CN207525627U - Girder steel processes pre-splicing moulding bed - Google Patents

Girder steel processes pre-splicing moulding bed Download PDF

Info

Publication number
CN207525627U
CN207525627U CN201721452253.8U CN201721452253U CN207525627U CN 207525627 U CN207525627 U CN 207525627U CN 201721452253 U CN201721452253 U CN 201721452253U CN 207525627 U CN207525627 U CN 207525627U
Authority
CN
China
Prior art keywords
girder steel
moulding bed
stent
splicing moulding
splicing
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
CN201721452253.8U
Other languages
Chinese (zh)
Inventor
索小伟
郭崇
李赐仁
江博
谢志栋
李健
刘壮
李鹏
马锋伟
宋贵鹏
张祥德
曹凌川
樊启轩
唐金生
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.)
China Railway Construction Bridge Engineering Bureau Group Co Ltd
Original Assignee
China Railway Construction Bridge Engineering Bureau 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 China Railway Construction Bridge Engineering Bureau Group Co Ltd filed Critical China Railway Construction Bridge Engineering Bureau Group Co Ltd
Priority to CN201721452253.8U priority Critical patent/CN207525627U/en
Application granted granted Critical
Publication of CN207525627U publication Critical patent/CN207525627U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model belongs to steel structure bridge technical field, and in particular to a kind of girder steel processes pre-splicing moulding bed;It is arranged in order by pre-splicing moulding bed unit transverse and is formed;Pre-splicing moulding bed unit includes pedestal and stent, and stent is equidistantly fixedly mounted on each pedestal successively, and the height per adjacent stent is different;Stent installation site on transversely arranged two neighboring pedestal is identical, and the height per adjacent stent is different;On the basis of the pedestal of lateral mid-point, adjacent pans in the horizontal in fan-shaped arrangement, process pre-splicing moulding bed and spliced according to Plane Curved dimension, head fall, the cross fall of integrin girder steel by girder steel;It is simple in structure, it is easy to use, the gradient is easy to adjust, intensity is high.

Description

Girder steel processes pre-splicing moulding bed
Technical field:
The utility model belongs to steel structure bridge technical field, and in particular to a kind of girder steel processes pre-splicing moulding bed.
Background technology:
Steel beam structure used in bridge field has the characteristics that bulky, linear complicated and weight branch is uneven.It passes The erection method of system generally carries out at outdoor scene, and after steel box-girder segmentation is processed in processing space, it is existing to be transported to construction Field, is welded again after being assembled at the scene, and lifting is set up, but since the size of steel box-girder is generally large, and scene segmentation adds Work is not high for the precision of integrin girder steel, deforms the bad control of flexible surplus, in addition erecting bed welding job amount is very big, it is outdoor Operation influenced by environmental factor and weather it is also bigger, and a large amount of welding job need it is high it is aerial complete, there are high Danger level, measurement and positioning is inconvenient, is susceptible to dislocation metaboly.Therefore, traditional moulding bed is not directed to the complete system of girder steel The precision and quality of single-unit beam-ends can only be solved by making the period of overall importance, globality of progress and System design, existing moulding bed.Tire Frame is respectively independent, does not have a versatility, and when use needs to remove a moulding bed and is installed to current link, wastes a large amount of Man power and material affects the manufacturing schedule of steel material.
Utility model content:
The shortcomings that in order to overcome in the prior art, the utility model provide a kind of girder steel processing pre-splicing moulding bed, simple in structure, Make line style and the gradient convenient, that facilitate adjusting integrin girder steel.
Girder steel processes pre-splicing moulding bed and is arranged in order by pre-splicing moulding bed unit transverse and is formed, and two neighboring pre-splicing moulding bed The distance between unit is 0.5m-1.5m;The pre-splicing moulding bed unit include pedestal and stent, the stent equidistantly according to It is secondary to be fixedly mounted on each pedestal, and the height of two neighboring stent is different;The pedestal laterally equidistantly arrangement, it is described Transversely arranged two neighboring pedestal on stent installation site it is identical, and the height of two neighboring stent is different;Pre-splicing tire The often row stent that the girder steel of frame unit composition processes pre-splicing moulding bed is arranged in parallel, and girder steel is installed on the stent;With On the basis of the pedestal of lateral mid-point, for adjacent pans in the horizontal in fan-shaped arrangement, girder steel processes pre-splicing moulding bed according to integrin Plane Curved dimension, head fall, the cross fall of girder steel are spliced.
Preferably, on each pedestal adjacent stent relative altitude control integrin girder steel cross fall.
Preferably, in adjacent pans horizontal support relative altitude control integrin girder steel head fall.
Preferably, the Plane Curved dimension of the relative position control integrin girder steel of two neighboring pre-splicing moulding bed unit.
Preferably, the both sides of rack beam are installed with reinforcing plate.
Preferably, it is connected between adjacent pans by connecting plate.
The utility model is simple in structure, makes line style and the gradient convenient, that facilitate adjusting integrin girder steel.It is each by adjusting The cross fall of the relative altitude control integrin girder steel of pedestal upper bracket;By adjusting the relatively high of two neighboring pedestal upper bracket The head fall of degree control integrin girder steel;The plane of integrin girder steel is controlled by the relative distance for controlling each pre-splicing moulding bed unit Angularity.And two reinforcing plates are both provided under each stent, improve the intensity that girder steel processes pre-splicing moulding bed, user Just.
Description of the drawings:
Fig. 1 processes pre-splicing moulding bed planar structure schematic diagram for girder steel.
Fig. 2 processes pre-splicing moulding bed side view for girder steel.
In figure:Pedestal 1, stent 2, girder steel 3.
Specific embodiment:
As shown in Fig. 1 Fig. 2, girder steel processes pre-splicing moulding bed and is arranged in order by pre-splicing moulding bed unit transverse and is formed, and phase The distance between adjacent two pre-splicing moulding bed units are 1m.
Pre-splicing moulding bed unit includes pedestal 1 and stent 2, and the stent 2 is equidistantly fixedly mounted on each pedestal 1 successively On, the height per two neighboring stent 2 is different;The pedestal 1 laterally equidistantly arrangement, transversely arranged adjacent two 2 installation site of stent on a pedestal 1 is identical, and the height per two neighboring stent 2 is different;The girder steel of pre-splicing moulding bed unit composition The often row stent 2 for processing pre-splicing moulding bed is arranged in parallel, and girder steel 3 is installed on the stent 2.The both sides of 2 crossbeam of stent Reinforcing plate is installed with, is connected between adjacent pans 1 by connecting plate.
On the basis of the pedestal 1 of longitudinally middle position, adjacent pans 1 in the horizontal in fan-shaped arrangement, process pre-splicing by girder steel Moulding bed is spliced according to Plane Curved dimension, head fall, the cross fall of integrin girder steel.Adjacent stent 2 on each pedestal 1 Relative altitude controls the cross fall of integrin girder steel, and the relative altitude control integrin girder steel of horizontal support 2 is vertical in adjacent pans 1 Xiang Po, the Plane Curved dimension of the relative position control integrin girder steel of two neighboring pre-splicing moulding bed unit.

Claims (6)

1. girder steel processes pre-splicing moulding bed, it is characterised in that:Girder steel, which processes pre-splicing moulding bed, to be arranged successively by pre-splicing moulding bed unit transverse It arranges and forms, and the distance between two neighboring pre-splicing moulding bed unit is 0.5m-1.5m;The pre-splicing moulding bed unit includes bottom Seat and stent, the stent are equidistantly fixedly mounted on each pedestal successively, and the height of two neighboring stent is different;Institute The pedestal stated laterally equidistantly arranges, and the stent installation site on the transversely arranged two neighboring pedestal is identical, and phase The height of adjacent two stents is different;The often row stent that the girder steel of pre-splicing moulding bed unit composition processes pre-splicing moulding bed is arranged in parallel, institute Girder steel is installed on the stent stated;On the basis of the pedestal of lateral mid-point, adjacent pans are in the horizontal in fan-shaped cloth It puts, girder steel is processed pre-splicing moulding bed and spliced according to Plane Curved dimension, head fall, the cross fall of integrin girder steel.
2. girder steel according to claim 1 processes pre-splicing moulding bed, it is characterised in that:Adjacent stent is opposite on each pedestal Highly control the cross fall of integrin girder steel.
3. girder steel according to claim 1 processes pre-splicing moulding bed, it is characterised in that:Horizontal support is opposite in adjacent pans Highly control the head fall of integrin girder steel.
4. girder steel according to claim 1 processes pre-splicing moulding bed, it is characterised in that:The phase of two neighboring pre-splicing moulding bed unit To the Plane Curved dimension of position control integrin girder steel.
5. girder steel according to claim 1 processes pre-splicing moulding bed, it is characterised in that:The both sides of rack beam are installed with Reinforcing plate.
6. girder steel according to claim 1 processes pre-splicing moulding bed, it is characterised in that:Connected between adjacent pans by connecting plate It connects.
CN201721452253.8U 2017-11-03 2017-11-03 Girder steel processes pre-splicing moulding bed Expired - Fee Related CN207525627U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721452253.8U CN207525627U (en) 2017-11-03 2017-11-03 Girder steel processes pre-splicing moulding bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721452253.8U CN207525627U (en) 2017-11-03 2017-11-03 Girder steel processes pre-splicing moulding bed

Publications (1)

Publication Number Publication Date
CN207525627U true CN207525627U (en) 2018-06-22

Family

ID=62572212

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721452253.8U Expired - Fee Related CN207525627U (en) 2017-11-03 2017-11-03 Girder steel processes pre-splicing moulding bed

Country Status (1)

Country Link
CN (1) CN207525627U (en)

Similar Documents

Publication Publication Date Title
CN202667904U (en) Point welding machine for triangular truss
CN204000614U (en) The three-dimensional shift unit building a bridge
CN103362074B (en) Bridge cantilever box girder construction hanging basket pre-pressing loading device
CN107859037A (en) The installation detent mechanism and method of a kind of large-scale embedded parts anchor structure
CN201400996Y (en) Construction frame of post-pouring flange plate
CN107448215B (en) Tunnel secondary lining A-shaped trolley width adjustable device
CN202412422U (en) Template system for prefabricating simply-supported box girder
CN207525627U (en) Girder steel processes pre-splicing moulding bed
CN104563525B (en) A kind of box steel arch beam Integral horizontal type group is to method
CN102528910A (en) Template system of prefabricated simply support box beam
CN202139255U (en) Tooling platform for assembling converter body equipment
CN204431471U (en) Make T-shaped beam pedestal
CN110373997A (en) The production method and moulding bed of curve plate girder segment
CN106978783B (en) Hanging basket for pouring inclined web type continuous beam cantilever
CN212384891U (en) Accurate adjustable steel truss assembles bed-jig
CN205804189U (en) A kind of High-speed Railway Bridges beam support installs equipment
CN209022832U (en) A kind of ultra-wide T plate inclination transport support
CN207914762U (en) Large-scale storage tank automatic welding machine for circular seam adjustable lifting platform
CN207846228U (en) Prestressed concrete simply supported box girder face pre-buried sleeve positioning die
CN202527885U (en) Pedestal for manufacturing framework of subway pipe piece
CN210451571U (en) Novel steel box girder bridge floor mould
CN205617664U (en) Prefabricated pier stud locating rack for steel reinforcement cage
CN207597266U (en) More curve superposition steel box-girder upside-down construction fixture clamping fixtures
CN105401775B (en) Variable cross-section auxiliary positioning angle steel
CN210288121U (en) Steel box-concrete composite beam concrete pouring system

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20180622

Termination date: 20201103