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CN111424476A - High-precision adjusting device for track beam and using method - Google Patents

High-precision adjusting device for track beam and using method Download PDF

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Publication number
CN111424476A
CN111424476A CN202010199216.0A CN202010199216A CN111424476A CN 111424476 A CN111424476 A CN 111424476A CN 202010199216 A CN202010199216 A CN 202010199216A CN 111424476 A CN111424476 A CN 111424476A
Authority
CN
China
Prior art keywords
track beam
horizontal limiting
finish machining
upright post
limiting stopper
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
CN202010199216.0A
Other languages
Chinese (zh)
Inventor
郑伟
高健
陈棋
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 MCC20 Group Corp Ltd
Shanghai Ershiye Construction Co Ltd
Original Assignee
China MCC20 Group Corp Ltd
Shanghai Ershiye Construction 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 MCC20 Group Corp Ltd, Shanghai Ershiye Construction Co Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN202010199216.0A priority Critical patent/CN111424476A/en
Publication of CN111424476A publication Critical patent/CN111424476A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B23/00Easily dismountable or movable tracks, e.g. temporary railways; Details specially adapted therefor
    • E01B23/10Shiftable tracks for heavy loads, e.g. carrying excavators
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B23/00Easily dismountable or movable tracks, e.g. temporary railways; Details specially adapted therefor
    • E01B23/10Shiftable tracks for heavy loads, e.g. carrying excavators
    • E01B23/14Fastening or joining means
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/04Lifting or levelling of tracks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B22CASTING; POWDER METALLURGY
    • B22DCASTING OF METALS; CASTING OF OTHER SUBSTANCES BY THE SAME PROCESSES OR DEVICES
    • B22D41/00Casting melt-holding vessels, e.g. ladles, tundishes, cups or the like
    • B22D41/12Travelling ladles or similar containers; Cars for ladles
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/06Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/13Dowels for slabs, sleepers or rail-fixings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The invention relates to a high-precision adjusting device for a track beam; the method is characterized in that: the device comprises a column top plate (1), a finish machining track beam (2), a horizontal limiting stopper (3), a reinforcing stiffening plate (4), a high-strength bolt (5) and a rubber agent (6); the side part of the horizontal limiting stopper (3) is provided with a reinforcing stiffening plate (4), the bottom of the horizontal limiting stopper (3) is fixedly connected with the upright post top plate (1) through a high-strength bolt (5), every two horizontal limiting stoppers (3) are in a group and are symmetrically arranged, the finish machining track beam (2) is in contact with the inclined plane of the horizontal limiting stopper (3) and pushed into a designated position by external force, and a gap is sealed by rubber (6) among the finish machining track beam (2), the horizontal limiting stopper (3) and the upright post top plate (1). According to the self-adaptive wedge-shaped clamping groove with the slope, a self-adaptive wedge-shaped clamping groove with the slope inclined surface is pre-installed before the track beam is hoisted, and the track beam is contacted with the slope inclined surface of the clamping groove to automatically slide into the clamping groove in the falling process and is in place once.

Description

High-precision adjusting device for track beam and using method
Technical Field
The invention relates to the field of installation engineering of continuous casting machines, in particular to a high-precision adjusting device for a track beam and a using method of the high-precision adjusting device.
Background
Generally, the installation and adjustment process of the track beam of the tundish car of the continuous casting machine is complicated: firstly, the track beam is installed in place according to a positioning bolt hole of a design drawing, the position of the track beam is adjusted through the matching of a jack and a high-precision measuring instrument after the installation is finished, and the jack is required to be used for reversely resetting and moving the track beam in the process so as to enable the track beam to meet the position requirement. Such an operation requires a large amount of manpower and installation efficiency and accuracy are difficult to ensure.
Disclosure of Invention
The invention aims to reduce the investment of operators, shorten the adjustment time of the track beam and finally eliminate the safety risk in the process of using the jack.
In order to achieve the purpose, the invention provides a high-precision adjusting device for a track beam and a using method, and the high-precision adjusting device comprises the following specific steps:
a high-precision adjusting device for a track beam comprises an upright post top plate, a finish-machined track beam, a horizontal limiter, a reinforcing stiffening plate, a high-strength bolt and a rubber agent; the side part of the horizontal limiting device is provided with a reinforcing stiffening plate, the bottom of the horizontal limiting device is fixedly connected with the upright post top plate through high-strength bolts, every two horizontal limiting devices are in a group and are symmetrically arranged, the finish machining track beam is in contact with the inclined plane of the horizontal limiting device and is pushed into a designated position by external force, and gaps are sealed by adopting rubber agents among the finish machining track beam, the horizontal limiting device and the upright post top plate.
According to the high-precision adjusting device for the track beam, the horizontal limiter is made of Q355B low-carbon steel through finish machining and face milling, the length of the horizontal limiter is 240mm, the width of the horizontal limiter is 120mm, and the face milling precision is 0.25; the reinforcing stiffening plate is made of Q355B low-carbon steel through numerical control cutting, and is 60mm long, 30mm wide and 10mm thick; the high-strength bolt adopts HS10.9 grade finished bolt group, and the diameter of the bolt is 24 mm.
The rail beam high-precision adjusting device comprises a using method which comprises the following steps:
step 1, performing data analysis by using three-dimensional software according to a design construction drawing:
firstly, drawing a coordinate axis in professional software according to a design drawing, positioning according to the axis position and establishing a three-dimensional model of an upright post top plate and a finish machining track beam, and drawing horizontal limiting devices at two sides of a connecting node of the finish machining track beam and the upright post top plate after the model is completed;
step 2, manufacturing an adjusting node:
processing a horizontal stopper and a reinforcing stiffening plate according to the established three-dimensional model data;
the third step: measuring coordinate values of the positioning holes and analyzing data;
and (3) determining the coordinate values of the positioning round holes of the upright post top plates by using high-precision measuring equipment, carrying out contrastive analysis on the coordinate values and the three-dimensional model data, and adjusting the positioning round holes of the upright post top plates on a unified axis.
The fourth step: pre-adjusting a horizontal limiting stopper to a specified position, fixing, and finishing the rail beam to start to fall; after the horizontal limiting device is adjusted, the horizontal limiting device is screwed and fixed by using a high-strength bolt, two symmetrically placed horizontal limiting devices form a positioning clamping groove, and after the finish machining track beam is positioned along the clamping groove, the installation can be completed without adjustment;
the fifth step: and (3) sealing and fixing an adjusting node:
the horizontal limiting device is sealed after the finish machining track beam is located, and the sealing material is sealed by adopting a rubber agent, so that the corrosion of dust accumulation on the finish machining track beam and related components in the subsequent production process is prevented.
According to the adjusting device and the using method provided by the invention, before the track beam is hoisted, an operator is arranged in advance to adjust the self-made horizontal limiting stopper with small size and light weight to form the self-adaptive wedge-shaped clamping groove with the slope inclined surface, after the clamping groove is formed, the track beam is contacted with the slope inclined surface of the clamping groove in the falling process to automatically slide into the clamping groove to be in place at one time, a jack is not required to be used for repeated adjustment, and the adjusting device is safe and reliable.
Drawings
Fig. 1 is a first schematic diagram of adjusting a track beam by using the method.
Fig. 2 is a schematic diagram two of the adjustment of the track beam by the method.
Fig. 3 is a third schematic diagram of the adjustment of the track beam by the method.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in fig. 1 to 3, a high-precision adjusting device for a track beam comprises an upright post top plate 1, a finish-machined track beam 2, a horizontal stopper 3, a reinforcing stiffening plate 4, a high-strength bolt 5 and a rubber agent 6; the side part of the horizontal limiting stopper 3 is provided with a reinforcing stiffening plate 4, the bottom of the horizontal limiting stopper 3 is fixedly connected with the upright post top plate 1 through a high-strength bolt 5, every two horizontal limiting stoppers 3 are in a group and are symmetrically arranged, the finish machining track beam 2 is in contact with the inclined plane of the horizontal limiting stopper 3 and is pushed into a designated position by external force, and gaps are sealed by rubber agents 6 between the finish machining track beam 2 and the horizontal limiting stopper 3 as well as between the finish machining track beam and the upright post top plate 1.
According to the high-precision adjusting device for the track beam, the horizontal limiter 3 is made of Q355B low-carbon steel through finish machining and face milling, the length of the horizontal limiter is 240mm, the width of the horizontal limiter is 120mm, and the face milling precision is 0.25; the reinforcing stiffening plate 4 is made of Q355B low-carbon steel by numerical control cutting, and has the length of 60mm, the width of 30mm and the thickness of 10 mm; the high-strength bolt 5 adopts an HS10.9 grade finished bolt group, and the diameter of the bolt is 24 mm.
The rail beam high-precision adjusting device comprises a using method which comprises the following steps:
step 1, performing data analysis by using three-dimensional software according to a design construction drawing:
firstly, drawing a coordinate axis in professional software according to a design drawing, positioning according to the axis position and establishing a three-dimensional model of an upright post top plate 1 and a finish machining track beam 2, and drawing horizontal limiting devices 3 at two sides of a connecting node of the finish machining track beam 2 and the upright post top plate 1 after the model is completed;
step 2, manufacturing an adjusting node:
processing the horizontal limiting device 3 and the reinforcing stiffening plate 4 according to the established three-dimensional model data;
the third step: measuring coordinate values of the positioning holes and analyzing data;
and (3) determining the coordinate values of the positioning round holes of the upright post top plates 1 by using high-precision measuring equipment, comparing and analyzing the coordinate values with the three-dimensional model data, and adjusting the positioning round holes of the upright post top plates 1 on a uniform axis.
The fourth step: pre-adjusting the horizontal limiting stopper 3 to a specified position and fixing, and enabling the finish machining track beam 2 to start to fall; after the horizontal limiting device 3 is adjusted, the horizontal limiting device is screwed and fixed by using a high-strength bolt 5, the two symmetrically-arranged horizontal limiting devices 3 form a positioning clamping groove, and after the finish-machining track beam 2 is positioned along the clamping groove, the installation can be completed without adjustment;
the fifth step: and (3) sealing and fixing an adjusting node:
the horizontal limiting device 3 is sealed after the finish machining track beam 2 is located, and the sealing material is sealed by rubber 6, so that the finish machining track beam 2 and related components are prevented from being corroded by dust accumulation in the subsequent production process.
According to the adjusting device and the using method provided by the invention, before the track beam is hoisted, an operator is arranged in advance to adjust the self-made horizontal limiting stopper with small size and light weight to form the self-adaptive wedge-shaped clamping groove with the slope inclined surface, after the clamping groove is formed, the track beam is contacted with the slope inclined surface of the clamping groove in the falling process to automatically slide into the clamping groove to be in place at one time, a jack is not required to be used for repeated adjustment, and the adjusting device is safe and reliable.

Claims (3)

1. The utility model provides a track roof beam high accuracy adjusting device which characterized by: the device comprises a column top plate (1), a finish machining track beam (2), a horizontal limiting stopper (3), a reinforcing stiffening plate (4), a high-strength bolt (5) and a rubber agent (6); the side part of the horizontal limiting stopper (3) is provided with a reinforcing stiffening plate (4), the bottom of the horizontal limiting stopper (3) is fixedly connected with the upright post top plate (1) through a high-strength bolt (5), every two horizontal limiting stoppers (3) are in a group and are symmetrically arranged, the finish machining track beam (2) is in contact with the inclined plane of the horizontal limiting stopper (3) and pushed into a designated position by external force, and a gap is sealed by rubber (6) among the finish machining track beam (2), the horizontal limiting stopper (3) and the upright post top plate (1).
2. The high-precision adjusting device for the track beam as claimed in claim 1, wherein: the horizontal limiter (3) is made of Q355B low-carbon steel through finish machining and face milling, the length of the horizontal limiter is 240mm, the width of the horizontal limiter is 120mm, and the face milling precision is 0.25; the reinforcing stiffening plate (4) is made of Q355B low-carbon steel through numerical control cutting, and is 60mm long, 30mm wide and 10mm thick; the high-strength bolt (5) adopts an HS10.9 grade finished bolt group, and the diameter of the bolt is 24 mm.
3. The track beam high-precision adjusting device of claim 1, wherein the use method comprises the following steps:
step 1, performing data analysis by using three-dimensional software according to a design construction drawing:
firstly, drawing a coordinate axis in professional software according to a design drawing, positioning according to the axis position and establishing a three-dimensional model of an upright post top plate (1) and a finish machining track beam (2), and drawing horizontal limiting devices (3) at two sides of a connecting node of the finish machining track beam (2) and the upright post top plate (1) after the model is finished;
step 2, manufacturing an adjusting node:
processing the horizontal limiting device (3) and the reinforcing stiffening plate (4) according to the established three-dimensional model data;
the third step: measuring coordinate values of the positioning holes and analyzing data;
measuring the coordinate values of the positioning round holes of the upright post top plates (1) by using high-precision measuring equipment, comparing and analyzing the coordinate values with three-dimensional model data, and adjusting the positioning round holes of a plurality of upright post top plates (1) on a uniform axis;
the fourth step: pre-adjusting the horizontal limiting stopper (3) to a specified position and fixing, and enabling the finish machining track beam (2) to start to fall; after the horizontal limiting device (3) is adjusted, the horizontal limiting device is screwed and fixed by using a high-strength bolt (5), two symmetrically placed horizontal limiting devices (3) form a positioning clamping groove, and the fine machining track beam (2) is installed without adjustment after falling along the clamping groove;
the fifth step: and (3) sealing and fixing an adjusting node:
the horizontal limiting device (3) is sealed after the finish machining track beam (2) is located, and sealing materials are sealed by rubber (6), so that the finish machining track beam (2) and related components are prevented from being corroded by dust accumulation in the subsequent production process.
CN202010199216.0A 2020-03-20 2020-03-20 High-precision adjusting device for track beam and using method Pending CN111424476A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010199216.0A CN111424476A (en) 2020-03-20 2020-03-20 High-precision adjusting device for track beam and using method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010199216.0A CN111424476A (en) 2020-03-20 2020-03-20 High-precision adjusting device for track beam and using method

Publications (1)

Publication Number Publication Date
CN111424476A true CN111424476A (en) 2020-07-17

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ID=71548251

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010199216.0A Pending CN111424476A (en) 2020-03-20 2020-03-20 High-precision adjusting device for track beam and using method

Country Status (1)

Country Link
CN (1) CN111424476A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000355972A (en) * 1999-06-15 2000-12-26 Babcock Hitachi Kk Module structure and construction method therefor
CN103433416A (en) * 2013-09-23 2013-12-11 哈尔滨工业大学 AZ80A magnesium alloy engine case isothermal forging forming mould and method
CN203755101U (en) * 2014-02-26 2014-08-06 中铁十局集团有限公司 Locating device for laying ballastless track
CN205276079U (en) * 2015-12-31 2016-06-01 中铁二局集团有限公司 Magnetic levitation track condact rail double flute way positioning die
CN105804291A (en) * 2016-04-28 2016-07-27 中国建筑第八工程局有限公司 Bare concrete sloping core interlayer through connection system and construction method thereof
CN107268442A (en) * 2017-06-27 2017-10-20 广东省长大公路工程有限公司 The guide device in place of cable wire tower and the installation method of profile iron Sarasota
CN110284706A (en) * 2019-07-04 2019-09-27 中建六局建设发展有限公司 A kind of internal model support system construction method for ultra-large type wind-tunnel diffuser
CN209568367U (en) * 2018-12-18 2019-11-01 中铁隧道集团一处有限公司 Straddle type monorail Simple-supported PC Rail Beam in Light Rail installs support construction
CN209868964U (en) * 2018-12-18 2019-12-31 广东博创住宅工业化有限公司 Support structure

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000355972A (en) * 1999-06-15 2000-12-26 Babcock Hitachi Kk Module structure and construction method therefor
CN103433416A (en) * 2013-09-23 2013-12-11 哈尔滨工业大学 AZ80A magnesium alloy engine case isothermal forging forming mould and method
CN203755101U (en) * 2014-02-26 2014-08-06 中铁十局集团有限公司 Locating device for laying ballastless track
CN205276079U (en) * 2015-12-31 2016-06-01 中铁二局集团有限公司 Magnetic levitation track condact rail double flute way positioning die
CN105804291A (en) * 2016-04-28 2016-07-27 中国建筑第八工程局有限公司 Bare concrete sloping core interlayer through connection system and construction method thereof
CN107268442A (en) * 2017-06-27 2017-10-20 广东省长大公路工程有限公司 The guide device in place of cable wire tower and the installation method of profile iron Sarasota
CN209568367U (en) * 2018-12-18 2019-11-01 中铁隧道集团一处有限公司 Straddle type monorail Simple-supported PC Rail Beam in Light Rail installs support construction
CN209868964U (en) * 2018-12-18 2019-12-31 广东博创住宅工业化有限公司 Support structure
CN110284706A (en) * 2019-07-04 2019-09-27 中建六局建设发展有限公司 A kind of internal model support system construction method for ultra-large type wind-tunnel diffuser

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Application publication date: 20200717

RJ01 Rejection of invention patent application after publication