CN205917603U - Float and ask push beam to establish superficial support device that steel longeron was used - Google Patents

Float and ask push beam to establish superficial support device that steel longeron was used Download PDF

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Publication number
CN205917603U
CN205917603U CN201620901475.2U CN201620901475U CN205917603U CN 205917603 U CN205917603 U CN 205917603U CN 201620901475 U CN201620901475 U CN 201620901475U CN 205917603 U CN205917603 U CN 205917603U
Authority
CN
China
Prior art keywords
steel pipe
steel
distribution beam
uplift
truss girder
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
CN201620901475.2U
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Chinese (zh)
Inventor
马洪刚
王欣德
汪晶
刘子利
刘晓
刘焕杰
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.)
First Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
Original Assignee
First Engineering Co Ltd of China Railway No 10 Engineering Group 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 First Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd filed Critical First Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
Priority to CN201620901475.2U priority Critical patent/CN205917603U/en
Application granted granted Critical
Publication of CN205917603U publication Critical patent/CN205917603U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a float and ask push beam to establish superficial support device that steel longeron was used. It includes body (1) that is formed by the combination of a plurality of flotation tanks, fixed distribution of the two sets of ends roof beam (2) that is equipped with is gone up in body (1), fixed the support frame of compriseing the steel pipe (3), every of being provided with in distribution roof beam (2) upper portion at the bottom of every group fixed a set of top distribution roof beam (4), the every group of being provided with in support frame (3) upper portion fixed a be provided with supporting pier (5) in upper portion of top distribution roof beam (4). The utility model discloses stable in structure uses safe and reliable, and processes installation cycle weak point, and economical and practical can guarantee effectively that a large -span letter steel longeron floats bracket facility worker's safety and reliability.

Description

A kind of buoyancy device of erecting steel truss girder on uplift pushing tow
Technical field
This utility model is related to a kind of buoyancy device of erecting steel truss girder on uplift pushing tow.
Background technology
With the fast development of Bridges in Our Country technology, the various type of bridges across rivers emerge in an endless stream, especially steel truss girder With building height low, pattern is attractive in appearance, span is big etc., and advantage is widely used in railway, highway and urban track traffic.Mesh Before, in the more city in coastal cities and inland river railway construction bridge, during overpass, large span letter often occurs Prop up the situation that steel truss girder crosses over ship canal.Limited because the ship canal depth of water is not deep or by sluice gate, large-tonnage barge cannot Enter waters operation and the iceound time is shorter, how to complete large-tonnage steel trusses floating and hauling construction becomes a great problem.
Content of the invention
For the above-mentioned problems in the prior art, this utility model provides one kind and is suitable to float bracket in ship canal If the buoyancy device of steel truss girder, its Stability Analysis of Structures, using safe, economical and practical, ensure that leap ship canal steel truss girder floats Bracket is provided as safety and the reliability of industry.
This utility model is achieved by the following technical solution: a kind of floating support of erecting steel truss girder on uplift pushing tow Put, it is characterized in that: include combining, by some buoyancy tanks, the buoyancy aid being formed, described buoyancy aid is fixed with two groups of bottom distribution beam, every group Bottom distribution beam top is fixedly installed a bracing frame being made up of steel pipe, and each support frame as described above top is fixedly installed one group Top distribution beam, the top pushing up distribution beam described in every group is fixedly installed a support pier.
In order to improve bearing capacity and the stability of bracing frame, further, support frame as described above includes four rectangular cloth The supporting steel pipe being vertically arranged put, is connected by joint steel pipe between described supporting steel pipe, in the outside of described supporting steel pipe It is fixedly connected with the many reinforcement steel pipes arranging obliquely, the upper end strengthening steel pipe is connected with supporting steel pipe, strengthen steel pipe and prop up Form triangular structure of right angle between support steel pipe, strengthen between steel pipe and strengthen between steel pipe and supporting steel pipe all by being connected steel Pipe connects.Preferably, the overall structure that support frame as described above is formed for steel-pipe welding.
In order to improve using safety and reliability, two support frames as described above are symmetrical arranged in the distribution beam of bottom.It is symmetrical arranged Two bracing frames the power that two groups of top distribution beam hand down uniformly can be delivered on buoyancy aid it is ensured that construction safety.
In view of the safety and reliability constructed it is preferable that described bottom distribution beam is assemblied to form by I-steel.
In this utility model, buoyancy aid is formed by connecting using buoyancy tank, buoyancy tank can via land transport to canal harbour or Bank carries out assembly, and buoyancy tank is highly little, can not sail the waters not deep with the depth of water in barge container and carry out construction operation, Which solve barge container can not sail into the ship canal not deep with waters cannot float bracket set Longspan Bridge construction difficult Topic.This utility model Stability Analysis of Structures, safe and reliable, and it is short to process installation period, economical and practical, can be effectively ensured big across Degree freely-supported steel truss girder floats safety and the reliability of support erection construction.
Brief description
Fig. 1 is schematic front view of the present utility model;
Fig. 2 is the side view of Fig. 1;
In figure, 1, buoyancy aid, 2, bottom distribution beam, 3, bracing frame, 31, supporting steel pipe, 32, joint steel pipe, 33, strengthen steel pipe, 4th, push up distribution beam, 5, support pier.
Specific embodiment
Below by embodiment and combine accompanying drawing to this utility model further instruction:
As shown in drawings, a kind of buoyancy device of erecting steel truss girder on uplift pushing tow, it is included by some buoyancy tanks according to one The buoyancy aid 1 that mould-fixed combination is formed, described buoyancy aid 1 is fixed with two groups of bottom distribution beam 2, described bottom distribution beam 2 is by I-steel It is assemblied to form.Every group of bottom distribution beam 2 top is fixedly installed a bracing frame being made up of steel pipe 3, on each support frame as described above 3 Portion is fixedly installed one group of top distribution beam 4, and the top pushing up distribution beam 4 described in every group is fixedly installed a support pier 5.Preferably, two Individual bracing frame 3 is symmetrical arranged in bottom distribution beam 2.
Support frame as described above 3 includes four supporting steel pipes 31, and four supporting steel pipes 31 are in rectangular layout and are vertically arranged, four Connected by joint steel pipe 32 between supporting steel pipe 31.It is fixedly connected with many in the outside of described supporting steel pipe 31 oblique to divide into The reinforcement steel pipe 33 put, the upper end strengthening steel pipe 33 is fixed together with supporting steel pipe 31, strengthens steel pipe 33 and supporting steel Form triangular structure of right angle between pipe 31.Strengthen between steel pipe 33 and strengthen between steel pipe 33 and supporting steel pipe 31 all by even Connect steel pipe 32 to connect.Preferably, the overall structure that bracing frame 3 is formed for steel-pipe welding.
Other parts in the present embodiment adopt known technology, will not be described here.
This utility model Stability Analysis of Structures, safe and reliable, and structure is simple, and it is easy to process, processing installation period is short, its Solve and can not sail the ship canal not deep with waters in barge container and cannot float the technical barrier that bracket sets Longspan Bridge, Ensure that crossing over ship canal steel truss girder floats safety and the reliability that bracket is provided as industry, economic and practical is strong.

Claims (5)

1. a kind of buoyancy device of erecting steel truss girder on uplift pushing tow, is characterized in that: includes being combined formed floating by some buoyancy tanks Body (1), described buoyancy aid (1) is fixed with two groups of bottom distribution beam (2), and every group of bottom distribution beam (2) top is fixedly installed one The bracing frame (3) being made up of steel pipe, each support frame as described above (3) top is fixedly installed one group of top distribution beam (4), described in every group The top on top distribution beam (4) is fixedly installed a support pier (5).
2. the buoyancy device of erecting steel truss girder on uplift pushing tow according to claim 1, is characterized in that: support frame as described above (3) include four in rectangular layout supporting steel pipes (31) being vertically arranged, pass through between described supporting steel pipe (31) to connect steel Pipe (32) connects, and is fixedly connected with the many reinforcement steel pipes (33) arranging obliquely in the outside of described supporting steel pipe (31), plus The upper end of strong steel pipe (33) is connected with supporting steel pipe (31), strengthens being formed right angle trigonometry between steel pipe (33) and supporting steel pipe (31) Shape structure, strengthens between steel pipe (33) and strengthens between steel pipe (33) and supporting steel pipe (31) all by joint steel pipe (32) even Connect.
3. the buoyancy device of erecting steel truss girder on uplift pushing tow according to claim 2, is characterized in that: support frame as described above (3) overall structure being formed for steel-pipe welding.
4. the buoyancy device of the erecting steel truss girder on uplift pushing tow according to claim 1 or 2 or 3, is characterized in that: two institutes State bracing frame (3) to be symmetrical arranged in bottom distribution beam (2).
5. the buoyancy device of the erecting steel truss girder on uplift pushing tow according to claim 1 or 2 or 3, is characterized in that: described bottom Distribution beam (2) is assemblied to form by I-steel.
CN201620901475.2U 2016-08-18 2016-08-18 Float and ask push beam to establish superficial support device that steel longeron was used Expired - Fee Related CN205917603U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620901475.2U CN205917603U (en) 2016-08-18 2016-08-18 Float and ask push beam to establish superficial support device that steel longeron was used

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620901475.2U CN205917603U (en) 2016-08-18 2016-08-18 Float and ask push beam to establish superficial support device that steel longeron was used

Publications (1)

Publication Number Publication Date
CN205917603U true CN205917603U (en) 2017-02-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620901475.2U Expired - Fee Related CN205917603U (en) 2016-08-18 2016-08-18 Float and ask push beam to establish superficial support device that steel longeron was used

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914364A (en) * 2019-04-10 2019-06-21 中国石油大学(华东) A kind of device for improving combustion (of oil) insitu method processing offshore spilled oil efficiency of combustion and improving
CN114457681A (en) * 2021-12-27 2022-05-10 江苏沪宁钢机股份有限公司 Sliding floating support equipment for bridge engineering and working method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109914364A (en) * 2019-04-10 2019-06-21 中国石油大学(华东) A kind of device for improving combustion (of oil) insitu method processing offshore spilled oil efficiency of combustion and improving
CN109914364B (en) * 2019-04-10 2020-10-09 中国石油大学(华东) Device for improving combustion efficiency of treating sea surface spilled oil by in-situ combustion method
CN114457681A (en) * 2021-12-27 2022-05-10 江苏沪宁钢机股份有限公司 Sliding floating support equipment for bridge engineering and working method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
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: 20170201

Termination date: 20200818