CN204085381U - Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement - Google Patents

Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement Download PDF

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Publication number
CN204085381U
CN204085381U CN201420478670.XU CN201420478670U CN204085381U CN 204085381 U CN204085381 U CN 204085381U CN 201420478670 U CN201420478670 U CN 201420478670U CN 204085381 U CN204085381 U CN 204085381U
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CN
China
Prior art keywords
vertical rod
base
cross bar
absolute altitude
mensuration
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 - Lifetime
Application number
CN201420478670.XU
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Chinese (zh)
Inventor
赵孟贺
杨仁权
景海龙
巩立青
李玉梅
李璐
季福顺
闫绍国
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China Railway No 3 Engineering Group Co Ltd
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China Railway No 3 Engineering Group Co Ltd
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Priority to CN201420478670.XU priority Critical patent/CN204085381U/en
Application granted granted Critical
Publication of CN204085381U publication Critical patent/CN204085381U/en
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Expired - Lifetime legal-status Critical Current

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Abstract

The utility model belongs to the technical field of level measurement instrument, for solving when beam sections beam joint adjusts, there is soffit level measurement precision low, inefficiency and the technical matters being not easy to operate, provide a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement, comprise base, be vertically set on the vertical rod I of base upper surface and be arranged on vertical rod I upper end and be parallel to the cross bar of base, the base end of cross bar opposite side is greater than the width of levelling pole to the vertical range of vertical rod I, described cross bar is greater than the height of beam sections soffit to beam face to the vertical range of base, cross bar is provided with a through hole, being provided with one in through hole can the vertical rod II being parallel to described vertical rod I of freely up and down movement, the length of described vertical rod II is more than or equal to the length of vertical rod I.The utility model has simple to operate, the feature time saving and energy saving, work efficiency is high, measuring accuracy is high.

Description

Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement
Technical field
The utility model belongs to the technical field of level measurement instrument, is specifically related to a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement.
Background technology
Measure in absolute altitude process in the adjustment of beam sections beam joint, pre-test absolute altitude time need the thickness manually first measuring four angles of every section of beam sections with tape measure, the absolute altitude of case beam base plate coboundary is measured again with electronic level, soffit absolute altitude is scaled by absolute altitude, carry out the Pass line adjustment of beam joint, for 1 hole beam sections, one hole beam sections has 11 beam joints, 44 measuring points, 88 data, calculate time-consuming, take a lot of work, in addition, because beam face absolute altitude is inaccurate, bottom elevation measurement space is narrow and small, measuring accuracy is made also to be difficult to control well, work efficiency is caused to reduce, added cost, affect normal construction progress.
Summary of the invention
The utility model, for solving when the adjustment of beam sections beam joint, exists that soffit level measurement precision is low, technical matters that inefficiency and being not easy to operates, provides a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement.
The technical solution adopted in the utility model is as follows:
A kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement, comprise base, be vertically set on the vertical rod I of base upper surface and be arranged on vertical rod I upper end and be parallel to the cross bar of base, the base end of cross bar opposite side is greater than the width of levelling pole to the vertical range of vertical rod I, described cross bar is greater than the height of beam sections soffit to beam face to the vertical range of base, cross bar is provided with a through hole, being provided with one in through hole can the vertical rod II being parallel to described vertical rod I of freely up and down movement, and the length of described vertical rod II is more than or equal to the length of vertical rod I.
The bottom of described vertical rod II is provided with a horizontal block, and the length of horizontal block is greater than the diameter of the through hole be arranged on cross bar.
The top of described vertical rod II is provided with handle.
Using method of the present utility model: utensil is snapped on case beam base plate, measurement point and base plate contact surface are sustained height value, levelling pole is placed on the outside of the utility model vertical rod I, contact with the upper surface of base, the absolute altitude of the measurement point measured with levelling pole and the absolute altitude of soffit, by that analogy, measure the soffit absolute altitude of every section of beam joint, extrapolate adjustment amount by design soffit absolute altitude value, beam joint is carried out to the adjustment of absolute altitude.
The beneficial effects of the utility model:
1. compared with prior art, use the utility model can control the absolute altitude of soffit fast, accurately, the working time has saved 2/3rds, saves recruitment quantity, and the precision of beam feast-brand mark high measurement improves greatly.
2. adopt the utility model to measure and can carry out in case beam, working space is large, broad view.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is use schematic diagram of the present utility model;
In figure: 1-base, 2-vertical rod I, 3-cross bar, 4-vertical rod II, 5-horizontal block, 6-handle, 7-levelling pole, 8-case beam.
Embodiment
As shown in Figure 1, a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement, comprise a rectangular parallelepiped base 1, be vertically set on the vertical rod I2 of base 1 upper surface, described vertical rod I2 is rectangular shape, the upper end of vertical rod I2 is provided with a cross bar 3, cross bar 3 is parallel with base 1 upper surface, the end of the base 1 of cross bar 3 opposite side is greater than the width of levelling pole to the vertical range of vertical rod I2, cross bar 3 is greater than the height of beam sections soffit to beam face to the vertical range of base 1, the centre of cross bar 3 is provided with a through hole, being provided with one in through hole can the vertical rod II4 of freely up and down movement, vertical rod II4 is parallel to vertical rod I2, the length of vertical rod II4 is more than or equal to the length of vertical rod I2, larger contact area is had with measurement thing in order to make vertical rod II4, a horizontal block 5 is provided with in the bottom of vertical rod II, the length of horizontal block 5 is greater than the diameter of the through hole be arranged on cross bar.Conveniently take during in order to use vertical rod II4, and vertical rod II4 top is provided with a handles 6.
Using method of the present utility model: as shown in Figure 2, utensil is snapped into by measuring tank beam 8, measurement point and base plate contact surface are sustained height value, levelling pole 7 is placed on the outside of vertical rod I2, contacts with the upper surface of base 1, the absolute altitude of the measurement point measured with levelling pole 7 and the absolute altitude of soffit, by that analogy, measure the soffit absolute altitude of every section of beam joint, extrapolate adjustment amount by design soffit absolute altitude value, beam joint is carried out to the adjustment of absolute altitude.Measurement can be carried out in case beam, and working space is large, broad view.
The utility model solves beam sections Liang Jie bottom surface level measurement narrow space, the problem that inefficiency, measuring accuracy are not high.Compared with background technology, the utility model has simple to operate, the feature time saving and energy saving, work efficiency is high, measuring accuracy is high.

Claims (4)

1. a beam sections beam joint adjustment absolute altitude mensuration auxiliary implement, it is characterized in that: comprise base (1), be vertically set on the vertical rod I(2 of base (1) upper surface) and be arranged on vertical rod I(2) upper end and be parallel to the cross bar (3) of base (1), base (1) end of cross bar (3) opposite side is to vertical rod I(2) vertical range be greater than the width of levelling pole, described cross bar (3) is greater than the height of beam sections soffit to beam face to the vertical range of base (1), described cross bar (3) is provided with a through hole, be provided with in through hole one can freely up and down movement be parallel to described vertical rod I(2) vertical rod II(4), described vertical rod II(4) length be more than or equal to vertical rod I(2) length.
2. a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement according to claim 1, is characterized in that: described vertical rod II(4) bottom be provided with a horizontal block (5).
3. a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement according to claim 2, is characterized in that: the length of described horizontal block (5) is greater than the diameter of the through hole be arranged on cross bar.
4. a kind of beam sections beam joint adjustment absolute altitude mensuration auxiliary implement according to any one of claim 1-3, is characterized in that: described vertical rod II(4) top be provided with handle (6).
CN201420478670.XU 2014-08-25 2014-08-25 Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement Expired - Lifetime CN204085381U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420478670.XU CN204085381U (en) 2014-08-25 2014-08-25 Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420478670.XU CN204085381U (en) 2014-08-25 2014-08-25 Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement

Publications (1)

Publication Number Publication Date
CN204085381U true CN204085381U (en) 2015-01-07

Family

ID=52178084

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420478670.XU Expired - Lifetime CN204085381U (en) 2014-08-25 2014-08-25 Beam sections beam joint adjustment absolute altitude mensuration auxiliary implement

Country Status (1)

Country Link
CN (1) CN204085381U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111578896A (en) * 2020-04-23 2020-08-25 中铁十六局集团有限公司 Auxiliary appliance for measuring adjustment elevation of segmental beam and beam segment
CN111622109A (en) * 2020-04-23 2020-09-04 中铁十六局集团有限公司 Auxiliary appliance for measuring adjustment elevation of segmental beam and beam segment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111578896A (en) * 2020-04-23 2020-08-25 中铁十六局集团有限公司 Auxiliary appliance for measuring adjustment elevation of segmental beam and beam segment
CN111622109A (en) * 2020-04-23 2020-09-04 中铁十六局集团有限公司 Auxiliary appliance for measuring adjustment elevation of segmental beam and beam segment
CN111578896B (en) * 2020-04-23 2021-11-23 中铁十六局集团有限公司 Auxiliary appliance for measuring adjustment elevation of segmental beam and beam segment

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Granted publication date: 20150107