CN103981981A - Double-steel-plate concrete combined shear wall connected through waveform reinforced bars - Google Patents
Double-steel-plate concrete combined shear wall connected through waveform reinforced bars Download PDFInfo
- Publication number
- CN103981981A CN103981981A CN201410127061.4A CN201410127061A CN103981981A CN 103981981 A CN103981981 A CN 103981981A CN 201410127061 A CN201410127061 A CN 201410127061A CN 103981981 A CN103981981 A CN 103981981A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- concrete
- reinforcing bar
- side steel
- shear wall
- 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.)
- Pending
Links
Abstract
The invention discloses a double-steel-plate concrete combined shear wall connected through waveform reinforced bars, which comprises a left steel plate, a right steel plate and an end spacing plate, wherein the end spacing plate is arranged between the end parts of the left steel plate and the right steel plate; the left steel plate, the right steel plate and the end spacing plate are encircled into a box structure; the box structure is provided with a cavity; concrete is poured in the cavity; multiple rows of waveform reinforced bars are arranged between the left steel plate and the right steel plate along the length direction in a penetrating form; the reinforced bars are composed of continuous line-folding sections; a joint of the adjacent line-folding sections is arranged as a bent part of each of the reinforced bars; the bent part is located on the upper surface or lower surface of the box structure. In the double-steel-plate concrete combined shear wall provided by the invention, the concrete is integrally poured, the pouring is convenient and no formwork is required; upper and lower flanges and the concrete cooperatively work through studs; the combining action is reliable; the crush resistance and the shear resisting loading capacity are high; the construction manufacturing is convenient and the economic performance is excellent.
Description
Technical field
The present invention relates to the double steel plate combined concrete shear wall that a kind of waveform reinforcing bar connects.
Background technology
Conventional steel plate concrete combined shear wall is at individual layer steel plate both sides poured in place concrete or connect precast concrete plank, and steel plate both sides arrange peg or bolt.The effect of steel plate is to add reinforced concrete, the thickness of attenuate concrete wall, and concrete retrains steel plate, improves the flexing bearing capacity of steel plate.This type of steel plate concrete combined shear wall is concrete component in essence, or the concrete component of putting more energy into, and the bearing capacity of member and ductility are mainly still determined by concrete, exists the shortcoming such as complex structure, constructional difficulties.
Summary of the invention
In order to overcome the shortcoming of complex structure, constructional difficulties etc. that existing steel plate concrete combined shear wall exists, the invention provides that a kind of steel using amount economy, structure manufacture are simple, convenient and quick construction, be convenient to suitability for industrialized production, give full play to steel and concrete advantage, the double steel plate combined concrete shear wall of the waveform reinforcing bar connection that be beneficial to and save material, reduces environment pollution, improves dwelling environment, economic performance is good.
The technical solution used in the present invention is:
The double steel plate combined concrete shear wall that a kind of waveform reinforcing bar connects, it is characterized in that: comprise left side steel plate, right side steel plate and end dividing plate, between described left side steel plate and the end of right side steel plate, be provided with described end dividing plate, described left side steel plate, right side steel plate and end dividing plate enclose formation body structure, described body structure has cavity, in described cavity, is cast with concrete;
Between described left side steel plate and right side steel plate, connect along its length and be provided with the wavy reinforcing bar of ordered series of numbers, described reinforcing bar is made up of continuous broken line; The junction of adjacent broken line is the bending part of described reinforcing bar, and described bending part is positioned at upper surface or the soffit of described body structure.
Further, described ordered series of numbers reinforcing bar is parallel to each other.
Further, on the inside wall of described left side steel plate and right side steel plate, be respectively arranged with peg.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Beneficial effect of the present invention is mainly manifested in: 1, in steel plate concrete combined shear wall, concrete is an entirety, builds conveniently, does not need formwork; 2, two side wing edges and concrete are by peg collaborative work, and compound action is reliable, and resistance to compression and shear resistant capacity are high; 3, construct easy to makely, economic performance is superior.
Brief description of the drawings
Fig. 1 is global sections figure of the present invention.
Fig. 2 is A-A face view in Fig. 1.
Detailed description of the invention
See figures.1.and.2, the double steel plate combined concrete shear wall that a kind of waveform reinforcing bar connects, comprise left side steel plate 1, right side steel plate 2 and end dividing plate 4, between described left side steel plate 1 and the end of right side steel plate 2, be provided with described end dividing plate 4, described left side steel plate 1, right side steel plate 2 and end dividing plate 4 enclose formation body structure, described body structure has cavity, in described cavity, is cast with concrete;
Between described left side steel plate 1 and right side steel plate 2, connect along its length and be provided with the wavy reinforcing bar 3 of ordered series of numbers, described reinforcing bar 3 is made up of continuous broken line 31; The junction of adjacent broken line 31 is bending parts of described reinforcing bar, and described bending part is positioned at upper surface or the soffit of described body structure.
Further, described ordered series of numbers reinforcing bar 3 is parallel to each other.
Further, on the inside wall of described left side steel plate 1 and right side steel plate 2, be respectively arranged with peg.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating of way of realization to inventive concept; protection scope of the present invention should not be regarded as only limiting to the concrete form that embodiment states, protection scope of the present invention also and conceive the equivalent technologies means that can expect according to the present invention in those skilled in the art.
Claims (4)
1. the double steel plate combined concrete shear wall that waveform reinforcing bar connects, it is characterized in that: comprise left side steel plate, right side steel plate and end dividing plate, between described left side steel plate and the end of right side steel plate, be provided with described end dividing plate, described left side steel plate, right side steel plate and end dividing plate enclose formation body structure, described body structure has cavity, in described cavity, is cast with concrete;
Between described left side steel plate and right side steel plate, connect along its length and be provided with the wavy reinforcing bar of ordered series of numbers, described reinforcing bar is made up of continuous broken line; The junction of adjacent broken line is the bending part of described reinforcing bar, and described bending part is positioned at upper surface or the soffit of described body structure.
2. the double steel plate combined concrete shear wall that a kind of waveform reinforcing bar as claimed in claim 1 connects, is characterized in that: described ordered series of numbers reinforcing bar is parallel to each other.
3. the double steel plate combined concrete shear wall that a kind of waveform reinforcing bar as claimed in claim 2 connects, is characterized in that: on described left side steel plate and the inside wall of right side steel plate, be respectively arranged with peg.
4. the double steel plate combined concrete shear wall that a kind of waveform reinforcing bar as described in one of claim 1～3 connects, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410127061.4A CN103981981A (en) | 2014-03-31 | 2014-03-31 | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410127061.4A CN103981981A (en) | 2014-03-31 | 2014-03-31 | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103981981A true CN103981981A (en) | 2014-08-13 |
Family
ID=51274130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410127061.4A Pending CN103981981A (en) | 2014-03-31 | 2014-03-31 | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103981981A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN105064544A (en) * | 2015-08-08 | 2015-11-18 | 广州市设计院 | Shear wall with continuous zigzag tie bar structure |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN106760036A (en) * | 2016-12-29 | 2017-05-31 | 中通钢构股份有限公司 | A kind of prefabricated steel combined concrete shear wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06185135A (en) * | 1992-12-16 | 1994-07-05 | Fujita Corp | Precast earthquake resisting wall of complex structure |
| JP2001049894A (en) * | 1999-08-06 | 2001-02-20 | Dynamic Design:Kk | Vibration control wall |
| CN1073185C (en) * | 1996-02-26 | 2001-10-17 | 普米拉咨询服务有限公司 | Concrete wall formwork |
| CN203080744U (en) * | 2013-01-28 | 2013-07-24 | 长安大学 | Steel plate and high-strength concrete combination shear wall |
| CN203834736U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars |
-
2014
- 2014-03-31 CN CN201410127061.4A patent/CN103981981A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06185135A (en) * | 1992-12-16 | 1994-07-05 | Fujita Corp | Precast earthquake resisting wall of complex structure |
| CN1073185C (en) * | 1996-02-26 | 2001-10-17 | 普米拉咨询服务有限公司 | Concrete wall formwork |
| JP2001049894A (en) * | 1999-08-06 | 2001-02-20 | Dynamic Design:Kk | Vibration control wall |
| CN203080744U (en) * | 2013-01-28 | 2013-07-24 | 长安大学 | Steel plate and high-strength concrete combination shear wall |
| CN203834736U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929281A (en) * | 2015-06-25 | 2015-09-23 | 哈尔滨工业大学 | Steel bar truss stiffened steel concrete composite shear wall |
| CN105064544A (en) * | 2015-08-08 | 2015-11-18 | 广州市设计院 | Shear wall with continuous zigzag tie bar structure |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN106760036A (en) * | 2016-12-29 | 2017-05-31 | 中通钢构股份有限公司 | A kind of prefabricated steel combined concrete shear wall |
| CN106639045B (en) * | 2016-12-29 | 2019-01-25 | 中通钢构股份有限公司 | A kind of prefabricated assembled steel plate-concrete combined shear wall structural system and its construction method |
| CN106760036B (en) * | 2016-12-29 | 2019-04-26 | 中通钢构股份有限公司 | A kind of prefabricated steel-combined concrete shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN103981981A (en) | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars | |
| CN203462615U (en) | Prefabricated, assembled and integral type shear wall and connecting node thereof | |
| KR101310039B1 (en) | Corrugated steel web box girder bridge, and continuous support structure thereof | |
| CN203613459U (en) | Light combined bridge floor structure with longitudinal open stiffening ribs | |
| CN203569728U (en) | Box-shaped steel plate shear wall with internal trusses | |
| CN103074951A (en) | Steel plate and high-strength concrete combined shear wall | |
| CN202298983U (en) | Concrete composite shear wall | |
| CN103352530A (en) | Section steel plate rib concrete composite floor slab | |
| CN203080744U (en) | Steel plate and high-strength concrete combination shear wall | |
| CN103835410A (en) | Shear wall with steel plates combined with concrete and construction method thereof | |
| CN203834736U (en) | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars | |
| CN103643625A (en) | Steel truss-concrete plate combined beam based on shear-resisting connecting structure | |
| CN108589969B (en) | Combined assembly type shear wall with vertical ECC energy consumption belt and manufacturing method thereof | |
| CN204781519U (en) | Prefabricated coincide floor of lightweight concrete combination | |
| CN202831265U (en) | Steel bar net rack composite thermal insulation board | |
| CN203640155U (en) | Truss concrete superposed beam | |
| CN101787675A (en) | Connecting structure of circular steel pipe light aggregate concrete beam and reinforced concrete bridge deck and construction process thereof | |
| CN204356937U (en) | The shear wall strengthened bottom a kind of integral reinforcing | |
| CN103590538A (en) | Non-circular rib for concrete | |
| CN203769144U (en) | Steel plate and concrete combined shear wall | |
| CN206987103U (en) | A kind of seismic structural wall, earthquake resistant wall | |
| CN202247667U (en) | Shearing connector structure for corrugated plate | |
| CN206941864U (en) | A kind of FRP plate material and the sandwich thermal insulated assembled wall of regeneration concrete | |
| CN103835411A (en) | Shear wall with steel plates combined with concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140813 |