structure capable of preventing thick liquid leakage of gap between floor formwork and precast beam component | |
| CN202781428U (en) | Double-block type sleeper prefabrication steel bar truss fixing device | |
| CN205116511U (en) | Non - compoboard structure of die mould steel plate concrete between two girder steels | |
| CN203755513U (en) | Mounting and positioning tool for cast-in-place concrete hollow floor hollow pipe internal mold | |
| CN204475629U (en) | Overlength without support shuttering is encorbelmented floor slab structure | |
| CN204475851U (en) | Without supporting cantilevered plate die mould steel work in housing beam | |
| CN205172031U (en) | Can space -saving building sandwich structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100037 North of the 13th Floor of Ganjiakou Building, 21 Sanlihe Road, Haidian District, Beijing Co-patentee after: WUHAN CHANGFENG SBS STEEL STRUCTURE ENGINEERING Co.,Ltd. Patentee after: Beijing Jinxi Cyberspace Architectural Design Co.,Ltd. Address before: 100037 North of the 13th Floor of Ganjiakou Building, 21 Sanlihe Road, Haidian District, Beijing Co-patentee before: WUHAN CHANGFENG SBS STEEL STRUCTURE ENGINEERING Co.,Ltd. Patentee before: BEIJING SBS ARCHITECTURAL DESIGN Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130814 |
|
| CX01 | Expiry of patent term |