CN106592965A - Quick support system of high-rise steel structure house composite floor slab - Google Patents

Quick support system of high-rise steel structure house composite floor slab Download PDF

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Publication number
CN106592965A
CN106592965A CN201611218718.3A CN201611218718A CN106592965A CN 106592965 A CN106592965 A CN 106592965A CN 201611218718 A CN201611218718 A CN 201611218718A CN 106592965 A CN106592965 A CN 106592965A
Authority
CN
China
Prior art keywords
steel
plane
crossbeam
support
shaped
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
Application number
CN201611218718.3A
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Chinese (zh)
Inventor
姚守涛
陈晨
张庆
霍朝勃
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.)
Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
Original Assignee
Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
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 Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd filed Critical Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
Priority to CN201611218718.3A priority Critical patent/CN106592965A/en
Publication of CN106592965A publication Critical patent/CN106592965A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/483Supporting heads

Abstract

The invention discloses a quick support system of a high-rise steel structure house composite floor slab. The quick support system comprises H-shaped steel beams, support frames and precast slabs which are arranged symmetrically. Each H-shaped steel beam comprises an upper plane 1, a lower plane 2, and a longitudinal face 3, wherein the longitudinal face 3 connected with the upper plane 1 and the lower plane 2 is arranged in the vertical direction. Each support frame comprises height-adjustable U-shaped brackets 4 and a crossbeam 5, wherein the height-adjustable U-shaped brackets 4 are placed on the corresponding lower plane 2, and the crossbeam 5 is placed in U-shaped grooves of the corresponding height-adjustable U-shaped brackets 4. The crossbeams push upper flange slabs of the H-shaped steel beams through the height-adjustable U-shaped brackets, safety and reliability are achieved, and meanwhile dismounting is convenient; and large construction loads can be borne, groove steel is used as the support crossbeams, deflection of the precast slabs in the process of concrete pouring can be significantly reduced, and the molding quality of the floor slab is improved.

Description

The quick support system of high-rise steel structure house laminated floor slab
Technical field
The present invention relates to the realm of building construction, particularly belongs to the quick support system of high-rise steel structure house laminated floor slab.
Background technology
More than hundred million tons, developed country's steel building area accounts for overall floorage more than 10% to China's steel production capacity surplus, Beautiful, day is more than 40%, and China is less than 5% at present.China is used as the maximum country of construction scope in the world, steel yield, steel Structural construction development potentiality is huge.In the work progress of steel structure building laminated floor slab, operation is supported to be very important one Individual link.
The construction of steel structure building laminated floor slab is typically necessary setting vertical supporting, as steel-structure factory building has area Greatly, the characteristics of story height, some story heights are more than 6 meters.Conventional template is in the form of vertical vertical rod support, and the length of vertical rod Degree is also relatively higher to have unstability risk, therefore there is the deficiencies such as construction cost is high, construction speed is slow, security risk is big.
The girder steel of steel-structure factory building typically adopts H shaped steel, and using its given shape, we can be jacking and crossbeam It is supported on the edge of a wing of H section steel beams, so as to design a kind of quick support system.
The content of the invention
It is an object of the invention to provide a kind of construction cost is low, the fast high-rise steel structure house laminated floor slab of speed of application is fast Fast support system.
The technical solution used in the present invention is:
The quick support system of high-rise steel structure house laminated floor slab, including symmetrical H profile steel beam, bracing frame, precoated plate, the H Section steel beam includes plane 1, lower plane 2, and the vertical face 3 of the vertical direction of the upper plane 1 of connection and lower plane 2;The support Frame includes the U-shaped jacking 4 and crossbeam 5 of regulating height, and the U-shaped jacking 4 of regulating height is positioned on lower plane 2, and crossbeam 5 is put It is placed in the U-lag of U-shaped jacking 4 of regulating height, crossbeam 5 is held out against in upper plane 1 by adjusting the height of U-shaped jacking 4 Bottom surface, precoated plate 6 are laid on crossbeam 5.
The crossbeam 5 is made up of channel-section steel.
Described 5 two ends of crossbeam are supported by the U-shaped jacking 4 of two symmetrical regulating heights respectively.
The present invention is supported on precoated plate on girder steel using the given shape of steel-structure factory building H section steel beams.The support system System is made up of three parts:H section steel beams, bracing frame, precoated plate.Specifically arrange on the bottom wing listrium of Factory Building H section steel beams The U-shaped jacking of adjustable height, every crossbeam two ends are held out against on girder steel top flange plate with the U-shaped jacking of adjustable height respectively, edge Some U-shaped jackings and crossbeam are arranged in girder steel direction, can lay laminated floor slab and pour top concrete after leveling.
Crossbeam holds out against the top flange plate of H section steel beams by the U-shaped jacking of adjustable height, safe and reliable, while also allowing for tearing open Unload, and support system can be made to be applied to the H section steel beams of different size specification.The rigidity of channel-section steel is very big, can bear larger Construction loads, the amount of deflection of precoated plate during being significantly reduced casting concrete as support beam using channel-section steel improve flooring The Forming Quality of plate.
The Advantageous Effects of the present invention are as follows:
(1)U-shaped jacking adjustable-height, high low range scalable 20cm, convenient construction, strong adaptability, while being equipped with different thick The rubber sheet gasket of degree, is conveniently adjusted crossbeam level.
(2)The support system of the present invention, need not set up vertical supporting, save space, while it is higher perpendicular to eliminate floor height To the risk for supporting easy unstability.
(3)The channel-section steel for having used rigidity larger increases the single span of steel building as crossbeam, while precoated plate Amount of deflection it is less, Forming Quality is also more preferable.
(4)After concrete strength reaches form removal requirement, U-shaped jacking is adjusted directly down and can quickly realize supporting removal, Speed of application is improve, the number of turnover is more, reduces cost.
Description of the drawings
Fig. 1 is the structural representation of support system of the present invention.
A-a profiles of the Fig. 2 for Fig. 1.
Specific embodiment
Embodiments of the invention are described in detail with reference to the accompanying drawings.
Referring to accompanying drawing, the quick support system of high-rise steel structure house laminated floor slab, including symmetrical H profile steel beam, bracing frame, Precoated plate, the H profile steel beam include that plane 1 is vertical with the vertical direction of lower plane 2 on plane 1, lower plane 2, and connection Face 3;Support frame as described above includes the U-shaped jacking 4 and crossbeam 5 of regulating height, and the U-shaped jacking 4 of regulating height is positioned over lower putting down On face 2, crossbeam 5 is positioned in the U-lag of U-shaped jacking 4 of regulating height, by adjusting the height of U-shaped jacking 4 by crossbeam 5 Hold out against in 1 bottom surface of upper plane, precoated plate 6 is laid on crossbeam 5.
Crossbeam 5 is made up of channel-section steel, and 5 two ends of crossbeam are supported by the U-shaped jacking 4 of two symmetrical regulating heights respectively.
Existing high-rise steel structure Factory Building laminated floor slab is briefly described, steel-structure factory building laminated floor slab system is general Including support system and superimposed sheet system, said support system is mainly H-shaped girder steel, laterally disposed similar to I-shaped;It is folded Plywood system is the assembled integral floor being formed by stacking by precoated plate and cast-in-situ steel reinforced concrete layer, in work progress, prefabricated Plate needs vertical supporting, the present invention mainly to solve vertical supporting as the permanent formwork of cast-in-situ steel reinforced concrete overlapping layers Problem.
Fig. 1 is one embodiment of the present of invention, and the U-shaped top of adjustable height is placed specifically on the lower plane 2 of H profile steel beam Support 4, crossbeam 5 is placed in the U-lag of U-shaped jacking, by the regulation up and down of U-shaped jacking, crossbeam 5 is held out against the upper of H profile steel beam In plane 1.
The upper edge at 5 two ends of crossbeam can be encased inside the rubber blanket of different-thickness, to realize the leveling of crossbeam.
Along H profile steel beam length direction interval, 50cm places a U-shaped jacking, and the length of crossbeam is less than the span of H profile steel beam 5cm, crossbeam adopt 10# channel-section steels, and notch is downward.
After all crossbeams 5 are installed, you can laying precoated plate 6, top bars concrete is poured.
Treat that cast-in-place concrete intensity reaches form removal requirement, can quickly realize removing crossbeam by adjusting downwards U-shaped jacking, U-shaped jacking and crossbeam can go to subsequent work face week and be continuing with.
Embodiment described above only expresses one embodiment of the present invention, and its description is more concrete and detailed, but and Therefore the restriction to the scope of the claims of the present invention can not be interpreted as.It should be pointed out that for one of ordinary skill in the art For, without departing from the inventive concept of the premise, some deformations and improvement can also be made, these belong to the guarantor of the present invention Shield scope.Therefore, the protection domain of patent of the present invention should be defined by claims.

Claims (3)

1. the quick support system of high-rise steel structure house laminated floor slab, including symmetrical H profile steel beam, bracing frame, precoated plate, which is special Levy and be, the H profile steel beam includes plane(1), lower plane(2), and the upper plane of connection(1)With lower plane(2)It is perpendicular Nogata to vertical face(3);Support frame as described above includes the U-shaped jacking of regulating height(4)And crossbeam(5), the U-shaped of regulating height Jacking(4)It is positioned over lower plane(2)On, crossbeam(5)It is positioned over the U-shaped jacking of regulating height(4)U-lag in, by adjust Section U-shaped jacking(4)Height by crossbeam(5)Hold out against in upper plane(1)Bottom surface, precoated plate(6)It is laid in crossbeam(5)On.
2. the quick support system of high-rise steel structure house according to claim 1 laminated floor slab, its feature is being, described Crossbeam(5)It is made up of channel-section steel.
3. the quick support system of high-rise steel structure house according to claim 1 laminated floor slab, its feature is being, described Crossbeam(5)Two ends are respectively by the U-shaped jacking of two symmetrical regulating heights(4)Support.
CN201611218718.3A 2016-12-26 2016-12-26 Quick support system of high-rise steel structure house composite floor slab Pending CN106592965A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611218718.3A CN106592965A (en) 2016-12-26 2016-12-26 Quick support system of high-rise steel structure house composite floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611218718.3A CN106592965A (en) 2016-12-26 2016-12-26 Quick support system of high-rise steel structure house composite floor slab

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Publication Number Publication Date
CN106592965A true CN106592965A (en) 2017-04-26

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795124A (en) * 2017-10-31 2018-03-13 中建四局第六建筑工程有限公司 A kind of laminated floor slab truss support device for steel building
CN108222347A (en) * 2018-03-03 2018-06-29 北京工业大学 A kind of big module welding overlapping beam slab of the assembled with plane girder temporary support
CN108301546A (en) * 2018-03-03 2018-07-20 北京工业大学 A kind of big module overlapping contignation of the assembled with plane girder temporary support
CN108301545A (en) * 2018-03-03 2018-07-20 北京工业大学 A kind of big module overlapping contignation of the assembled with space truss temporary support
CN108360723A (en) * 2018-03-03 2018-08-03 北京工业大学 A kind of half welding overlapping contignation of the big module of the assembled with space truss temporary support
CN109812005A (en) * 2019-01-31 2019-05-28 中国建筑第八工程局有限公司 The support device and its construction method of cantilevered plate on fashioned iron
CN110409809A (en) * 2019-07-26 2019-11-05 中国矿业大学 Bracket and its construction method are supported for the construction of prefabricated superimposed sheet
CN110700573A (en) * 2019-10-11 2020-01-17 重庆建工建筑产业技术研究院有限公司 Construction method, device and application of formwork support system adopting steel beam
CN110805271A (en) * 2019-11-27 2020-02-18 河南城建学院 Prestressed type template system for laminated floor slab construction
CN111549948A (en) * 2020-05-22 2020-08-18 中国十七冶集团有限公司 Fixing structure and method for steel structure residential composite floor slab and overhead floor

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102146731A (en) * 2011-03-08 2011-08-10 浙江梁湖建设有限公司 Supporting structure for floor formwork of steel structure building and construction method
CN203160732U (en) * 2013-03-26 2013-08-28 中国十七冶集团有限公司 Building stacking composite floor slab adjustable supporting frame
CN103572874A (en) * 2013-11-21 2014-02-12 西南科技大学 Method for constructing reinforced concrete composite floor slab of steel frame house
CN203475665U (en) * 2013-08-16 2014-03-12 威海奥华钢结构有限公司 Connecting structure of steel beam and composite floor slab of building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102146731A (en) * 2011-03-08 2011-08-10 浙江梁湖建设有限公司 Supporting structure for floor formwork of steel structure building and construction method
CN203160732U (en) * 2013-03-26 2013-08-28 中国十七冶集团有限公司 Building stacking composite floor slab adjustable supporting frame
CN203475665U (en) * 2013-08-16 2014-03-12 威海奥华钢结构有限公司 Connecting structure of steel beam and composite floor slab of building
CN103572874A (en) * 2013-11-21 2014-02-12 西南科技大学 Method for constructing reinforced concrete composite floor slab of steel frame house

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795124A (en) * 2017-10-31 2018-03-13 中建四局第六建筑工程有限公司 A kind of laminated floor slab truss support device for steel building
CN108222347A (en) * 2018-03-03 2018-06-29 北京工业大学 A kind of big module welding overlapping beam slab of the assembled with plane girder temporary support
CN108301546A (en) * 2018-03-03 2018-07-20 北京工业大学 A kind of big module overlapping contignation of the assembled with plane girder temporary support
CN108301545A (en) * 2018-03-03 2018-07-20 北京工业大学 A kind of big module overlapping contignation of the assembled with space truss temporary support
CN108360723A (en) * 2018-03-03 2018-08-03 北京工业大学 A kind of half welding overlapping contignation of the big module of the assembled with space truss temporary support
CN108301546B (en) * 2018-03-03 2020-06-19 北京工业大学 Assembled large-module superposed beam plate structure with plane truss temporary support
CN109812005A (en) * 2019-01-31 2019-05-28 中国建筑第八工程局有限公司 The support device and its construction method of cantilevered plate on fashioned iron
CN110409809A (en) * 2019-07-26 2019-11-05 中国矿业大学 Bracket and its construction method are supported for the construction of prefabricated superimposed sheet
CN110700573A (en) * 2019-10-11 2020-01-17 重庆建工建筑产业技术研究院有限公司 Construction method, device and application of formwork support system adopting steel beam
CN110805271A (en) * 2019-11-27 2020-02-18 河南城建学院 Prestressed type template system for laminated floor slab construction
CN110805271B (en) * 2019-11-27 2021-07-13 河南城建学院 Prestressed type template system for laminated floor slab construction
CN111549948A (en) * 2020-05-22 2020-08-18 中国十七冶集团有限公司 Fixing structure and method for steel structure residential composite floor slab and overhead floor

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Application publication date: 20170426

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