CN1888339A - Combined shear wall - Google Patents

Combined shear wall Download PDF

Info

Publication number
CN1888339A
CN1888339A CN 200610045465 CN200610045465A CN1888339A CN 1888339 A CN1888339 A CN 1888339A CN 200610045465 CN200610045465 CN 200610045465 CN 200610045465 A CN200610045465 A CN 200610045465A CN 1888339 A CN1888339 A CN 1888339A
Authority
CN
China
Prior art keywords
concrete
steel
column
welded
reinforced concrete
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.)
Granted
Application number
CN 200610045465
Other languages
Chinese (zh)
Other versions
CN100434601C (en
Inventor
陶忠
韩林海
廖飞宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fuzhou University
Original Assignee
Fuzhou University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Fuzhou University filed Critical Fuzhou University
Priority to CNB2006100454654A priority Critical patent/CN100434601C/en
Publication of CN1888339A publication Critical patent/CN1888339A/en
Application granted granted Critical
Publication of CN100434601C publication Critical patent/CN100434601C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The present invention relates to a compound shear wall. It is characterized by that two sides of the described reinforced concrete wall body are respectively equipped with steep-pipe concrete side columns, the described steel-pipe concrete side column is formed from steel pipe in which the concrete is poured, the described steel-pipe and horizontal steel bar in the wall body interior are welded together. Said compound sheal wall is specially applicable high-rise building with steel-concrete mixed structure.

Description

Compound shear wall
Technical field
The present invention relates to a kind of compound shear wall.
Background technology
The ordinary reinforced concrete shear wall exist ductility poor, under geological process, be easy to generate defective such as brittle fracture, therefore, the bearing capacity and the shock resistance that how to improve shear wall are current building trade important topics anxious to be solved.
Concrete filled steel tube side column of the present invention not only can strengthen the constraint to reinforced concrete wall, delay the crack on concrete in the body of wall, and can make concrete filled steel tube side column and body of wall in deformation process, can better reach compatibility of deformation, make steel-concrete mixed structure work more reliable, improve its supporting capacity and non-deformability under earthquake and wind action greatly.
Summary of the invention
The objective of the invention is to provide a kind of compound shear wall, this compound shear wall have the bearing capacity height, stressed rationally and characteristics such as anti-seismic performance is good, be specially adapted to the highrise building of steel-concrete mixed structure.
Compound shear wall of the present invention is characterized in that: described reinforced concrete wall both sides are provided with the concrete filled steel tube side column, and described concrete filled steel tube side column has concrete steel pipe to constitute by internal casting, and the horizontal reinforcement in described steel pipe and the body of wall is integrally welded.
The invention has the beneficial effects as follows:
1. keeping that reinforced concrete shear wall rigidity is big, in the strong advantage of lateral resisting ability, utilizing of the constraint of concrete filled steel tube side column, delaying and alleviated carrying out of wall body slit, thereby improving the bearing capacity and the ductility of shear wall reinforced concrete wall.
2. the compound shear wall of using band concrete filled steel tube side column in steel-concrete mixed structure will make side column and shear wall reach better coordination in distortion, thereby make combination construction have better overall.
3. the concrete filled steel tube side column has higher bearing capacity and deformability than steel concrete sleeper, thereby makes shear wall have higher bearing capacity and shock resistance.
4. concrete filled steel tube side column and the diagonal cross shaped steel that is provided with in body of wall support, and will make shear wall itself have dual even triple lateral resisting systems.This structure applications will be changed the single shortcoming of combination construction anti-vibration defense lines in steel-concrete mixed structure, help steel-concrete mixed structure applying at home.
Description of drawings
Fig. 1 is embodiment one organigram that adopts girder with rolled steel section en cased in concrete.
Fig. 2 is the A-A sectional view of Fig. 1, and Fig. 3 is the C-C sectional view of Fig. 2, and Fig. 4 is the B-B sectional view of Fig. 1.
Fig. 5 is embodiment two organigrams that adopt reinforced concrete beam.
Fig. 6 is the A-A sectional view of Fig. 5, and Fig. 7 is the C-C sectional view of Fig. 6, and Fig. 8 is the B-B sectional view of Fig. 5
Fig. 9 is embodiment three organigrams that adopt girder steel.
Figure 10 is the A-A sectional view of Fig. 9, and Figure 11 is the C-C sectional view of Figure 10, and Figure 12 is the B-B sectional view of Fig. 9, and Figure 13 is embodiment four organigrams that diagonal cross shaped steel supporter is set in the body of wall.
Figure 14 is the A-A sectional view of Figure 13, and Figure 15 is the C-C sectional view of Figure 14, and Figure 16 is the B-B cut-away view of Figure 13.
More than among each figure: 1, concrete filled steel tube side column, 2, girder with rolled steel section en cased in concrete, 3, reinforced concrete wall, 4, i shaped steel, 5, the horizontal reinforcement in the body of wall, 6, the vertical reinforcement in the body of wall, 7, connecting reinforcement, 8, the horizontal reinforcement in the reinforced concrete beam, 9, the stirrup in the reinforced concrete beam, 10, peg, 11, diagonal cross shaped steel supporter, 12, reinforced concrete beam, 13, girder steel
The specific embodiment
Compound shear wall of the present invention, it is characterized in that: described reinforced concrete wall 3 both sides are provided with concrete filled steel tube side column 1, described concrete filled steel tube side column has concrete steel pipe 14 to constitute by internal casting, and the horizontal reinforcement 5 in described steel pipe and the body of wall is integrally welded.
Girder with rolled steel section en cased in concrete 2, reinforced concrete beam 12 or girder steel 13 have been horizontally set with on the above-mentioned reinforced concrete wall, vertical reinforcement 6 in described girder with rolled steel section en cased in concrete, reinforced concrete beam or girder steel and the body of wall links into an integrated entity, and its both side ends 15 is welded with the steel pipe of both sides concrete filled steel tube side column respectively mutually with 16.
Rounded, the square or rectangle of the steel tube section of above-mentioned concrete filled steel tube side column.
Be provided with diagonal cross shaped steel supporter 11 in the above-mentioned reinforced concrete wall, two upper ends 17 and 18 of this diagonal cross shaped steel supporter are welded in beam body both ends respectively, and two lower ends 19 and 20 are welded in the inboard of side column lower end respectively.
The present invention is novel, and is reasonable in design, easy to use, effective, and its market prospects are considerable.

Claims (5)

1, a kind of compound shear wall is characterized in that: described reinforced concrete wall both sides are provided with the concrete filled steel tube side column, and described concrete filled steel tube side column has concrete steel pipe to constitute by internal casting, and the horizontal reinforcement in described steel pipe and the body of wall is integrally welded.
2, compound shear wall according to claim 1, it is characterized in that: be horizontally set with girder with rolled steel section en cased in concrete, reinforced concrete beam or girder steel on the described reinforced concrete wall, vertical reinforcement in described girder with rolled steel section en cased in concrete, reinforced concrete beam or girder steel and the body of wall links into an integrated entity, and its both side ends is welded mutually with the steel pipe of both sides concrete filled steel tube side column respectively.
3, compound shear wall according to claim 1 and 2 is characterized in that: rounded, the square or rectangle of the steel tube section of described concrete filled steel tube side column.
4, compound shear wall according to claim 1 and 2, it is characterized in that: be provided with diagonal cross shaped steel supporter in the described reinforced concrete wall, two upper ends of this diagonal cross shaped steel supporter are welded in beam body both ends respectively, and two lower ends are welded in the inboard of side column lower end respectively.
5, compound shear wall according to claim 3, it is characterized in that: be provided with diagonal cross shaped steel supporter in the described reinforced concrete wall, two upper ends of this diagonal cross shaped steel supporter are welded in beam body both ends respectively, and two lower ends are welded in the inboard of side column lower end respectively.
CNB2006100454654A 2006-07-17 2006-07-17 Combined shear wall Expired - Fee Related CN100434601C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2006100454654A CN100434601C (en) 2006-07-17 2006-07-17 Combined shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2006100454654A CN100434601C (en) 2006-07-17 2006-07-17 Combined shear wall

Publications (2)

Publication Number Publication Date
CN1888339A true CN1888339A (en) 2007-01-03
CN100434601C CN100434601C (en) 2008-11-19

Family

ID=37577627

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2006100454654A Expired - Fee Related CN100434601C (en) 2006-07-17 2006-07-17 Combined shear wall

Country Status (1)

Country Link
CN (1) CN100434601C (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101881056A (en) * 2010-06-11 2010-11-10 北京工业大学 Internal division type laminated column frame-bilayer steel plate concrete combined shear wall and manufacturing method thereof
CN102936930A (en) * 2012-05-25 2013-02-20 北京工业大学 Built-in type steel column-lattice beam concrete combined shear wall and production method thereof
CN104674941A (en) * 2015-02-10 2015-06-03 海南大学 Tubular structure system capable of restoring functions
CN104818784A (en) * 2015-05-13 2015-08-05 中国建筑技术集团有限公司 Thin-wall steel-tube concrete frame and light-steel light-concrete combined shear wall and construction method thereof
CN104895220A (en) * 2015-06-17 2015-09-09 长春工程学院 Connecting joint of assembled profile steel confined concrete shear wall structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061408B (en) * 2013-01-09 2015-03-04 北京工业大学 Powerful confined concrete core wall with obvious columns and hidden beams

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2385010Y (en) * 1999-06-04 2000-06-28 同济大学 External mounted square steel tube concrete beam and column connecting node
KR100442636B1 (en) * 2002-08-30 2004-08-02 주식회사 포스코 Rib-reinforced steel shear wall system with slits
CN1609361A (en) * 2003-10-23 2005-04-27 李登满 Light-steel and heavy-steel or steel reinforced concrete frame combination mixed construction structure
KR100617242B1 (en) * 2004-10-26 2006-09-19 재단법인 포항산업과학연구원 A steel plate shear wall rigidly connected to the reinforced concrete frame and a working method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101881056A (en) * 2010-06-11 2010-11-10 北京工业大学 Internal division type laminated column frame-bilayer steel plate concrete combined shear wall and manufacturing method thereof
CN101881056B (en) * 2010-06-11 2011-12-07 北京工业大学 Internal division type laminated column frame-bilayer steel plate concrete combined shear wall and manufacturing method thereof
CN102936930A (en) * 2012-05-25 2013-02-20 北京工业大学 Built-in type steel column-lattice beam concrete combined shear wall and production method thereof
CN102936930B (en) * 2012-05-25 2015-07-22 北京工业大学 Built-in type steel column-lattice beam concrete combined shear wall and production method thereof
CN104674941A (en) * 2015-02-10 2015-06-03 海南大学 Tubular structure system capable of restoring functions
CN104818784A (en) * 2015-05-13 2015-08-05 中国建筑技术集团有限公司 Thin-wall steel-tube concrete frame and light-steel light-concrete combined shear wall and construction method thereof
CN104818784B (en) * 2015-05-13 2017-07-07 中国建筑技术集团有限公司 Thin wall steel tube concrete frame light-steel light-concrete compound shear wall and its engineering method
CN104895220A (en) * 2015-06-17 2015-09-09 长春工程学院 Connecting joint of assembled profile steel confined concrete shear wall structure

Also Published As

Publication number Publication date
CN100434601C (en) 2008-11-19

Similar Documents

Publication Publication Date Title
CN1888339A (en) Combined shear wall
CN201158899Y (en) Steel truss steel bone concrete beam
CN101029503A (en) Beam and pile assembled node of precast and prestressed concrete structure
CN101701485A (en) Hollow steel pipe-reinforced concrete superimposed member
CN200952215Y (en) Partial adhesive non-prestress fiber plastic concrete beam
CN202124961U (en) Profile steel concrete shear wall
CN202116975U (en) Subsection prefabrication casing wall for steel fiber concrete
CN1793587A (en) Square section concrete short pillar hiden with 'slant strength nucleocenter beam' and mfg. method thereof
CN101748859A (en) Steel-reinforced concrete core column and manufacturing method thereof
CN2895592Y (en) Steel-tube concrete special-shape column
CN202090458U (en) Anti-vibration damper of shear perforated mild steel building structure
CN2752358Y (en) Channel steel non-buckling energy-dissipating support
CN202787047U (en) Deck type triangular steel truss composite beam
CN101435235A (en) Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof
CN102704593B (en) Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method
CN2878559Y (en) Concrete reinforced bar supported abnormal cross-sectional short-legged shear wall with ladder lattice
CN102704595B (en) Shear wall with 'profile steel column-steel beam-steel support' embedded between steel tube concrete columns and manufacturing method
CN201671226U (en) Expanded flanged cross-shaped steel SRC column
CN2747302Y (en) Stee skeleton-pipe concrete column
CN201809873U (en) Reinforcing aseismatic beam for house
CN101074554A (en) Steel-pipe concrete assembled pier
CN2816171Y (en) Built-in section steel bar concrete composite concealed supprting shear wall
CN2763376Y (en) Energy dissipation device of lead grouted steel pipe bundle
CN201343796Y (en) Steel pipe concrete-steel support-steel plate enclosed concrete shear wall
CN1959027A (en) Structure of composite pile prepared from special section steel tube 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
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081119

Termination date: 20110717