CN103835410A - Shear wall with steel plates combined with concrete and construction method thereof - Google Patents
Shear wall with steel plates combined with concrete and construction method thereof Download PDFInfo
- Publication number
- CN103835410A CN103835410A CN201410033172.9A CN201410033172A CN103835410A CN 103835410 A CN103835410 A CN 103835410A CN 201410033172 A CN201410033172 A CN 201410033172A CN 103835410 A CN103835410 A CN 103835410A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- side steel
- concrete
- shear wall
- plate
- 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
Images
Landscapes
- Retaining Walls (AREA)
Abstract
The invention discloses a shear wall with steel plates combined with concrete and a construction method of the shear wall. The shear wall with the steel plates combined with the concrete comprises the left steel plates, the right steel plates and end partition plates, wherein the end partition plates are arranged between the ends of the left steel plates and the ends of the right steel plates; box structures are defined by the left steel plates, the right steel plates and the end partition plates; the box structures are provided with cavities, wherein the concrete is poured into the cavities; the left steel plates and the right steel plates are fixedly connected through a plurality of rows of connecting rods. According to the shear wall with the steel plates combined with the concrete, the concrete is a whole and is convenient to pour, so that a formwork support is not needed.
Description
Technical field
The present invention relates to a kind of steel plate concrete combined shear wall and construction method thereof, belong to building structure field.
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 bearing capacity and the ductility of member are mainly determined by concrete.
Summary of the invention
In order to overcome the shortcoming of structure manufacture trouble, constructional difficulties etc. that existing plate concrete combined shear wall exists, the invention provides a kind of steel using amount economy, structure manufacture simply, convenient and quick construction, the steel plate concrete combined shear wall of being convenient to suitability for industrialized production and construction method thereof.
The technical solution used in the present invention is:
A kind of steel plate concrete combined shear wall, 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, be fixedly connected with by ordered series of numbers connecting rod.
Further, described connecting rod is vertically fixed between left and right side steel plate according to matrix-style.
Further, the two ends of described connecting rod are weldingly fixed on respectively in the through hole being opened on left and right side steel plate.
Further, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
A kind of construction method of steel plate concrete combined shear wall as described above, described steel plate concrete combined shear wall comprises 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, be fixedly connected with by ordered series of numbers connecting rod; It is characterized in that: described construction method comprises the steps:
(1), first make left side steel plate, right side steel plate, and vertical correspondence position is offered through hole on left side steel plate and right side steel plate;
(2), make end dividing plate, and end dividing plate and left and right side Plate Welding are formed to body structure;
(3), the two ends of connecting rod are connected to left and right side steel plate through the through hole on left and right side steel plate; Again in through hole by connecting rod and left and right side Plate Welding;
(4), in body structure, fluid concrete forms steel plate concrete combined shear wall.
In the present invention, connecting rod links together left and right side steel plate, can reduce the flakiness ratio of steel plate, effectively attenuate steel plate; In the stressed stage, left and right side steel plate and inner concrete are connected into an entirety, cooperative transformation.Left and right side steel plate confined concrete together with connecting rod, improves concrete compression bearing capacity.Concrete constraint steel plate, prevents steel plate flexing.
The preservative treatment of steel plate concrete combined shear wall of the present invention can be rust prevention by applying liquid material paint or galvanizing by dipping after impeller blasting.The fire prevention processing of steel plate concrete combined shear wall can spray thick-layered fire coating or scumbling type fireproof paint.
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, left and right side steel plate 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.
Accompanying drawing explanation
Fig. 1 is steel plate concrete combined shear wall profile of the present invention.
Fig. 2 is steel plate concrete combined shear wall elevation of the present invention.
The specific embodiment
See figures.1.and.2, a kind of steel plate concrete combined shear wall, comprise left side steel plate 1, right side steel plate 2 and end dividing plate 3, between described left side steel plate 1 and the end of right side steel plate 2, be provided with described end dividing plate 3, described left side steel plate 1, right side steel plate 2 and end dividing plate 3 enclose formation body structure, described body structure has cavity, is cast with concrete 4 in described cavity; Between described left side steel plate 1 and right side steel plate 2, be fixedly connected with by ordered series of numbers connecting rod 5.
Further, described connecting rod 5 is vertically fixed between left and right side steel plate according to matrix-style.
Further, the two ends of described connecting rod 5 are weldingly fixed on respectively in the through hole being opened on left and right side steel plate.
Further, described concrete 4 can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
A kind of construction method of steel plate concrete combined shear wall as described above, described steel plate concrete combined shear wall comprises 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, be fixedly connected with by ordered series of numbers connecting rod; Described construction method comprises the steps:
(1), first make left side steel plate, right side steel plate, and vertical correspondence position is offered through hole on left side steel plate and right side steel plate;
(2), make end dividing plate, and end dividing plate and left and right side Plate Welding are formed to body structure;
(3), the two ends of connecting rod are connected to left and right side steel plate through the through hole on left and right side steel plate; Again in through hole by connecting rod and left and right side Plate Welding;
(4), in body structure, fluid concrete forms steel plate concrete combined shear wall.
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 (5)
1. a steel plate concrete combined shear wall, 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, be fixedly connected with by ordered series of numbers connecting rod.
2. a kind of steel plate concrete combined shear wall as claimed in claim 1, is characterized in that: described connecting rod is vertically fixed between left and right side steel plate according to matrix-style.
3. a kind of steel plate concrete combined shear wall as claimed in claim 2, is characterized in that: the two ends of described connecting rod are weldingly fixed on respectively in the through hole being opened on left and right side steel plate.
4. a kind of steel plate concrete combined shear wall as claimed in claim 3, is characterized in that: described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
5. the construction method of the steel plate concrete combined shear wall as described in one of claim 1～4, described steel plate concrete combined shear wall comprises 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, be fixedly connected with by ordered series of numbers connecting rod; It is characterized in that: described construction method comprises the steps:
(1), first make left side steel plate, right side steel plate, and vertical correspondence position is offered through hole on left side steel plate and right side steel plate;
(2), make end dividing plate, and end dividing plate and left and right side Plate Welding are formed to body structure;
(3), the two ends of connecting rod are connected to left and right side steel plate through the through hole on left and right side steel plate; Again in through hole by connecting rod and left and right side Plate Welding;
(4), in body structure, fluid concrete forms steel plate concrete combined shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410033172.9A CN103835410A (en) | 2014-01-23 | 2014-01-23 | Shear wall with steel plates combined with concrete and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410033172.9A CN103835410A (en) | 2014-01-23 | 2014-01-23 | Shear wall with steel plates combined with concrete and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103835410A true CN103835410A (en) | 2014-06-04 |
Family
ID=50799273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410033172.9A Pending CN103835410A (en) | 2014-01-23 | 2014-01-23 | Shear wall with steel plates combined with concrete and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103835410A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839847A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Beeline-shaped steel member |
| CN106869375A (en) * | 2017-01-18 | 2017-06-20 | 清华大学 | A kind of setback section bar connects the combined steel plate shearing force wall to be formed |
| CN108331211A (en) * | 2018-02-28 | 2018-07-27 | 常州工学院 | A kind of stainless steel plate-straw concrete assembled wall and method |
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| CN113047298A (en) * | 2021-03-18 | 2021-06-29 | 河海大学 | Foundation pit supporting structure and mounting and dismounting method thereof |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN202148619U (en) * | 2011-06-20 | 2012-02-22 | 南通建筑工程总承包有限公司 | Double steel plate structure scissors wall |
| CN102400506A (en) * | 2011-09-22 | 2012-04-04 | 姚攀峰 | Template-free energy consumption steel plate shear wall and construction method thereof |
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN202280178U (en) * | 2011-10-31 | 2012-06-20 | 华南理工大学 | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars |
| CN202401613U (en) * | 2011-09-22 | 2012-08-29 | 姚攀峰 | Non-template and energy-dissipating steel plate shear wall structure |
| CN102776966A (en) * | 2012-07-20 | 2012-11-14 | 华南理工大学 | Modified double-layered steel plate concrete shear wall and construction method thereof |
| CN202706265U (en) * | 2012-07-20 | 2013-01-30 | 华南理工大学 | Improved type double-layer steel plate concrete shear wall |
| CN102900171A (en) * | 2012-11-06 | 2013-01-30 | 南通建筑工程总承包有限公司 | Steel plate combined shear wall |
| CN202990173U (en) * | 2012-11-06 | 2013-06-12 | 南通建筑工程总承包有限公司 | Steel plate combined shear wall structure |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
-
2014
- 2014-01-23 CN CN201410033172.9A patent/CN103835410A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN102296728A (en) * | 2011-06-20 | 2011-12-28 | 南通建筑工程总承包有限公司 | Double-steel plate structure shear wall and construction method thereof |
| CN202148619U (en) * | 2011-06-20 | 2012-02-22 | 南通建筑工程总承包有限公司 | Double steel plate structure scissors wall |
| CN102400506A (en) * | 2011-09-22 | 2012-04-04 | 姚攀峰 | Template-free energy consumption steel plate shear wall and construction method thereof |
| CN202401613U (en) * | 2011-09-22 | 2012-08-29 | 姚攀峰 | Non-template and energy-dissipating steel plate shear wall structure |
| CN102444223A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Double-layer profiled steel sheet concrete combined shear wall with restraining pull rods |
| CN202280178U (en) * | 2011-10-31 | 2012-06-20 | 华南理工大学 | Bilayer profiled steel sheet concrete composite shear wall provided with binding bars |
| CN102776966A (en) * | 2012-07-20 | 2012-11-14 | 华南理工大学 | Modified double-layered steel plate concrete shear wall and construction method thereof |
| CN202706265U (en) * | 2012-07-20 | 2013-01-30 | 华南理工大学 | Improved type double-layer steel plate concrete shear wall |
| CN102900171A (en) * | 2012-11-06 | 2013-01-30 | 南通建筑工程总承包有限公司 | Steel plate combined shear wall |
| CN202990173U (en) * | 2012-11-06 | 2013-06-12 | 南通建筑工程总承包有限公司 | Steel plate combined shear wall structure |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839847A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Beeline-shaped steel member |
| CN106869375A (en) * | 2017-01-18 | 2017-06-20 | 清华大学 | A kind of setback section bar connects the combined steel plate shearing force wall to be formed |
| CN108331211A (en) * | 2018-02-28 | 2018-07-27 | 常州工学院 | A kind of stainless steel plate-straw concrete assembled wall and method |
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| CN113047298A (en) * | 2021-03-18 | 2021-06-29 | 河海大学 | Foundation pit supporting structure and mounting and dismounting method thereof |
| CN113047298B (en) * | 2021-03-18 | 2022-08-05 | 河海大学 | Foundation pit supporting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205653944U (en) | Prestressed concrete truss superimposed sheet | |
| CN103835410A (en) | Shear wall with steel plates combined with concrete and construction method thereof | |
| CN102296723A (en) | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof | |
| CN208293897U (en) | Fire retardant anticorrosion loses steel concrete compound tube | |
| CN101845871A (en) | Cast-in-place steel-concrete composite beam | |
| CN105089204A (en) | Cold-formed thin-walled ribbed U-shaped steel-encased concrete laminated slab composite beam | |
| CN204282543U (en) | A kind of reinforced concrete beam and girder with rolled steel section en cased in concrete connecting joint structure | |
| CN102444224A (en) | Concrete composite shear wall | |
| CN103981981A (en) | Double-steel-plate concrete combined shear wall connected through waveform reinforced bars | |
| CN103883032A (en) | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method | |
| CN103938762A (en) | Steel tube bundle composite structure shear wall with groove ribs | |
| CN203808289U (en) | Steel tube bundle composite structured shear wall with grooved ribs | |
| CN203769144U (en) | Steel plate and concrete combined shear wall | |
| CN202131679U (en) | Connecting structure capable of enhancing integrity of precast slabs | |
| CN107237453B (en) | Steel pipe concrete composite column | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN203808329U (en) | Steel bar truss hollow overlapped floor slab | |
| CN103835411A (en) | Shear wall with steel plates combined with concrete | |
| CN211257552U (en) | High-performance autoclaved aerated concrete lintel | |
| CN107217759A (en) | A kind of prefabricated steel faced wall with stirrup | |
| CN103883044A (en) | Groove-shaped steel plate shear wall with inbuilt round reinforcing cages and externally pasted steel plate supports and construction method | |
| CN203834736U (en) | Double-steel plate concrete composite shear wall connected through wave-shaped reinforcing steel bars | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN109898699A (en) | A kind of fabricated ripple type steel plate shear wall structure and its construction method | |
| CN205502305U (en) | Drawknot formula double steel plates compound shear wall |
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: 20140604 |