CN105586830A - Bridge template support - Google Patents

Bridge template support Download PDF

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Publication number
CN105586830A
CN105586830A CN201410552232.8A CN201410552232A CN105586830A CN 105586830 A CN105586830 A CN 105586830A CN 201410552232 A CN201410552232 A CN 201410552232A CN 105586830 A CN105586830 A CN 105586830A
Authority
CN
China
Prior art keywords
oblique pull
base
pillar
pull post
support
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
CN201410552232.8A
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Chinese (zh)
Inventor
杨宴敏
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 CN201410552232.8A priority Critical patent/CN105586830A/en
Publication of CN105586830A publication Critical patent/CN105586830A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a bridge template support. The bridge template support includes a base, a support column, and an oblique pull column; the base is a plate-type structure; one end of the base is provided with a base slide way connection bench, and the other end of the base is connected to a base support connection bench; the support column includes a support column front end and a support column back end, and the support column back end is embedded in the support front end to form a whole; the oblique pull column includes an oblique pull column front end and an oblique pull column back end, and the oblique pull column back end is embedded in the oblique pull column front end to form a whole; the base and the support column front end are fixed together through a bolt; the base and the oblique pull column front end are fixed together through the slide way connection bench; and the support column back end and the oblique pull column back end are fixed together through a bolt.

Description

A kind of formwork support for bridge
Technical field
The present invention relates to a kind of bridge construction auxiliary equipment, be specifically related to a kind of formwork support for bridge.
Background technology
While building a bridge, the formwork erection operation platform of bridge pier column surrounding adopts steel pipe support upwards to build from ground more, until Dun Ding, and apply large-scale workbench handling template and transport pouring concrete, but in the construction of high pier, this technique is uneconomical practicality, China does not also form certain codes and standards at the design field of bridge construction auxiliary equipment at present, some auxiliary equipment is not also produced in batches, and the convenient falsework for the construction of high pier formwork erection fails to see on market.
Summary of the invention
The present invention has overcome the deficiencies in the prior art, a kind of formwork support for bridge has been proposed, described formwork support for bridge, shape is adjustable, can build at an arbitrary position, be easy to install, be applicable to various Bridge Pier Construction, can meet the requirement of the Rigidity and strength to rack template in construction, and there is good stability. Described formwork support for bridge can meet the demand in market.
Technical scheme of the present invention is: a kind of formwork support for bridge, comprise base, pillar and oblique pull post, described base is plank frame, described base one end is provided with base slideway connected unit, the described base other end is provided with base support and connection platform, described pillar comprises pillar front end and pillar rear end, pillar rear end embeds pillar front end and becomes one, described oblique pull post comprises oblique pull post front end and oblique pull post rear end, oblique pull post rear end embeds oblique pull post front end and becomes one, together with described base is bolted on described pillar front end, described base and described oblique pull post front end are fixed together by slideway connected unit, together with described pillar rear end is bolted on described oblique pull post rear end.
Described base is provided with adjustment hole.
Described pillar is provided with adjustment hole.
Described oblique pull post is provided with adjustment hole.
The present invention has following beneficial effect:
1) shape of the present invention is adjustable, can build at an arbitrary position, is easy to install, and is applicable to different types of rridges construction.
2) the present invention can meet the requirement of the Rigidity and strength to rack template in construction, and has good stability, and holding capacity is strong, solid and reliable, can meet the demand in market.
Brief description of the drawings
Further illustrate the present invention below in conjunction with the drawings and specific embodiments.
Fig. 1 is structural representation of the present invention.
In figure, 1, base; 2, base support and connection platform; 3, base slideway connected unit; 4, pillar front end; 5, pillar rear end; 6, oblique pull post front end; 7, oblique pull post rear end; 8, adjustment hole.
Detailed description of the invention:
Shown in Figure 1, the present invention includes base 1, pillar and oblique pull post, described base 1 is plank frame, described base 1 one end is provided with base slideway connected unit 3, described base slideway connected unit 3 is used bolt to be fixed on base 1 by adjustment hole 8, base 1 is provided with multiple adjustment holes 8, base slideway connected unit 3 can be fixed on by bolt on the adjustment hole 8 of diverse location, make base slideway connected unit 3 on base 1, to change fixed position, described base 1 other end is provided with base support and connection platform 2, base support and connection platform 2 can connecting reinforcement, reinforcing bar can be embedded in the bridge formwork prefabricated component of described bridge formwork stent support, play fixed support, strengthen stent support intensity, ensure the effect of support stability, described pillar comprises pillar front end 4 and pillar rear end 5, pillar rear end 5 embeds pillar front end 4 and becomes one, pillar front end 4 and pillar rear end 5 are provided with adjustment hole 8, be bolted on the adjustment hole 8 on pillar front end 4 and pillar rear end 5 correspondence positions, can control the degree of depth that pillar rear end 5 embeds pillar front end 4, play the effect of adjustable fixing length, described oblique pull post comprises oblique pull post front end 6 and oblique pull post rear end 7, oblique pull post rear end 7 embeds oblique pull post front end 6 and becomes one, oblique pull post front end 6 and oblique pull post rear end 7 are provided with adjustment hole 8, be bolted on the adjustment hole 8 on oblique pull post front end 6 and oblique pull post rear end 7 correspondence positions, can control the degree of depth that oblique pull post rear end 7 embeds oblique pull post front end 6, play the effect that regulates oblique pull column length, together with described base 1 is bolted on described pillar front end 4, described base 1 is fixed together by base slideway connected unit 3 with described oblique pull post front end 6, the position of base slideway connected unit 3 on base is adjustable, can adjust the connection angle of base 1 and oblique pull post, together with described pillar rear end 5 is bolted on described oblique pull post rear end 7. the connection angle of adjusting base 1 and oblique pull post is adjustable, the length of pillar is adjustable, the length of oblique pull post is adjustable, making described bridge rack template be applicable to optional position installs, meet the requirement of the rigidity to rack template, intensity and flexibility in construction, and have good stability, holding capacity is strong, solid and reliable, the needs of applicable bridge construction.

Claims (2)

1. a formwork support for bridge, comprise base, pillar and oblique pull post, it is characterized in that: described base is plank frame, described base one end is provided with base slideway connected unit, the described base other end is provided with base support and connection platform, described pillar comprises pillar front end and pillar rear end, pillar rear end embeds pillar front end and becomes one, described oblique pull post comprises oblique pull post front end and oblique pull post rear end, oblique pull post rear end embeds oblique pull post front end and becomes one, together with described base is bolted on described pillar front end, described base and described oblique pull post front end are fixed together by slideway connected unit, together with described pillar rear end is bolted on described oblique pull post rear end.
2. formwork support for bridge according to claim 1, is characterized in that: described base is provided with adjustment hole.
CN201410552232.8A 2014-10-19 2014-10-19 Bridge template support Pending CN105586830A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410552232.8A CN105586830A (en) 2014-10-19 2014-10-19 Bridge template support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410552232.8A CN105586830A (en) 2014-10-19 2014-10-19 Bridge template support

Publications (1)

Publication Number Publication Date
CN105586830A true CN105586830A (en) 2016-05-18

Family

ID=55926716

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410552232.8A Pending CN105586830A (en) 2014-10-19 2014-10-19 Bridge template support

Country Status (1)

Country Link
CN (1) CN105586830A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106758821A (en) * 2016-11-22 2017-05-31 中建四局第五建筑工程有限公司 The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use
CN108589773A (en) * 2018-05-03 2018-09-28 上海宝冶集团有限公司 A kind of construction system and form of construction work of piping lane engineering

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106758821A (en) * 2016-11-22 2017-05-31 中建四局第五建筑工程有限公司 The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use
CN108589773A (en) * 2018-05-03 2018-09-28 上海宝冶集团有限公司 A kind of construction system and form of construction work of piping lane engineering
CN108589773B (en) * 2018-05-03 2021-03-12 上海宝冶集团有限公司 Construction system and construction method for piping lane engineering

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C06 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20160518

WD01 Invention patent application deemed withdrawn after publication