CN204311764U - Bridge strut bolt embedment fixed mould - Google Patents

Bridge strut bolt embedment fixed mould Download PDF

Info

Publication number
CN204311764U
CN204311764U CN201420771989.1U CN201420771989U CN204311764U CN 204311764 U CN204311764 U CN 204311764U CN 201420771989 U CN201420771989 U CN 201420771989U CN 204311764 U CN204311764 U CN 204311764U
Authority
CN
China
Prior art keywords
band steel
hole
pieces
band
groups
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
CN201420771989.1U
Other languages
Chinese (zh)
Inventor
付留阳
高斌文
马功民
王充希
李道新
孙荥
杨明华
李春盛
廖颂
王文跃
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.)
North Engineering Co Ltd of China Railway Construction Electrification Bureau Group Co Ltd
Original Assignee
North Engineering Co Ltd of China Railway Construction Electrification 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 North Engineering Co Ltd of China Railway Construction Electrification Bureau Group Co Ltd filed Critical North Engineering Co Ltd of China Railway Construction Electrification Bureau Group Co Ltd
Priority to CN201420771989.1U priority Critical patent/CN204311764U/en
Application granted granted Critical
Publication of CN204311764U publication Critical patent/CN204311764U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Clamps And Clips (AREA)

Abstract

The utility model is specially a kind of bridge strut bolt embedment fixed mould, solves existing bolt embedment and adopts invar tape measurement punching existence to waste time and energy and the problem of eyelet deflection, diameter considerable influence construction.The left and right sides of two groups of band steels all has through hole, and two groups of band steel I all have through hole I; Be fixed with fairlead between two pieces of band steel bodies, between two pieces of band steel body I, be fixed with fairlead I; Support angle steel is provided with between two pieces of band steel bodies.The utility model reasonable in design is reliable, not only can carry out the accurate measurement and positioning of eyelet, and can also ensure that when pre-embedded bolt the problem of deflection does not occur bolt, remove the trouble checking pitch of bolts from, operating process is time saving and energy saving, eliminate the operation that precision, calibration bolt etc. are unnecessary simultaneously, and two kinds of multi-form templates are united two into one, there is simple, the easy to process and advantage that cost is low of structure.

Description

Bridge strut bolt embedment fixed mould
Technical field
The utility model relates to railway contact line fixed mould, is specially a kind of bridge strut bolt embedment fixed mould.
Background technology
Can contact net bridge strut organize vertical data is smoothly exactly pre-embedded bolt space.The prerequisite of pre-embedded bolt will can carry out perforating then pre-embedded bolt through measurement and positioning first exactly, bottom eyelet deflection is there will be for various reasons unavoidably in the process of perforating, all on surface when reexamining eyelet spacing, cannot detect below, moreover be that the diameter of eyelet is larger than the diameter of bolt, but pre-buried bolt out just there will be skewness.
And what check that pitch of bolts uses is all that invar tape and spirit level are measured, not only waste time and energy and also the data error measured large, cannot construct smoothly when installation bridge strut base and the vertical bridge strut of group.
Summary of the invention
The utility model adopts invar tape measurement punching existence to waste time and energy and the problem of eyelet deflection, diameter considerable influence construction to solve existing bolt embedment, provides a kind of bridge strut bolt embedment fixed mould.
The utility model adopts following technical scheme to realize: bridge strut bolt embedment fixed mould, the two groups of band steels arranged before and after comprising, and often group band steel is made up of the two pieces of band steel bodies distributed up and down; Be provided with about the two groups band steel I distributed between two groups of band steels, often group band steel I is made up of the two pieces of band steel body I distributed up and down; The left and right sides of two groups of band steels all has and to be positioned at outside band steel I and to run through the through hole of band steel body, two groups of band steel I all has four center to center distance identical and run through the through hole I of band steel body I; Be fixed with between two pieces of band steel bodies and be positioned at lead to the hole site place and the fairlead concentric with through hole, be fixed with between two pieces of band steel body I and be positioned at through hole I position and the fairlead I concentric with through hole I; The support angle steel fixed with both is provided with between two pieces of band steel bodies.
The operation of measurement and positioning is eliminated by the setting of through hole and through hole I, the setting of fairlead and fairlead I simultaneously ensure that the verticality of bolt embedment perforate, not easily there is skewness, overcome existing bolt embedment and adopt invar tape measurement punching existence to waste time and energy and the problem of eyelet deflection, diameter considerable influence construction.
Left and right center to center distance between through hole is 640mm, and front-rear center between adjacent through-holes I is apart from being 105mm, and the diameter of through hole and through hole I is 38mm, and the internal diameter of fairlead and fairlead I is 40cm, the accurate further accurate measurement of eyelet.
The utility model reasonable in design is reliable, not only can carry out the accurate measurement and positioning of eyelet, and can also ensure that when pre-embedded bolt the problem of deflection does not occur bolt, remove the trouble checking pitch of bolts from, operating process is time saving and energy saving, eliminate the operation that precision, calibration bolt etc. are unnecessary simultaneously, and two kinds of multi-form templates are united two into one, there is simple, the easy to process and advantage that cost is low of structure.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic top plan view of Fig. 1.
In figure: 1-band steel body, 2-band steel body I, 3-through hole, 4-through hole I, 5-fairlead, 6-fairlead I, 7-support angle steel.
Detailed description of the invention
Bridge strut bolt embedment fixed mould, the two groups of band steels arranged before and after comprising, often group band steel is made up of the two pieces of band steel bodies 1 distributed up and down; Be provided with about the two groups band steel I distributed between two groups of band steels, often group band steel I is made up of the two pieces of band steel body I2 distributed up and down; The left and right sides of two groups of band steels all has and to be positioned at outside band steel I and through hole 3, the two groups of band steel I running through band steel body 1 all to have four center to center distance identical and run through the through hole I4 of band steel body I2; Be fixed with between two pieces of band steel bodies 1 to be positioned at through hole 3 position and to be fixed with between fairlead 5, two pieces of band steel body I2 concentric with through hole 3 and be positioned at through hole I4 position and the fairlead I6 concentric with through hole I4; The support angle steel 7 fixed with both is provided with between two pieces of band steel bodies 1.
Left and right center to center distance between through hole 3 is 640mm, and the front-rear center between adjacent through-holes I4 is apart from being 105mm, and the diameter of through hole 3 and through hole I4 is 38mm, and the internal diameter of fairlead 5 and fairlead I6 is 40cm.
In specific implementation process, the length of band steel body 1 is 840mm, and width is 100mm, and thickness is 10mm; The length of band steel body I2 is 480mm, and width is 100mm, and thickness is 10mm.

Claims (2)

1. a bridge strut bolt embedment fixed mould, is characterized in that: the two groups of band steels arranged before and after comprising, and often group band steel is made up of the two pieces of band steel bodies (1) distributed up and down; Be provided with about the two groups band steel I distributed between two groups of band steels, often organize band steel I by the two pieces of band steel body I(2 distributed up and down) form; The left and right sides of two groups of band steels all has and to be positioned at outside band steel I and to run through the through hole (3) of band steel body (1), two groups of band steel I all has four center to center distance identical and run through band steel body I(2) through hole I(4); Be fixed with between two pieces of band steel bodies (1) and be positioned at through hole (3) position and the fairlead (5) concentric with through hole (3), two pieces of band steel body I(2) between be fixed be positioned at through hole I(4) position and with through hole I(4) concentric fairlead I(6); The support angle steel (7) fixed with both is provided with between two pieces of band steel bodies (1).
2. bridge strut bolt embedment fixed mould according to claim 1, it is characterized in that: the left and right center to center distance between through hole (3) is 640mm, adjacent through-holes I(4) between front-rear center apart from being 105mm, through hole (3) and through hole I(4) diameter be 38mm, fairlead (5) and fairlead I(6) internal diameter be 40cm.
CN201420771989.1U 2014-12-10 2014-12-10 Bridge strut bolt embedment fixed mould Expired - Fee Related CN204311764U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420771989.1U CN204311764U (en) 2014-12-10 2014-12-10 Bridge strut bolt embedment fixed mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420771989.1U CN204311764U (en) 2014-12-10 2014-12-10 Bridge strut bolt embedment fixed mould

Publications (1)

Publication Number Publication Date
CN204311764U true CN204311764U (en) 2015-05-06

Family

ID=53134086

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420771989.1U Expired - Fee Related CN204311764U (en) 2014-12-10 2014-12-10 Bridge strut bolt embedment fixed mould

Country Status (1)

Country Link
CN (1) CN204311764U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106352776A (en) * 2016-09-27 2017-01-25 中铁五局集团有限公司 Tool plate for embedded bolt assembly installation and checking
CN112878709A (en) * 2021-01-29 2021-06-01 中国五冶集团有限公司 Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106352776A (en) * 2016-09-27 2017-01-25 中铁五局集团有限公司 Tool plate for embedded bolt assembly installation and checking
CN112878709A (en) * 2021-01-29 2021-06-01 中国五冶集团有限公司 Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof

Similar Documents

Publication Publication Date Title
CN204311764U (en) Bridge strut bolt embedment fixed mould
CN204024092U (en) A kind of Novel section steel post positioning component
CN102980466B (en) Connecting rod cap semi-manufacture position detecting tool
CN203426957U (en) Clip mounting error-proofing mechanism for stabilizer bar
CN202947585U (en) Location degree gauge of semi-finished connecting rod cap
CN203432495U (en) Insulation material thickness detection apparatus for supervision
CN202055258U (en) Accurate sample frame for positioning pre-embedded bolts of contact network stand column foundation
CN202133344U (en) Shape and position testing fixture for oil pump end cap
CN205317108U (en) Pier support preformed hole axis inspection device
CN203654784U (en) Assembly and location mould for main beam and end plate of boiler steel frame structure
CN203247718U (en) Steel column butt-joint mounting device
CN203349756U (en) Special track board pitch gauge
CN103675265B (en) Elisa plate shelf applicable to microplate reader
CN204329872U (en) A kind of frock detecting the face of cylinder and cylinder end face squareness
CN202039610U (en) Foundation basic template device of steel chimney
CN206971772U (en) Movably foot bolt locating rack
CN203452002U (en) Anchor box positioning device
CN205012360U (en) Photovoltaic pile foundation construction positioner
CN204988913U (en) Concrete punching press impact testing device
CN203758477U (en) Frame beam testing tool
CN204313812U (en) The location inspection body of position inlayed by a kind of contactless chip card
CN203878604U (en) Pre-buried screw rod support
CN204461437U (en) A kind of large form of visual verticality
CN203772643U (en) Clamping device for hardness test of steel strand anchoring clamping sheet
CN203380935U (en) Hole punching tool for belt

Legal Events

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

Granted publication date: 20150506

Termination date: 20181210

CF01 Termination of patent right due to non-payment of annual fee