CN2685429Y - Precasted deformed column for integral prestress assembling plate-column structure - Google Patents

Precasted deformed column for integral prestress assembling plate-column structure Download PDF

Info

Publication number
CN2685429Y
CN2685429Y CN 200320104453 CN200320104453U CN2685429Y CN 2685429 Y CN2685429 Y CN 2685429Y CN 200320104453 CN200320104453 CN 200320104453 CN 200320104453 U CN200320104453 U CN 200320104453U CN 2685429 Y CN2685429 Y CN 2685429Y
Authority
CN
China
Prior art keywords
column
deformed
cushion block
precast
post
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 - Fee Related
Application number
CN 200320104453
Other languages
Chinese (zh)
Inventor
柏文峰
翟辉
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.)
Kunming University of Science and Technology
Original Assignee
Kunming University of Science and Technology
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 Kunming University of Science and Technology filed Critical Kunming University of Science and Technology
Priority to CN 200320104453 priority Critical patent/CN2685429Y/en
Application granted granted Critical
Publication of CN2685429Y publication Critical patent/CN2685429Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The utility model relates to a precast deformed column for integral prestress assembling plate-column structure, which is composed of two parts including a deformed cross section column and a conversion heel block. The converging point of the deformed cross section column, a floor and an edge beam is provided with the conversion heel block which is integrally precast with the deformed cross section column. The same precast deformed column can be chosen with different cross section shapes in different floors. Concrete is poured after the steel reinforcements of the deformed cross section column and the conversion heel block are bonded and positioned, making the deformed cross section column and the conversion heel block be combined as an integral precast component, and the production of the precast deformed column is completed. The precast deformed column cooperates with a prestressing tendon and a reinforced concrete precast edge beam, a common heel block and the floor, forming a deformed column integral prestress assembling plate-column structure. The houses, with the integral prestress assembling plate-column structure as main structure, have no exposed columns, and the houses are easy to be arranged and used. The utility model can not only be applied to urban house constructions, but also be applied to village house and small town house constructions.

Description

The prefabricated special-shape column that is used for integrated prestress assembling slab column system
One. affiliated field:
Present technique relates to the special-shape column that is used for integrated prestress assembling slab column system, belongs to construction engineering technical field.
Two. background technology:
The frame construction dwelling house is divided flexibly, can be adapted to the requirement of building function sustainable development in the building life cycle with its plane and is used widely.The size dimension minimum of reinforced concrete frame structure (comprising cast-in-place framework and precast frame) rectangular section column must not be less than 300 millimeters, this size is often all more than 400 millimeters in the actual engineering, outside the outstanding metope of pillar, cause and reveal post in the room, make troubles to indoor furniture layout and use.For overcoming this drawback of cast-in-situ steel reinforced concrete frame construction, the cast-in-situ steel reinforced concrete heterotypic column racking configuration occurred, this system special-shape column limb is wide identical with wall thickness, does not reveal post in the room, this structural system has just obtained the extensive approval of real estate sector once release.At present, this system is promoted rapidly in the antidetonation area in the air and the low intensity area of providing fortification against earthquakes, but the application in the highly seismic region has been subjected to strict restriction, and main cause is as follows:
1. the column cross-section size of cast-in-situ steel reinforced concrete heterotypic column racking configuration is narrower, because frame column vertical reinforcement and Vierendeel girder horizontal reinforcement cross at the node place, causes reinforcing bar intensive, and concrete is difficult to vibration compacting, causes the node shock resistance to descend;
2. under action of horizontal seismic, Structure Beam-column node place produces the even numbers moment of flexure, and concrete is drawn, the alternating action of compressive stress, ftractures easily, reduces the rigidity of structure, and is unfavorable to antidetonation;
3. the heterotypic column racking configuration column cross-section size is narrower, and the cast-in-situ concrete difficulty of construction is big, and is long in time limit, and efficient is low, is unfavorable for the realization of housing industrialization.
From the analysis of above three aspects,, improving shock resistance, be convenient to construction, improving aspects such as industrialized level and be still waiting further to promote and improve though the cast-in-situ steel reinforced concrete heterotypic column racking configuration has promoted the service property (quality) of dwelling house.
Three. summary of the invention:
1. purpose: the present invention intends overcoming the deficiency of prior art, node place at the flooring absolute altitude is provided with the conversion cushion block, provide the prefabricated hetermorphiscal column in multiple cross section to cooperate integrated prestress assembling slab column system to use, with this structural system as multi-storey building, satisfying under the prerequisite of not revealing post between housing types, improving its shock resistance and industrialized level.
2. technical scheme:
The prefabricated special-shape column that the design relates to is by profiled-cross-section post 1, conversion cushion block 2 is formed, cooperate presstressed reinforcing steel 3, side bar 4, common cushion block 5, floor 6 is formed special-shape column integrated prestress assembling slab column systems, it is characterized in that at the node place of the flooring absolute altitude of the joint of profiled-cross-section post 1, side bar 4, floor 6 a conversion cushion block 2 being set.After the reinforcing bar binding of profiled-cross-section post 1 and conversion cushion block 2 was in place, concreting made the two be combined into an integral prefabricated member, and prefabricated special-shape column completes.Adopt presstressed reinforcing steel 3 in Vierendeel girder, presstressed reinforcing steel 3 penetrates the preformed hole on conversion cushion block 2 and the common cushion block 5, and framework is applied prestressing force, and that prefabricated special-shape column can adopt is square, T shape, L shaped or circular cross-section.By the use of conversion cushion block, same hetermorphiscal column can be selected the different cross section shape at different floors.
The job practices of this prefabricated special-shape column is:
(1) according to selected prefabricated post section form, processing template, the reinforcing bar of the reinforcing bar of colligation profiled-cross-section post and conversion cushion block;
(2) build profiled-cross-section post and the concrete of changing cushion block simultaneously, make the two form an integral prefabricated member, prefabricated special-shape column completes.
3. adopt the integrated prestress assembling slab column system of prefabricated special-shape column to compare following advantage with the cast-in-situ steel reinforced concrete heterotypic column racking configuration:
(1) adopt presstressed reinforcing steel to replace reinforcing bar in the Vierendeel girder, arrangement of reinforcement quantity is few, and the node concrete is easy to vibration compacting;
(2) since the cross section of conversion cushion block greater than the cross section of special-shape column, the reinforcing bar by node can obtain excellent protection, node concrete reliability is higher;
(3) under action of horizontal seismic, although integrated prestress assembling slab column system still produces the even numbers moment of flexure at the bean column node place, because prestressed existence, its node concrete is in pressure constant state, does not ftracture, and the recovery capability of structural rigidity is strong;
(4) prefabricated special-shape column is batch production production, the efficiency of construction height, and component quality is good, the requirement of the housing industrialization that is content with very little;
4. adopt the integrated prestress assembling slab column system of prefabricated special-shape column to compare following advantage with existing integrated prestress assembling slab column system:
(1) the frame column cross section of existing integrated prestress assembling slab column system can only be the square-section, reveal post between housing types, influence the use in room, and prefabricated special-shape column integrated prestress assembling slab column system can be selected suitable column section shape according to the building needs, do not reveal post between housing types, easy to use;
(2) the conversion cushion block can make same pillar select different cross sectional shapes at different floors, for architectural design is allowed some leeway.
Four. description of drawings:
Fig. 1 is the design's floor map, and 1 is the profiled-cross-section post among the figure, the 2nd, and conversion cushion block, the 3rd, presstressed reinforcing steel, the 4th, side bar, the 5th, common cushion block;
Fig. 2 is the A-A generalized section of Fig. 1;
Fig. 3 surveys schematic diagram for the design's axle, and 6 is floors among the figure.
Five. the specific embodiment:
The job practices of prefabricated special-shape column assembling slab column system:
(1) according to selected prefabricated post section form, processing template, the reinforcing bar of the reinforcing bar of colligation profiled-cross-section post and conversion cushion block;
(2) build profiled-cross-section post and the concrete of changing cushion block simultaneously, make the two form an integrated member, prefabricated special-shape column completes;
(3) build precast floor slab and common cushion block, side bar by designing requirement;
(4) treat that concrete reaches design strength after, erection construction supports temporarily, with prefabricated special-shape column, prefabricated side bar, precast floor slab and prefabricated common cushion block hoisted in position, between floor and the floor, form piece between floor and the side bar;
(5) will change seam between cushion block and floor, the side bar, seam high-early-strength microdilatancy mortar filled with mortar and vibration compacting between common cushion block and floor, the side bar, maintenance;
(6) treat that above-mentioned joint filler intensity reaches designing requirement after, presstressed reinforcing steel is penetrated in the preformed hole of conversion cushion block and common cushion block in place and apply prestressing force;
(7) in the preformed hole of conversion cushion block and common cushion block, pour in high-early-strength microdilatancy mortar, the piece with the joint filling of high strength micro expansion mortar, maintenance; After mortar reaches design strength in duct grouting and the piece, remove the interim support of construction, prefabricated special-shape column integrated prestress assembling slab column system construction is finished.

Claims (3)

1. the design relates to a kind of prefabricated special-shape column that is used for integrated prestress assembling slab column system, it is characterized in that: it is made up of profiled-cross-section post and conversion cushion block, in profiled-cross-section post (1), side bar (4), the node place at the flooring absolute altitude place of the joint of floor (6) is provided with a conversion cushion block (2), after the reinforcing bar binding of profiled-cross-section post (1) and conversion cushion block (2) is in place, concreting, make the two be combined into an integral prefabricated member, in Vierendeel girder, adopt presstressed reinforcing steel (4), it penetrates in the preformed hole of changing on cushion block (2) and the common cushion block (6), and preformed hole is in the milk.
2. prefabricated special-shape column according to claim 1 is characterized in that: the cross sectional shape of profiled-cross-section post (1) is square, T shape, L shaped or circular.
3. prefabricated hetermorphiscal column according to claim 1 is characterized in that: same profiled-cross-section post (1) at different floors with different cross sectional shapes.
CN 200320104453 2003-12-15 2003-12-15 Precasted deformed column for integral prestress assembling plate-column structure Expired - Fee Related CN2685429Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200320104453 CN2685429Y (en) 2003-12-15 2003-12-15 Precasted deformed column for integral prestress assembling plate-column structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200320104453 CN2685429Y (en) 2003-12-15 2003-12-15 Precasted deformed column for integral prestress assembling plate-column structure

Publications (1)

Publication Number Publication Date
CN2685429Y true CN2685429Y (en) 2005-03-16

Family

ID=34661554

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200320104453 Expired - Fee Related CN2685429Y (en) 2003-12-15 2003-12-15 Precasted deformed column for integral prestress assembling plate-column structure

Country Status (1)

Country Link
CN (1) CN2685429Y (en)

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101718119B (en) * 2009-11-17 2011-04-27 北京太空板业股份有限公司 Connecting construction method for assembled-type house building
CN101672070B (en) * 2009-10-30 2011-05-18 中国京冶工程技术有限公司 Slowly-bonded prestressed prefabricated integral frame joint system
CN103276796A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembly type special-shaped column steel structure frame-eccentric support system
CN104314167A (en) * 2014-10-25 2015-01-28 宋敬东 Prestressed assembly type building and assembly method thereof
CN105113629A (en) * 2015-09-15 2015-12-02 河北省建筑科学研究院 Low-rise concrete special-shaped column prefabricated type structure
CN107740523A (en) * 2017-10-13 2018-02-27 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107795050A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107795053A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107795051A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107842140A (en) * 2017-10-13 2018-03-27 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107893493A (en) * 2017-10-13 2018-04-10 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107893494A (en) * 2017-10-13 2018-04-10 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905420A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905421A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905425A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107956264A (en) * 2017-10-13 2018-04-24 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107956263A (en) * 2017-10-13 2018-04-24 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975174A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975173A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975171A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975172A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975170A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975175A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
TWI659143B (en) * 2017-09-07 2019-05-11 Ruentex Engineering & Construction Co., Ltd. Method of laying out abnormal-shaped grid decks

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101672070B (en) * 2009-10-30 2011-05-18 中国京冶工程技术有限公司 Slowly-bonded prestressed prefabricated integral frame joint system
CN101718119B (en) * 2009-11-17 2011-04-27 北京太空板业股份有限公司 Connecting construction method for assembled-type house building
CN103276796A (en) * 2013-06-10 2013-09-04 北京工业大学 Industrialized assembly type special-shaped column steel structure frame-eccentric support system
CN103276796B (en) * 2013-06-10 2015-03-04 北京工业大学 Industrialized assembly type special-shaped column steel structure frame-eccentric support system
CN104314167A (en) * 2014-10-25 2015-01-28 宋敬东 Prestressed assembly type building and assembly method thereof
CN105113629A (en) * 2015-09-15 2015-12-02 河北省建筑科学研究院 Low-rise concrete special-shaped column prefabricated type structure
TWI659143B (en) * 2017-09-07 2019-05-11 Ruentex Engineering & Construction Co., Ltd. Method of laying out abnormal-shaped grid decks
CN107795050A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107795053A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107795051A (en) * 2017-10-13 2018-03-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107842140A (en) * 2017-10-13 2018-03-27 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107893493A (en) * 2017-10-13 2018-04-10 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107740523A (en) * 2017-10-13 2018-02-27 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905420A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905421A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107905425A (en) * 2017-10-13 2018-04-13 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107956264A (en) * 2017-10-13 2018-04-24 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107956263A (en) * 2017-10-13 2018-04-24 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975174A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975173A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975171A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975172A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975170A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107975175A (en) * 2017-10-13 2018-05-01 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit
CN107893494A (en) * 2017-10-13 2018-04-10 四川动和工程咨询有限公司 A kind of anti-dropout precast floor slab unit

Similar Documents

Publication Publication Date Title
CN2685429Y (en) Precasted deformed column for integral prestress assembling plate-column structure
Pujol et al. Masonry infill walls: an effective alternative for seismic strengthening of low-rise reinforced concrete building structures
KR20180115736A (en) Stainless steel wall trusses
CN102261189A (en) Assembly-cast-in-situ type close column structure used in residential building with shear wall system
CN104499567A (en) Frame structure, frame structure assembly and prefabricating and constructing methods of frame structure assembly
CN110821004A (en) Assembled wall body using high-ductility TRC composite material as permanent formwork and construction method
CN203334698U (en) Locating device of connector of prefabricated assembling column and rebar sleeve
CN110616804A (en) Assembled steel structure and construction method thereof
CN108643429B (en) But height-adjusting's assembled coincide floor
CN202202412U (en) Rectangular steel pipe concrete special-shaped column-steel beam framework middle node
CN108222270B (en) Assembling construction building method of prefabricated building
CN204530982U (en) A kind of prefabricated assembled special-shaped wallette limb industrialization Housing Structure System
CN1470720A (en) Suspension type steel concrete residence structure
CN210529928U (en) Prefabricated reinforced concrete convex support body for frame structure
CN108625491B (en) Assembled H profile steel column-isolated footing-concrete collar tie beam L shape connecting node
CN1313688C (en) Low-storey building and single-storey house anti-seismic building method
CN2583234Y (en) On site pouring reinforced concrete hollow cavity shearing wall
CN202202413U (en) Rectangular steel tube concrete special-shaped column and steel beam frame corner node
CN112267571B (en) Prefabricated section steel concrete column and profiled steel sheet composite board connecting joint and construction method
CN213926750U (en) Steel pipe concrete column top and sandwich concrete composite plate node
CN210049379U (en) Steel concrete combined frame column assembly type structure system
CN108412036B (en) Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node
CN216109028U (en) Profile steel connecting structure of precast concrete tubular pile node
CN1137321C (en) Method for building multistoried and small high-rise residence
CN211548015U (en) Prefabricated assembled steel-concrete composite beam

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee
C19 Lapse of patent right due to non-payment of the annual fee