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CN201169915Y - Concrete beam and column clamp support - Google Patents

Concrete beam and column clamp support Download PDF

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Publication number
CN201169915Y
CN201169915Y CNU2007200272942U CN200720027294U CN201169915Y CN 201169915 Y CN201169915 Y CN 201169915Y CN U2007200272942 U CNU2007200272942 U CN U2007200272942U CN 200720027294 U CN200720027294 U CN 200720027294U CN 201169915 Y CN201169915 Y CN 201169915Y
Authority
CN
China
Prior art keywords
formwork
support
retaining
crossbeam
dowel
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
CNU2007200272942U
Other languages
Chinese (zh)
Inventor
冯步强
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU2007200272942U priority Critical patent/CN201169915Y/en
Application granted granted Critical
Publication of CN201169915Y publication Critical patent/CN201169915Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a concrete slab/column formwork bracket, having four support formwork girders, at least eight connecting ribs each with one end having a hook and the other end having a screw cap, as well as a plurality of blocking formwork sleeves, wherein a plurality of blocking formwork tubes perpendicular to the girders are welded on two outer sides of each support formwork girder. The formwork bracket consists of at least two support beams, four 90-degree support tubes, as well as two support transverse tubes which can be fixed on the inner side of a wall body through wall holes and the connecting ribs. The concrete formwork bracket is simple and reasonable in structure and low in manufacturing cost; when the formwork bracket is used for concrete slab/column construction, the formwork bracket is convenient to use, simple, firm, high in speed, time saving and labor saving; for the construction of slabs/columns with different sizes, the formwork bracket is convenient to adjust, and is accurate in size and favorable for carrying out subsequent working procedures.

Description

A kind of concrete beam, column template support
Technical field:
The utility model belongs to the air-conditioning technical scope, relates to a kind of family expenses natural air conditioner device.
Background technology:
In the prior art, the construction of concrete beam, post generally all is to set up scaffold, and template adopts " bow " font reinforcing bar to fasten binding.The method for supporting of this template, the one, the cumbersome effort of built, the 2nd, fastness is poor, and is also more bothersome when adjusting according to the dimensional requirement of beam, post, and error is bigger, and construction quality is poor, therefore often causes the subsequent handling workload to strengthen.The patent application that application number is 97106191.2, name is called " mould and the method and the exterior decoration method of building the building with this mould " discloses the mould of anticipating and building a building, and this mould mainly is the construction that is used for body of wall, and is not suitable for the construction of beam, post.
Summary of the invention:
The purpose of this utility model provides a kind of concrete beam, column template support, in order to overcome prior art beam, the existing above-mentioned drawback of column template support effectively.The purpose of this utility model realizes with following technical scheme:
A, it has four formwork crossbeams, at least eight end buckles, ends to have dowel and some retaining die sleeve pipes of nut, said formwork crossbeam is made with angle bar, some retaining mould pipes vertical with crossbeam all are welded on two lateral surfaces, said dowel, under crossbeam symmetry laying state, be placed through in the two retaining mould pipes in the same plane, realize the johning knot of two crossbeams; Said retaining die sleeve pipe box is loaded on the retaining mould pipe that is welded on the crossbeam.
B, it has at least two supporting traverses, four an angle of 90 degrees stay pipes and two support transverse tubes that can be fixed in the body of wall inboard by porthole and dowel, and said supporting traverse one face down bonding is equipped with two connecting leg sockets; One end of said an angle of 90 degrees stay pipe is by connecting pin and above-mentioned said connection socket and supporting traverse binding, and the other end is placed on the above-mentioned said support transverse tube that is fixed in the body of wall inboard.During use, when being used for the house beam construction, earlier with two support transverse tubes by porthole and dowel horizontal fixed in the body of wall inboard, four supporting traverses being divided two pairs separately is hung on respectively on above-mentioned two support transverse tubes again, make the one end by wall, the other end links by connection socket and the supporting traverse that connects on pin and the supporting traverse, and regulate according to the length needs, to support the crossbeam load then places on the supporting traverse of both sides, two are supported crossbeam separately, and establish the fore-set supplemental support below, to keep off the die sleeve pipe box again is loaded on the retaining mould pipe, simultaneously dowel is inserted in the two retaining mould pipes that big soffit is located along the same line, dimensional requirement according to desire construction house beam regulates two distances that support between the crossbeam, nut with dowel one end is locked, and places bottom surface template and two side templates at last, promptly finishes the support to the house beam template.Be used for pillars of a house when construction, available four are supported crossbeams, and perpendicular respectively four jiaos of placing the desire construction pillars of a house put retaining die sleeve pipe on the retaining mould pipe that supports crossbeam, carry out three pre-bindings earlier, insert in the retaining mould pipe on the face with dowel respectively, connect with nut.Four side templates are placed in it, and again by above-mentioned binding fourth face, the size according to the desire construction pillars of a house mixes up four distances that support between the crossbeams at last, is locked with the nut of dowel one end, simultaneously with Template Location, promptly realizes the support to template.The support of above-mentioned pillars of a house template also can carry out under support crossbeam level storing situation, and is again that it is vertical after finishing, and is positioned on the desire construction cylinder pedestal.
Concrete mould timbering of the present utility model, simple and reasonable, low cost of manufacture, when being used for concrete beam, post construction, easy to use, falsework is simple, firmly, speed is fast, time saving and energy saving, to the construction of different size beam, post, easy to adjust, size is accurate, helps subsequent handling ground and carries out.
Description of drawings:
Perspective view when the utility model is used for the construction of concrete house beam
The specific embodiment:
Accompanying drawing has provided a specific embodiment of the present utility model, with reference to the accompanying drawings, 6 is that formwork crossbeam, these formwork crossbeam 6 usefulness angle bar are made among the figure, some retaining mould pipes 8 vertical with crossbeam all are welded on two lateral surfaces, the 7th, dowel, these dowel 7 one end buckles, an end have nut, are placed through in the two retaining mould pipes 8 that two crossbeam 6 bottom surfaces are located along the same line, and realize the johning knot of two crossbeams 6; The 9th, retaining die sleeve pipe, retaining die sleeve pipe 9 is set on the retaining mould pipe 8 that is welded on the crossbeam; Supporting traverse 4 one face down bondings are equipped with two connecting leg sockets 3; One end of an angle of 90 degrees stay pipe 2 links with supporting traverse 4 by connecting pin and above-mentioned said connection socket 3, and the other end is placed in the support transverse tube 1 that is fixed in the body of wall inboard, supports transverse tube 1 is fixed in body of wall by porthole and dowel inboard.
When formwork crossbeam 6 curtailments, utilizing under the situation that connects pin adjustment support span, to protect in order to realize working as of end template, the two ends of said supporting traverse 4 can respectively be set with the dihedral retaining mould pipe 5 that an available jackscrew is connected and fixed.

Claims (2)

1, a kind of concrete beam, column template support is characterized in that:
A, it has four formwork crossbeams (6), at least eight end buckles, ends to have dowel (7) and some retaining die sleeve pipes (9) of nut, said formwork crossbeam (6) is made with angle bar, some retaining mould pipes (8) vertical with crossbeam all are welded on two lateral surfaces, said dowel (7), under crossbeam symmetry laying state, be placed through in the two retaining mould pipes (8) in the same plane, realize the johning knot of two crossbeams (6); Said retaining die sleeve pipe (9) is set on the retaining mould pipe (8) that is welded on the crossbeam;
B, it has at least two supporting traverses (4), four an angle of 90 degrees stay pipes (2) and two support transverse tubes (1) that can be fixed in the body of wall inboard by porthole and dowel, and said supporting traverse (4) one face down bondings are equipped with two connecting leg sockets (3); One end of said an angle of 90 degrees stay pipe (2) links with supporting traverse (4) by connecting pin and above-mentioned said connection socket (3), and the other end is placed on the above-mentioned said support transverse tube that is fixed in the body of wall inboard (1).
2, want described concrete beam of autumn, column holder according to right, it is characterized in that the two ends of said supporting traverse (4) can respectively be set with the dihedral retaining mould pipe (5) that an available jackscrew is connected and fixed.
CNU2007200272942U 2008-04-18 2008-04-18 Concrete beam and column clamp support Expired - Fee Related CN201169915Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200272942U CN201169915Y (en) 2008-04-18 2008-04-18 Concrete beam and column clamp support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200272942U CN201169915Y (en) 2008-04-18 2008-04-18 Concrete beam and column clamp support

Publications (1)

Publication Number Publication Date
CN201169915Y true CN201169915Y (en) 2008-12-24

Family

ID=40208967

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200272942U Expired - Fee Related CN201169915Y (en) 2008-04-18 2008-04-18 Concrete beam and column clamp support

Country Status (1)

Country Link
CN (1) CN201169915Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470031A (en) * 2013-09-23 2013-12-25 中国建筑股份有限公司 Beam formwork supporting device and using method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103470031A (en) * 2013-09-23 2013-12-25 中国建筑股份有限公司 Beam formwork supporting device and using method

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Legal Events

Date Code Title Description
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: 20081224

Termination date: 20140418