CN106121223B - A kind of telescopic beam form stent of three fulcrums - Google Patents

A kind of telescopic beam form stent of three fulcrums Download PDF

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Publication number
CN106121223B
CN106121223B CN201610762361.9A CN201610762361A CN106121223B CN 106121223 B CN106121223 B CN 106121223B CN 201610762361 A CN201610762361 A CN 201610762361A CN 106121223 B CN106121223 B CN 106121223B
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CN
China
Prior art keywords
beam column
telescopic
interior
fulcrums
form stent
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
CN201610762361.9A
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Chinese (zh)
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CN106121223A (en
Inventor
余贤英
肖斯昕
肖纹篯
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Fuzhou Gulou Wenying Construction Engineering Co ltd
Original Assignee
Fuzhou No3 Construction Engineering Co Ltd
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Publication date
Application filed by Fuzhou No3 Construction Engineering Co Ltd filed Critical Fuzhou No3 Construction Engineering Co Ltd
Priority to CN201610762361.9A priority Critical patent/CN106121223B/en
Publication of CN106121223A publication Critical patent/CN106121223A/en
Application granted granted Critical
Publication of CN106121223B publication Critical patent/CN106121223B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • 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
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The present invention provides a kind of three fulcrums telescopic beam form stent, is mainly used in formwork engineering, is the composition accessory of tool-type formwork system.The beam form stent includes outer beam column, interior beam column, scalable hound and rod end lifting support, and the outer beam column and interior beam column are horizontally disposed with, and the interior beam column right part is nested on the left part of outer beam column, and interior beam column can be moved along outer beam column axial stretching;Scalable hound is hinged on the downside of the left part of the outer beam column, the lower end of the scalable hound is supported on the side of heavy frame;The right part of the outer beam column sets rod end lifting support, and the rod end lifting support is mounted on the top of heavy frame.The telescopic beam form stent of three fulcrums using the present invention can make existing tool-type formwork system versatility and adaptability stronger, to tackle in formwork engineering, situations such as fulcrum of beam is changeable, beam clear span is changeable, with using flexible, load is reliable, it is reusable the features such as.

Description

A kind of telescopic beam form stent of three fulcrums
Technical field
The present invention relates to building fields, and in particular to a kind of telescopic beam form of three fulcrums used for beam form slab supporting Stent.
Background technology
Traditional beam form stent mainly using based on steel pipe, flitch, U supports, coordinates split bolt and timber wedge to carry out beam form Install and reinforce, such beam form strutting system is with low content of technology, and lumber consumption is big, take a lot of work, take, turnover rate it is low, comprehensive cost It is high, easy rise mould or race mould and other issues occur.
In recent years, with the high speed development of home and abroad construction market, construction project scale constantly expands, it is all kinds of large-scale and Super-huge industry and civil building engineering, especially group project continue to bring out;As domestic labour is increasingly in short supply, forest Excessively felling, manually monovalent also to rise steadily with timber price, the pressure of cost control is increasing;With people's life water The continuous improvement of gentle level of education, troxerutine tabtets are more and more stronger, also higher and higher to the quality and environmental requirement of engineering.It passes The beam form strutting system of system has been unable to meet development need, and a kind of standardization level of urgent need development is high, versatile, economy It is good, quality is secure, energy-saving and environment-friendly beam form stake body, to meet construction market development need.
The content of the invention
In view of above-mentioned deficiencies of the prior art, it is an object of the invention to provide one kind for improving tool-type formwork system Versatility and adaptability the telescopic beam form stent of three fulcrums.
Technical program of the present invention lies in:A kind of telescopic beam form stent of three fulcrums, including outer beam column, interior beam column, can Telescopic bracing bar and rod end lifting support, the outer beam column and interior beam column are horizontally disposed with, and the interior beam column right part is nested with outside On the left part of beam column, and interior beam column can be moved along outer beam column axial stretching;Being hinged on the downside of the left part of the outer beam column can Telescopic bracing bar, the lower end of the scalable hound are supported on the side of heavy frame;The right part of the outer beam column is provided with Rod end lifting support, the rod end lifting support are mounted on the top of heavy frame.
In order to enable the upper supporting surface of interior beam column and outer beam column in the same horizontal line, in the section of stretching out of the interior beam column It is provided in the section of stretching out for mending thick ring or the interior beam column and is provided with deep gouge, be provided in the deep gouge and mend hassock block.
It is connected for the ease of interior beam column with other heavy frames or link, the left end of the interior beam column is provided with connection Hole.
Preferably, the scalable hound includes upper support bar, diamond shape telescopic frame and lower support bar, the upper support Bar and lower support bar are respectively hinged at two hinge joints on a pair of of linea angulata of diamond shape telescopic frame;The diamond shape telescopic frame it is another Telescopic rod component is provided between two hinge joints on a pair of of linea angulata.
Preferably, the telescopic rod component includes two screw rods and intermediate barrel;The screw pitch of two screw rods is identical; The two-part internal thread screw pitch of the intermediate barrel or so is identical, oppositely oriented;Two screw rods are screwed onto middle screw respectively Cylinder both ends;The outer end of two screw rods is respectively hinged on two hinge joints on another diagonal of diamond shape telescopic frame.
Preferably, the middle part periphery of the intermediate barrel is provided with rotating operation hole or rotating operation protrusion.
Preferably, the rod end lifting support includes bearing body, screw rod and barrel structure;Is provided on the bearing body One vertical screw hole has the second vertical screw hole in the barrel structure;The thread pitch of two parts up and down of the screw rod is equal, spiral shell Line is oppositely oriented;Rotating operation hole or rotating operation protrusion are provided in the middle part of the screw rod;It is perpendicular that the lower part of screw rod screws in first To screw hole, the top of the screw rod screws in the second vertical screw hole.
The advantage of the invention is that:The telescopic beam form stent of three fulcrums of the present invention is mainly used in formwork engineering, is The composition accessory of tool-type formwork system.The telescopic beam form stent of three fulcrums using the present invention can make existing tool-type Formwork system versatility and adaptability are stronger, to tackle in formwork engineering, the feelings such as the fulcrum of beam is changeable, beam clear span is changeable Condition, with using flexible, load is reliable, it is reusable the features such as.
Description of the drawings
Fig. 1 is the structure diagram of the telescopic beam form stent of three fulcrums in embodiment.
Fig. 2 is the structure diagram of scalable hound in embodiment.
Fig. 3 is the structure diagram of rod end lifting support in embodiment.
In figure:1-outer beam column, 2-interior beam column, 3-scalable hound, 4-rod end lifting support, 5-heavy frame, The thick ring of 6-benefit, 7-benefit hassock block, 8-connecting hole, 9-upper support bar, 10-diamond shape telescopic frame, 11-lower support bar, 12-brace bearing, 13-screw rod, 14-centre barrel, 15-operation knob, 16-bearing body, 17-screw rod, 18-barrel Structure, 19-rotating operation hole or rotating operation protrusion.
Specific embodiment
In order to which technical scheme and technique effect can be clearer and more comprehensible, below and coordinate attached drawing, make specifically It is bright.
As shown in Figure 1, the present invention the telescopic beam form stent of three fulcrums include outer beam column 1, interior beam column 2, it is scalable tiltedly Strut 3 and rod end lifting support 4, the outer beam column 1 and interior beam column 2 are horizontally disposed, and interior 2 right part of beam column is nested in Wai Liang On the left part of bar 1, and interior beam column 2 can be moved along outer 1 axial stretching of beam column.
Scalable hound 3, the lower end branch of the scalable hound 3 are hinged on the downside of the left part of the outer beam column 1 Support is in the side of heavy frame 5;The right part of the outer beam column 1 sets rod end lifting support 4, and the rod end lifting support 4 is pacified Mounted in the top of heavy frame 5.
In order to enable the upper supporting surface of interior beam column 2 and outer beam column 1 in the same horizontal line, the stretching of the interior beam column 2 It is provided in section in the section of stretching out for mending thick ring 6 or the interior beam column 2 and is provided with deep gouge, benefit hassock is provided in the deep gouge Block 7.
It is connected for the ease of interior beam column 2 with other heavy frames 5 or link, the left end of the interior beam column 2 is provided with company Connect hole 8.
As shown in Fig. 2, in the present embodiment, the scalable hound 3 includes upper support bar 9, diamond shape telescopic frame 10 With lower support bar 11, the lower end of the lower support bar 11 is provided with brace bearing 12, and the upper support bar 9 and lower support bar 11 divide Two hinge joints not being hinged on a pair of of linea angulata of diamond shape telescopic frame 10;On another diagonal of the diamond shape telescopic frame 10 Two hinge joints between be provided with telescopic rod component.
As shown in Fig. 2, in the present embodiment, the telescopic rod component includes two screw rods 13 and intermediate barrel 14;Institute The screw pitch for stating two screw rods is identical;The two-part internal thread screw pitch of the intermediate barrel or so is identical, oppositely oriented;Described two Screw rod is screwed onto intermediate barrel both ends respectively;The outer end of two screw rods is respectively hinged at the another diagonal of diamond shape telescopic frame On two hinge joints on line.
As shown in Fig. 2, in the present embodiment, the middle part periphery of the intermediate barrel 14 is provided with rotating operation hole or rotation Protrusion is operated, such as:Operation knob 15 etc..
As shown in figure 3, in the present embodiment, the rod end lifting support 4 includes bearing body 16, screw rod 17 and barrel structure 18;The first vertical screw hole is provided on the bearing body, there is the second vertical screw hole in the barrel structure;The screw rod it is upper Lower two parts thread pitch is equal, and thread rotary orientation is opposite;Rotating operation hole is provided in the middle part of the screw rod or rotating operation is convex Portion 19;The lower part of screw rod screws in the first vertical screw hole, and the top of the screw rod screws in the second vertical screw hole.
The foregoing is merely presently preferred embodiments of the present invention, all equivalent changes done according to scope of the present invention patent with Modification should all belong to the covering scope of the present invention.

Claims (7)

1. a kind of telescopic beam form stent of three fulcrums lifts branch including outer beam column, interior beam column, scalable hound and rod end Seat, the outer beam column and interior beam column are horizontally disposed with, it is characterised in that:The interior beam column right part is nested in the left part of outer beam column On, and interior beam column can be moved along outer beam column axial stretching;Scalable hound, institute are hinged on the downside of the left part of the outer beam column The right part for stating outer beam column sets rod end lifting support.
2. the telescopic beam form stent of three fulcrums according to claim 1, it is characterised in that:The section of stretching out of the interior beam column On be provided in the section of stretching out for mending thick ring or the interior beam column and be provided with deep gouge, be provided in the deep gouge and mend hassock block.
3. the telescopic beam form stent of three fulcrums according to claim 1, it is characterised in that:The left end of the interior beam column is set It is equipped with connecting hole.
4. the telescopic beam form stent of three fulcrums according to claim 1, it is characterised in that:The scalable hound bag Upper support bar, diamond shape telescopic frame and lower support bar are included, the upper support bar and lower support bar are respectively hinged at diamond shape telescopic frame Two hinge joints on a pair of of linea angulata of frame;Being provided between two hinge joints on another diagonal of the diamond shape telescopic frame can Retractable rod.
5. the telescopic beam form stent of three fulcrums according to claim 4, it is characterised in that:The telescopic rod component bag Include two screw rods and intermediate barrel;The screw pitch of two screw rods is identical;The two-part internal thread spiral shell of the intermediate barrel or so It is oppositely oriented away from identical;Two screw rods are screwed onto intermediate barrel both ends respectively;The outer end of two screw rods is respectively articulated with On two hinge joints on another diagonal of diamond shape telescopic frame.
6. the telescopic beam form stent of three fulcrums according to claim 5, it is characterised in that:The middle part of the intermediate barrel Periphery is provided with rotating operation hole or rotating operation protrusion.
7. the telescopic beam form stent of three fulcrums according to claim 1, it is characterised in that:The rod end lifting support bag Include bearing body, screw rod and barrel structure;The first vertical screw hole is provided on the bearing body, has second in the barrel structure Vertical screw hole;The thread pitch of two parts up and down of the screw rod is equal, and thread rotary orientation is opposite;It is provided with and turns in the middle part of the screw rod Dynamic handle hole or rotating operation protrusion;The lower part of screw rod screws in the first vertical screw hole, and the top of the screw rod screws in second vertically Screw hole.
CN201610762361.9A 2016-08-30 2016-08-30 A kind of telescopic beam form stent of three fulcrums Expired - Fee Related CN106121223B (en)

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Application Number Priority Date Filing Date Title
CN201610762361.9A CN106121223B (en) 2016-08-30 2016-08-30 A kind of telescopic beam form stent of three fulcrums

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CN106121223B true CN106121223B (en) 2018-06-05

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110029827B (en) * 2019-04-22 2022-03-29 海南大学 Telescopic limiting component for supporting embedded part and construction method thereof
CN112376939A (en) * 2020-10-23 2021-02-19 安徽一品小院建筑科技有限公司 Prefabricated reinforced concrete frame structure supports and consolidates node component

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0064183A2 (en) * 1981-05-02 1982-11-10 Josef Maier Climbing form
CN2031818U (en) * 1988-04-30 1989-02-01 陈伟明 Adjustable flat-plate form quick-supporting device without stay
CN202031344U (en) * 2011-04-26 2011-11-09 刘顺华 Multifunctional combined bracket
CN202100000U (en) * 2011-06-13 2012-01-04 重庆甲诚实业发展有限公司 Adjustable bracket girder structure for building template
CN203475789U (en) * 2013-09-30 2014-03-12 新乡职业技术学院 Adjustable support for building
CN104947932A (en) * 2015-06-29 2015-09-30 中国新兴保信建设总公司 Reinforcement tool for beam template
CN205100548U (en) * 2015-10-13 2016-03-23 天津速安达新型建筑支撑有限公司 Secondary joist with adjustable it is one -way
CN205348764U (en) * 2016-01-13 2016-06-29 燕山大学 Adjustable length type fish belly formula floor braced system is striden to height

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0064183A2 (en) * 1981-05-02 1982-11-10 Josef Maier Climbing form
CN2031818U (en) * 1988-04-30 1989-02-01 陈伟明 Adjustable flat-plate form quick-supporting device without stay
CN202031344U (en) * 2011-04-26 2011-11-09 刘顺华 Multifunctional combined bracket
CN202100000U (en) * 2011-06-13 2012-01-04 重庆甲诚实业发展有限公司 Adjustable bracket girder structure for building template
CN203475789U (en) * 2013-09-30 2014-03-12 新乡职业技术学院 Adjustable support for building
CN104947932A (en) * 2015-06-29 2015-09-30 中国新兴保信建设总公司 Reinforcement tool for beam template
CN205100548U (en) * 2015-10-13 2016-03-23 天津速安达新型建筑支撑有限公司 Secondary joist with adjustable it is one -way
CN205348764U (en) * 2016-01-13 2016-06-29 燕山大学 Adjustable length type fish belly formula floor braced system is striden to height

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Effective date of registration: 20210203

Address after: 350000 the fourth office on the southeast side of the comprehensive seventh floor of the city construction building, 315 Fuxin Road, Shuibu street, Gulou District, Fuzhou City, Fujian Province

Patentee after: Fuzhou Gulou Wenying Construction Engineering Co.,Ltd.

Address before: 350011 Fuxin intersection, north section of Liuyi Road, Gulou District, Fuzhou City, Fujian Province

Patentee before: FUJIAN THIRD CONSTRUCTION ENGINEERING Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180605