CN217399435U - Supporting device for electrified railway bridge contact net foundation template - Google Patents

Supporting device for electrified railway bridge contact net foundation template Download PDF

Info

Publication number
CN217399435U
CN217399435U CN202221219632.3U CN202221219632U CN217399435U CN 217399435 U CN217399435 U CN 217399435U CN 202221219632 U CN202221219632 U CN 202221219632U CN 217399435 U CN217399435 U CN 217399435U
Authority
CN
China
Prior art keywords
bridge contact
contact net
adjusting screw
formwork
additional back
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.)
Active
Application number
CN202221219632.3U
Other languages
Chinese (zh)
Inventor
袁万军
李旭
张晨
阴易辙
李敬岩
王卓
吴浩
董魁
张帅
孙彩云
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 Sixth Group Co Ltd
Tianjin Railway Construction Co Ltd of China Railway Sixth Group Co Ltd
Original Assignee
China Railway Sixth Group Co Ltd
Tianjin Railway Construction Co Ltd of China Railway Sixth 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 Sixth Group Co Ltd, Tianjin Railway Construction Co Ltd of China Railway Sixth Group Co Ltd filed Critical China Railway Sixth Group Co Ltd
Priority to CN202221219632.3U priority Critical patent/CN217399435U/en
Application granted granted Critical
Publication of CN217399435U publication Critical patent/CN217399435U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

Provided is a supporting device for a basic template of an electrified railway bridge contact net. The device comprises a support steel pipe, an adjusting screw rod, a nut, an additional back ridge and a connecting seat; the two additional back ridges are respectively fixed on the bottom surface of the bridge contact net foundation formwork and the upper part of the outer surface of the pier body formwork close to the bridge contact net foundation formwork by utilizing U-shaped bolts; each additional back edge is provided with a connecting seat; internal threads are arranged at two ends of the supporting steel pipe, and annular gaskets are arranged at the end openings of the internal threads; the outer ends of the two adjusting screw rods are respectively hinged on the two connecting seats, and the inner ends of the two adjusting screw rods respectively penetrate through the central hole of the annular gasket and then are in threaded connection with one end of the supporting steel pipe; each nut is in threaded connection with the middle of one adjusting screw rod. The utility model discloses the effect: in the process of constructing the bridge contact network foundation, the supporting device can support the bridge contact network foundation template, so that the construction efficiency is effectively improved; the construction can be disassembled to be continuously used after the construction is finished, so that the construction cost can be reduced.

Description

Supporting device for electrified railway bridge contact net foundation template
Technical Field
The utility model belongs to the technical field of construction equipment, in particular to electric railway bridge contact net foundation formwork strutting arrangement.
Background
Contact networks of electrified railroad bridges are usually arranged on piers. During traditional contact net foundation construction usually with the scaffold frame as the support setting around the contact net basic formwork that needs set up and below to prevent that contact net basic formwork from dropping because of gravity and influencing the construction. However, the construction method has the disadvantages that the scaffold needs to occupy a large construction site for building, the labor intensity of constructors is increased due to the installation and the disassembly, and the construction cost is increased.
Disclosure of Invention
In order to solve the problem, the utility model aims to provide an electronic railway bridge contact net basis template strutting arrangement.
In order to achieve the purpose, the utility model provides a basic template supporting device of an electrified railway bridge contact net, which comprises a supporting steel pipe, an adjusting screw rod, a nut, an additional back ridge and a connecting seat; the two additional back ridges are respectively fixed on the bottom surface of the bridge contact net foundation formwork and the upper part of the outer surface of the pier body formwork close to the bridge contact net foundation formwork by utilizing U-shaped bolts; each additional back edge is provided with a connecting seat; internal threads are arranged at two ends of the supporting steel pipe, and annular gaskets are arranged at the end openings of the internal threads; the outer ends of the two adjusting screw rods are respectively hinged on the two connecting seats, and the inner ends of the two adjusting screw rods respectively penetrate through the central hole of the annular gasket and then are in threaded connection with one end of the supporting steel pipe; each nut is in threaded connection with the middle of one adjusting screw rod.
At least two supporting devices for the electrified railway bridge contact net foundation formwork are arranged between the bottom surface of the bridge contact net foundation formwork and the outer surface of the pier body formwork side by side.
The additional back edge is made of channel steel.
The specification of the adjusting lead screw is phi 80 x 400 mm.
The utility model provides an electronic railway bridge contact net basis template strutting arrangement has following beneficial effect: in the process of constructing the bridge contact network foundation, the supporting device can support the bridge contact network foundation template, so that the construction efficiency is effectively improved; the construction can be disassembled to be continuously used after the construction is finished, so that the construction cost can be reduced.
Drawings
Fig. 1 is the utility model provides an electronic railway bridge contact net basis template strutting arrangement user state side view.
Fig. 2 is the utility model provides a bottom view of basic template strutting arrangement user state of electronic railway bridge contact net.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-2, the supporting device for the basic formwork of the overhead contact system of the electrified railway bridge provided by the utility model comprises a supporting steel pipe 1, an adjusting screw rod 2, a nut 3, an additional back ridge 4 and a connecting seat 5; the two additional back ridges 4 are respectively fixed on the bottom surface of the bridge contact net foundation formwork 7 and the part, close to the bridge contact net foundation formwork 7, of the upper part of the outer surface of the pier body formwork 8 by utilizing U-shaped bolts 6; each additional back ridge 4 is provided with a connecting seat 5; internal threads are arranged at two ends of the supporting steel pipe 1, and annular gaskets are arranged at the end openings of the internal threads; the outer ends of the two adjusting screw rods 2 are respectively hinged on the two connecting seats 5, and the inner ends of the two adjusting screw rods respectively penetrate through the central hole of the annular gasket and then are in threaded connection with one end of the supporting steel pipe 1; each nut 3 is in threaded connection with the middle of one adjusting screw rod 2.
At least two supporting devices for the basic template of the bridge contact network of the electrified railway are arranged between the bottom surface of the basic template 7 of the bridge contact network and the outer surface of the pier body template 8 side by side.
The additional back edge 4 is made of channel steel.
The specification of the adjusting screw rod 2 is phi 80 x 400 mm.
Will now the utility model provides an electrified railway bridge contact net foundation formwork strutting arrangement's application method explains as follows:
after a bridge contact net foundation formwork 7 is installed on a pier, two additional back ridges 4 are respectively fixed on the bottom surface of the bridge contact net foundation formwork 7 side by a constructor by using U-shaped bolts 6, one additional back ridge 4 is fixed on the upper part of the outer surface of a pier body formwork 8 close to the position of the bridge contact net foundation formwork 7 by using the U-shaped bolts 6, wherein the additional back ridge 4 on the bottom surface of the bridge contact net foundation formwork 7 is as wide as the bridge contact net foundation formwork 7, and the additional back ridge 4 on the outer surface of the pier body formwork 8 is transversely installed; then, mounting a connecting seat 5 on an additional back ridge 4 on the bottom surface of each bridge contact net foundation formwork 7, and mounting two connecting seats 5 on the additional back ridge 4 on the outer surface of the pier body formwork 8 side by side; the inner ends of two adjusting screw rods 2 respectively penetrate through a center hole of an annular gasket and then are in threaded connection with one end of a supporting steel pipe 1, and then the outer ends of the two adjusting screw rods 2 are respectively hinged to two corresponding connecting seats 5 on a bridge contact net foundation template 7 and a pier shaft template 8; the nut 3 positioned in the middle of the adjusting screw rod 2 is screwed, so that the bridge contact net foundation formwork 7 is tightly jacked in an outward extending mode through the adjusting screw rod 2, and upward supporting force is increased.

Claims (4)

1. The utility model provides an electronic railway bridge contact net foundation formwork strutting arrangement which characterized in that: the supporting device for the basic template of the overhead line system of the electrified railway bridge comprises a supporting steel pipe (1), an adjusting screw rod (2), a nut (3), an additional back ridge (4) and a connecting seat (5); the two additional back ridges (4) are respectively fixed on the bottom surface of the bridge contact net foundation formwork (7) and the upper part of the outer surface of the pier body formwork (8) close to the bridge contact net foundation formwork (7) by utilizing U-shaped bolts (6); each additional back edge (4) is provided with a connecting seat (5); internal threads are arranged at two ends of the supporting steel pipe (1), and annular gaskets are arranged at the end openings of the internal threads; the outer ends of the two adjusting screw rods (2) are respectively hinged on the two connecting seats (5), and the inner ends of the two adjusting screw rods respectively penetrate through a central hole of an annular gasket and then are in threaded connection with one end of the supporting steel pipe (1); each nut (3) is in threaded connection with the middle of one adjusting screw rod (2).
2. The electrified railway bridge overhead line system foundation formwork support device of claim 1, characterized in that: at least two electrified railway bridge contact net foundation formwork supporting devices are arranged between the bottom surface of the bridge contact net foundation formwork (7) and the outer surface of the pier body formwork (8) side by side.
3. The electrified railway bridge catenary foundation formwork support device of claim 1, wherein: the additional back edge (4) is made of channel steel.
4. The electrified railway bridge catenary foundation formwork support device of claim 1, wherein: the specification of the adjusting screw rod (2) is phi 80 x 400 mm.
CN202221219632.3U 2022-05-20 2022-05-20 Supporting device for electrified railway bridge contact net foundation template Active CN217399435U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221219632.3U CN217399435U (en) 2022-05-20 2022-05-20 Supporting device for electrified railway bridge contact net foundation template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221219632.3U CN217399435U (en) 2022-05-20 2022-05-20 Supporting device for electrified railway bridge contact net foundation template

Publications (1)

Publication Number Publication Date
CN217399435U true CN217399435U (en) 2022-09-09

Family

ID=83143615

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221219632.3U Active CN217399435U (en) 2022-05-20 2022-05-20 Supporting device for electrified railway bridge contact net foundation template

Country Status (1)

Country Link
CN (1) CN217399435U (en)

Similar Documents

Publication Publication Date Title
CN207646604U (en) Leveling multi-directional deflection comb plate, comb joint bridge extension joint is turned up in unit assembled damping
CN103147391A (en) Corrosion-resistant self-centering bridge pier structure easy for seismic rehabilitation
CN211517947U (en) Bridge case roof beam is prefabricated with shaped steel pedestal
CN111455865A (en) Temporary pre-stressed anchoring device for assembling precast concrete segment box girder
CN217399435U (en) Supporting device for electrified railway bridge contact net foundation template
CN208310789U (en) A kind of integrated bracket for tunnel pre-buried channel flow
CN211468220U (en) Contact net suspension installation device in assembled subway station
CN112195957B (en) Reinforced connecting structure of fan tower and foundation and construction method
CN109467014B (en) Wall-attached structure for large-tonnage tower crane super-large load in large wind environment
CN103510521A (en) Connecting component
CN214615228U (en) Block assembled rail top air duct for underground station
CN210482007U (en) Slab band device at bottom of bridge hollow slab
CN214794610U (en) Bridge expansion joint monitoring system based on sound detection
CN113718953A (en) Steel structure hinged column base and mounting method thereof
CN113524386A (en) Steel bench for precast beam construction and precast beam construction method
CN208071124U (en) A kind of crane chemical proof floor device for fixing running tracks
CN111677286A (en) Concrete pouring and vibrating device assembly for closed space and vibrating method
CN206189853U (en) Cast -in -place beam formwork support system with door opening
CN218861592U (en) Distribution equipment basis prefabricating device
CN217760297U (en) Simple and easy newly-increased hanging point structure on existing steel framework triangular truss girder of transformer substation
CN214885997U (en) Steel pipe iron tower reinforcing apparatus
CN215053222U (en) Simple and easy quick prefabricated pipe gallery first segment installation location structure
CN216999332U (en) Bracket for construction of high pier variable cross-section ultra-wide cover beam
CN220394302U (en) Quick reinforcing apparatus of two limbs pier shaft templates
CN213572457U (en) Shock insulation support installation connected node structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant