CN205858357U - Shield range restraint measures the mounting structure of forced centering bracket - Google Patents
Shield range restraint measures the mounting structure of forced centering bracket Download PDFInfo
- Publication number
- CN205858357U CN205858357U CN201620617946.7U CN201620617946U CN205858357U CN 205858357 U CN205858357 U CN 205858357U CN 201620617946 U CN201620617946 U CN 201620617946U CN 205858357 U CN205858357 U CN 205858357U
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- CN
- China
- Prior art keywords
- otic placodes
- bolt
- gripper shoe
- connecting plate
- mounting structure
- 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
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- Lining And Supports For Tunnels (AREA)
Abstract
Shield range restraint measures the mounting structure of forced centering bracket, bracket includes setting up and down two otic placode, two otic placodes form angle, the medial surface of two otic placodes forms locating surface and lower locating surface respectively, it is provided with connecting plate between two otic placodes, connecting plate connects near the position of upper end gripper shoe, the upper surface of gripper shoe forms measuring instrument mounting platform, position near middle part is welded with shank of bolt on the supporting plate, it is connected between connecting plate with gripper shoe and has tilt prop, make three form triangle joint structure;Two otic placodes pass through on the two ends locating surface of the two locating surfaces snap one group of prefabricated hoop bolt connecting hole in the two panels section of jurisdiction building block that existing tunnel is circumferentially-adjacent respectively, and by being fixed in the building block of two panels section of jurisdiction through the hoop segment bolt of the installing hole on this group prefabricated hoop bolt connecting hole and two otic placodes.This mounting structure avoid bury underground bottom tunnel duct piece observe mark, measure time saving and energy saving, do not affect construction progress, improve to measure point certainty of measurement.
Description
Technical field
This utility model engineering relates to tunneling shield field of measuring technique, measures strong particularly to a kind of shield range restraint
The mounting structure of centering bracket processed.
Background technology
During tunneling shield, for obtain shield machine position coordinate figure, frequently with mode be by range restraint
Measure.Traditional construction measuring method is to set up moveable support in integrated tunnel, places measuring instrument on support, and
Bury observation mark in the bottom of existing tunnel duct piece building block, realize right along tunnel fore-and-aft direction of measuring instrument by observation mark
In, leveling.The method is time-consuming, laborious, and bottom observation mark destructible, and in hindering hole bottom section of jurisdiction, electromobile comes in and goes out, thus
Affect construction speed.
Summary of the invention
This utility model provides one to avoid bottom tunnel duct piece for solving technical problem present in known technology
Bury underground observe mark, measure time saving and energy saving, do not affect construction progress and improve the shield range restraint of certainty of measurement measuring point
Measure the mounting structure of forced centering bracket.
This utility model is adopted the technical scheme that by solving technical problem present in known technology:
Shield range restraint measures the mounting structure of forced centering bracket, and its feature exists: bracket includes setting up and down
Two otic placodes, are provided with installing hole on two otic placodes, and two otic placodes form angle, and it is fixed that the medial surface of two otic placodes is formed respectively
Plane and lower locating surface, be provided with connecting plate between two otic placodes, and connecting plate connects near the position of upper end to be had and horizontally outward extend
Gripper shoe, the upper surface of gripper shoe forms measuring instrument mounting platform, on the supporting plate the position near middle part be welded with for
The shank of bolt of fixation measuring instrument, is connected between connecting plate with gripper shoe and has tilt prop, and connecting plate, gripper shoe and tilt prop are formed
Triangle joint structure;Two otic placodes pass through the snaps respectively of two locating surfaces in the two panels section of jurisdiction building block that existing tunnel is circumferentially adjacent
One group of prefabricated hoop bolt connecting hole two ends locating surface on, and by through this group prefabricated hoop bolt connecting hole and two
The hoop segment bolt of the connecting hole on otic placode is fixed in described two panels section of jurisdiction building block, and this group prefabricated hoop bolt connecting hole sets
Put the position on the lower side at the middle part in tunnel or middle part.
Preferred: two otic placodes, connecting plate, gripper shoe, tilt prop and shank of bolt are all attached by welding manner.
This utility model has the advantage that with good effect:
Use this mounting structure, when carrying out range restraint measurement during tunneling shield, can walking along shield tunnel
To, at interval of a certain distance, a pack support mounting structure is fixed on setting position on tunnel duct piece, thus protect
Demonstrate,prove the measuring instrument being arranged on front and back support and be in the position of centering, so there is no need to bury observation underground in the bottom of section of jurisdiction
Mark, makes measurement operation time saving and energy saving, owing to need not arrange observation mark bottom section of jurisdiction, this way it is ensured that electromobile is in tunnel
Come in and go out smoothly, thus avoid and construction progress is impacted, it addition, this kind of mounting means of support, also improve measuring point
Certainty of measurement.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of bracket in Fig. 1;
Fig. 3 is the axonometric chart of bracket in Fig. 2.
In figure: 1, bracket;1-1, otic placode;1-1-1, installing hole;1-2, connecting plate;1-3, gripper shoe;1-4, shank of bolt;1-
5, tilt prop;2, section of jurisdiction building block;3, hoop segment bolt.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and coordinate
Accompanying drawing describes in detail as follows:
Refer to Fig. 1-3, the mounting structure of shield range restraint measurement forced centering bracket:
Bracket 1 includes setting up and down two otic placode 1-1, is provided with installing hole 1-1-1, two otic placode shapes on two otic placodes
Becoming angle, the medial surface of two otic placodes forms locating surface and lower locating surface respectively, is provided with connecting plate 1-2 between two otic placodes,
Connecting plate connects near the position of upper end gripper shoe 1-3 horizontally outward extended, and the upper surface of gripper shoe forms measuring instrument peace
Assembling platform, the position near middle part is welded with the shank of bolt 1-4 for fixation measuring instrument on the supporting plate, in connecting plate and support
Connecting between plate and have tilt prop 1-5, connecting plate, gripper shoe and tilt prop form triangle joint structure.
Two otic placodes pass through two locating surfaces snaps respectively, in the two panels section of jurisdiction building block 2 that existing tunnel is circumferentially adjacent
Organize on the two ends locating surface of prefabricated hoop bolt connecting hole, the angle of two side-locating faces formation of i.e. two otic placodes and two side-locating faces
Between distance and shield tunnel in the location, two ends of prefabricated hoop bolt connecting hole in circumferentially adjacent two panels section of jurisdiction building block
The distance between angle and two ends locating surface between face is the most consistent.And above-mentioned two otic placodes are by through this group prefabricated hoop bolt
The hoop segment bolt 3 of the installing hole on connecting hole and two otic placodes is fixed in described two panels section of jurisdiction building block, the prefabricated ring of this group
It is arranged in the middle part of tunnel to bolt connecting hole or position that middle part is on the lower side.
In said structure, two otic placodes, connecting plate, gripper shoe, tilt prop and shank of bolt are all attached by welding manner.
This mounting structure needs to carry out site operation, concrete, installation site at the one of first selected carrier, preferred position
For the position that the middle part in existing tunnel and middle part are on the lower side, i.e. 3, clock~the position of 5 or 7~the position of 9;Then use
The hoop segment bolt of the connection two section of jurisdiction building block of this position is unloaded and falls down by adjustable wrench;Then the snap respectively of two otic placodes
On the end locating surface of the prefabricated hoop bolt connecting hole of two section of jurisdiction building blocks, original effect of both ends locating surface is: one end
End locating surface for positioning the nut of hoop segment bolt bar, the end locating surface of the other end is joined with shank of bolt for location
The nut closed;Put on hoop segment bolt the most again, by hoop bolt, two otic placodes are fixed in two section of jurisdiction building blocks;Then will
Connecting plate, gripper shoe, tilt prop and shank of bolt weld successively, form the mounting structure of this bracket.Wherein, support in welding
During plate, need horizon rule test level rear solderable;Finally stick the sign of " surveying marker notes protection ", spray control
Point is numbered.During shield tunnel construction, along with shield machine advances, usual shield range restraint is measured forced centering and is used
Bracket, installs at one every 150m-200m, and the installation process of its elsewhere is identical with above-mentioned installation process.Bracket is completed in tunnel
Rear is dismountable.
Claims (2)
1. shield range restraint measures the mounting structure of forced centering bracket, and its feature exists: bracket includes setting up and down two
Individual otic placode, is provided with installing hole on two otic placodes, and two otic placodes form angle, and the medial surface of two otic placodes forms location respectively
Face and lower locating surface, be provided with connecting plate between two otic placodes, and connecting plate connects to have near the position of upper end and horizontally outward extends
Gripper shoe, the upper surface of gripper shoe forms measuring instrument mounting platform, and the position near middle part is welded with for solid on the supporting plate
Determining the shank of bolt of measuring instrument, be connected and have tilt prop between connecting plate with gripper shoe, connecting plate, gripper shoe and tilt prop form three
Angle attachment structure;Two otic placodes pass through the snaps respectively of two locating surfaces in the two panels section of jurisdiction building block that existing tunnel is circumferentially adjacent
On the two ends locating surface of one group of prefabricated hoop bolt connecting hole, and by through this group prefabricated hoop bolt connecting hole and two ears
The hoop segment bolt of the connecting hole on plate is fixed in described two panels section of jurisdiction building block, and this group prefabricated hoop bolt connecting hole is arranged
In the position that the middle part in tunnel or middle part are on the lower side.
Shield range restraint the most according to claim 1 measures the mounting structure of forced centering bracket, it is characterised in that:
Two otic placodes, connecting plate, gripper shoe, tilt prop and shank of bolt are all attached by welding manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620617946.7U CN205858357U (en) | 2016-06-21 | 2016-06-21 | Shield range restraint measures the mounting structure of forced centering bracket |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620617946.7U CN205858357U (en) | 2016-06-21 | 2016-06-21 | Shield range restraint measures the mounting structure of forced centering bracket |
Publications (1)
Publication Number | Publication Date |
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CN205858357U true CN205858357U (en) | 2017-01-04 |
Family
ID=57637432
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620617946.7U Expired - Fee Related CN205858357U (en) | 2016-06-21 | 2016-06-21 | Shield range restraint measures the mounting structure of forced centering bracket |
Country Status (1)
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CN (1) | CN205858357U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108663692A (en) * | 2018-06-08 | 2018-10-16 | 湖南玛伽克蓝箭科技有限公司 | Mounting structure of the global position system on carrier |
CN109855612A (en) * | 2019-04-02 | 2019-06-07 | 中铁十二局集团有限公司 | A kind of forced centering structure and its centering method for tunnel traverse survey inside tunnel |
CN111636877A (en) * | 2020-04-29 | 2020-09-08 | 中交二航局第三工程有限公司 | Manufacturing method of forced centering bracket with pre-buried sliding groove and T-shaped bolt |
CN111854717A (en) * | 2020-08-28 | 2020-10-30 | 广州市盾建地下工程有限公司 | Bracket device for tunnel engineering wire net measurement and measurement method thereof |
-
2016
- 2016-06-21 CN CN201620617946.7U patent/CN205858357U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108663692A (en) * | 2018-06-08 | 2018-10-16 | 湖南玛伽克蓝箭科技有限公司 | Mounting structure of the global position system on carrier |
CN109855612A (en) * | 2019-04-02 | 2019-06-07 | 中铁十二局集团有限公司 | A kind of forced centering structure and its centering method for tunnel traverse survey inside tunnel |
CN111636877A (en) * | 2020-04-29 | 2020-09-08 | 中交二航局第三工程有限公司 | Manufacturing method of forced centering bracket with pre-buried sliding groove and T-shaped bolt |
CN111854717A (en) * | 2020-08-28 | 2020-10-30 | 广州市盾建地下工程有限公司 | Bracket device for tunnel engineering wire net measurement and measurement method thereof |
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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: 20170104 |
|
CF01 | Termination of patent right due to non-payment of annual fee |