CN106120533A - A kind of catenary suspension type continuous vulcanization arch template system structure - Google Patents

A kind of catenary suspension type continuous vulcanization arch template system structure Download PDF

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Publication number
CN106120533A
CN106120533A CN201610721260.7A CN201610721260A CN106120533A CN 106120533 A CN106120533 A CN 106120533A CN 201610721260 A CN201610721260 A CN 201610721260A CN 106120533 A CN106120533 A CN 106120533A
Authority
CN
China
Prior art keywords
catenary
arch
skeleton
wood
template
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
CN201610721260.7A
Other languages
Chinese (zh)
Inventor
黄万龙
徐彬
张海彬
曾作良
丰素香
杨英青
包福满
王昌峰
黄宇
王镜策
张方元
欧俊
谢飞
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.)
Road and Bridge Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
China Railway Group Guizhou Tourism and Culture Development Co Ltd
Original Assignee
Road and Bridge Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
China Railway Group Guizhou Tourism and Culture Development 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 Road and Bridge Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd, China Railway Group Guizhou Tourism and Culture Development Co Ltd filed Critical Road and Bridge Engineering Co Ltd of China Railway No 5 Engineering Group Co Ltd
Priority to CN201610721260.7A priority Critical patent/CN106120533A/en
Publication of CN106120533A publication Critical patent/CN106120533A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D4/00Arch-type bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

Abstract

The invention discloses a kind of catenary suspension type continuous vulcanization arch template system structure, it includes die square (1), triangle timber wedge block (2), Catenary arch ring framework (3), the little lumps of wood (4), quiet panel (5), catenary skeleton ring flange (6), connecting bolt (7) and support (8), die square (1) is laterally laid along support (8) jacking, at the upper Catenary arch ring framework (3) of installing of die square (1), single Pin skeleton uses three skeletons to be formed by connecting by the connecting bolt (7) of skeleton ring flange (6);Catenary arch ring framework (3) the most completely spreads the little lumps of wood (4), quiet panel (5) of mating formation on the little lumps of wood (4).It is light simply that arch template is designed to be formed arch template, model sheetinstallat and dismounting by steel skeleton, the lumps of wood and form assembly, and template is had enough to meet the need and reuse factor is high.

Description

A kind of catenary suspension type continuous vulcanization arch template system structure
Technical field
The present invention relates to a kind of catenary suspension type continuous vulcanization arch template system structure.
Background technology
Traditional catenary arch ring construction formwork is usually design arch ring steel form, and reproduces after the piecemeal processing of template factory Field is assembled, and template weight causes greatly model sheetinstallat difficulty big, and construction cost is high, and template turnover utilization rate is low.
Summary of the invention
The technical problem to be solved in the present invention is: provides a kind of catenary suspension type continuous vulcanization arch template system structure, is set by arch template Count into and formed arch template by steel skeleton, the lumps of wood and quiet panel combination, model sheetinstallat and remove light simply, and template turnover And reuse factor is high, big with the installation difficulty overcoming prior art to exist, construction cost is high, and template to have enough to meet the need utilization rate low etc. Not enough.
The technical scheme is that it includes die square, triangle timber wedge block, Catenary arch ring framework, the little lumps of wood, quiet Panel, catenary skeleton ring flange, connecting bolt and support, laterally lay die square along holder jacking, installs on die square Catenary arch ring framework, single Pin skeleton uses three skeletons to be formed by connecting by the connecting bolt of skeleton ring flange;At catenary The little lumps of wood is the most completely spread, quiet panel of mating formation on the little lumps of wood on arch ring skeleton.
Beneficial effects of the present invention:
1, realize on catenary arch ring model sheetinstallat turning parts into the whole, realize during dismounting breaking the whole up into parts.
2, simple to operation when the light installation of arch template and dismounting.
3, catenary arch template more traditional monoblock type arch ring steel form construction cost is low, and turnover and profit use rate again High.
4, the steel skeleton consumed is few, and the lumps of wood is lossless after removing.
Accompanying drawing explanation
Fig. 1 is the catenary arch template overall structure schematic diagram of the present invention;
Fig. 2 is the A partial enlarged drawing of Fig. 1;
Fig. 3 is I-I profile of Fig. 1;
Fig. 4 is II-II profile of Fig. 1;
Fig. 5 is III-III profile of Fig. 1.
Detailed description of the invention
Embodiments of the invention: it include 15cm × 15cm die square 1, triangle timber wedge block 2, Catenary arch ring framework 3, The little lumps of wood of 10cm × 10cm 4, quiet panel 5, catenary skeleton ring flange 6, connecting bolt 7 and support 8, horizontal along support 8 jacking Laying die square 1, install Catenary arch ring framework 3 on die square 1, single Pin skeleton uses three skeletons by skeleton ring flange The connecting bolt 7 of 6 is formed by connecting;Catenary arch ring framework 3 the most completely spreads the little lumps of wood 4, mats formation on the little lumps of wood 4 quiet Panel 5.
Sequence of construction, for first to set up support 8, laterally spreads die square 1 along holder jacking, installs Catenary arch on die square 1 Ring framework 3, single Pin skeleton uses three skeletons to be formed by connecting by the connecting bolt 7 of skeleton ring flange 6.
Catenary arch ring framework 3 the most completely spreads the little lumps of wood 4, more quiet panel 5 of mating formation eventually forms catenary arch ring Template system.
First come loose during dismounting and shorten the jacking system of support 8, taking out the horizontal little lumps of wood 4, removing quiet panel 5, releasing outstanding Chain line skeleton 3, finally removes die square 1.
The lumps of wood removed and plank can continue cycling through use in engineering project.

Claims (5)

1. a catenary suspension type continuous vulcanization arch template system structure, it is characterised in that: it include die square (1), triangle timber wedge block (2), Catenary arch ring framework (3), the little lumps of wood (4), quiet panel (5), catenary skeleton ring flange (6), connecting bolt (7) and support (8), die square (1) is laterally laid along support (8) jacking, at the upper Catenary arch ring framework (3) of installing of die square (1), single Pin bone Frame uses three skeletons to be formed by connecting by the connecting bolt (7) of skeleton ring flange (6);On the upper edge of Catenary arch ring framework (3) Laterally completely spread the little lumps of wood (4), quiet panel (5) of mating formation on the little lumps of wood (4).
A kind of catenary suspension type continuous vulcanization arch template system structure the most according to claim 1, it is characterised in that: catenary skeleton (3) Using single channel-section steel of spelling to process, skeleton is divided into three joints to install.
A kind of catenary suspension type continuous vulcanization arch template system structure the most according to claim 1, it is characterised in that: catenary skeleton flange Dish (6) is processed by steel plate.
A kind of catenary suspension type continuous vulcanization arch template system structure the most according to claim 1, it is characterised in that: connecting bolt (7) is High-strength bolt.
A kind of catenary suspension type continuous vulcanization arch template system structure the most according to claim 1, it is characterised in that: support (8) is common Dish button steel pipe is set up and is formed.
CN201610721260.7A 2016-08-25 2016-08-25 A kind of catenary suspension type continuous vulcanization arch template system structure Pending CN106120533A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610721260.7A CN106120533A (en) 2016-08-25 2016-08-25 A kind of catenary suspension type continuous vulcanization arch template system structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610721260.7A CN106120533A (en) 2016-08-25 2016-08-25 A kind of catenary suspension type continuous vulcanization arch template system structure

Publications (1)

Publication Number Publication Date
CN106120533A true CN106120533A (en) 2016-11-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610721260.7A Pending CN106120533A (en) 2016-08-25 2016-08-25 A kind of catenary suspension type continuous vulcanization arch template system structure

Country Status (1)

Country Link
CN (1) CN106120533A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108570934A (en) * 2018-03-30 2018-09-25 中交路桥北方工程有限公司 Catenary arch rib construction lofting method and system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101581074A (en) * 2009-06-09 2009-11-18 中国第一冶金建设有限责任公司 Large-span steel truss arch construction method
CN201433351Y (en) * 2009-06-09 2010-03-31 中国第一冶金建设有限责任公司 Unit truss segment for long-span steel truss arch centering
JP5020163B2 (en) * 2008-05-29 2012-09-05 日鐵住金建材株式会社 Support for overhanging slab
CN102808382A (en) * 2012-08-28 2012-12-05 中铁七局集团第五工程有限公司 Method for constructing arch bridge in V-shaped valley without tower
CN104499413A (en) * 2014-11-27 2015-04-08 上海交通大学 Modularized steel die and concrete combined arch bridge and suspending construction method of suspension cable thereof
CN205975337U (en) * 2016-08-25 2017-02-22 中铁五局集团路桥工程有限责任公司 Braced chain formula arch ring template system architecture

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5020163B2 (en) * 2008-05-29 2012-09-05 日鐵住金建材株式会社 Support for overhanging slab
CN101581074A (en) * 2009-06-09 2009-11-18 中国第一冶金建设有限责任公司 Large-span steel truss arch construction method
CN201433351Y (en) * 2009-06-09 2010-03-31 中国第一冶金建设有限责任公司 Unit truss segment for long-span steel truss arch centering
CN102808382A (en) * 2012-08-28 2012-12-05 中铁七局集团第五工程有限公司 Method for constructing arch bridge in V-shaped valley without tower
CN104499413A (en) * 2014-11-27 2015-04-08 上海交通大学 Modularized steel die and concrete combined arch bridge and suspending construction method of suspension cable thereof
CN205975337U (en) * 2016-08-25 2017-02-22 中铁五局集团路桥工程有限责任公司 Braced chain formula arch ring template system architecture

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
魏永冬: ""钢筋混凝土拱桥满堂支架法施工技术探讨"", 《四川水泥》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108570934A (en) * 2018-03-30 2018-09-25 中交路桥北方工程有限公司 Catenary arch rib construction lofting method and system
CN108570934B (en) * 2018-03-30 2019-07-23 中交路桥北方工程有限公司 Catenary arch rib construction lofting method and system
CN110453602A (en) * 2018-03-30 2019-11-15 中交路桥北方工程有限公司 Catenary arch rib construction lofting system

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Application publication date: 20161116

WD01 Invention patent application deemed withdrawn after publication