CN201302439Y - Right-angled position scale - Google Patents

Right-angled position scale Download PDF

Info

Publication number
CN201302439Y
CN201302439Y CNU2008201555248U CN200820155524U CN201302439Y CN 201302439 Y CN201302439 Y CN 201302439Y CN U2008201555248 U CNU2008201555248 U CN U2008201555248U CN 200820155524 U CN200820155524 U CN 200820155524U CN 201302439 Y CN201302439 Y CN 201302439Y
Authority
CN
China
Prior art keywords
scale
step plate
right angle
crossbeam
vertical beam
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
CNU2008201555248U
Other languages
Chinese (zh)
Inventor
乔培华
周镇江
汤苗林
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.)
Shanghai Installation Engineering Group Co Ltd
Original Assignee
Shanghai Installation Engineering 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 Shanghai Installation Engineering Co Ltd filed Critical Shanghai Installation Engineering Co Ltd
Priority to CNU2008201555248U priority Critical patent/CN201302439Y/en
Application granted granted Critical
Publication of CN201302439Y publication Critical patent/CN201302439Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model relates to a right-angled position scale, which includes a vertical beam thereof (1) and is characterized in that the scale also includes a cross beam (3) and a support end (4), wherein one end of the cross beam (3) is connected with the vertical beam (1) and the other end is connected with the support end (4). The right-angled position scale of the utility model improves the construction efficiency and reduces the construction difficulty.

Description

The right angle Position Scale
Technical field
The utility model relates to a kind of right angle Position Scale, particularly a kind of right angle Position Scale that the shield door step plate is installed.
Background technology
The installation of screen door in rail transit step plate is the most important thing that whole shield door is installed, and installation dimension is not in place, directly influences the quality that whole shield door is installed.Step plate is installed the spacing dimension (1403 that not only will consider step plate and orbit centre 0 + 10Mm), also to consider the relative elevation size (1050 of step plate apart from the tread height -10 0Mm), the levelness of step plate (≤2mm) and the spacing (12 ± 0.4mm) between two jigsaw of step plate.As finishing this work, use spirit-leveling instrument to construct by classic method, increase labour intensity and do not say, also to pay considerable manpower.
The utility model content
From accelerating the consideration of installation progress and reduction installation difficulty, the special right angle Position Scale of having done.
For achieving the above object, the technical solution of the utility model is as follows:
The right angle Position Scale comprises scale vertical beam (1), it is characterized in that, also comprises scale crossbeam (3), support end (4), and an end of described scale crossbeam (3) and scale vertical beam (1) link together, and the other end and support end (4) link together.
The right angle Position Scale is characterized in that, comprises reinforcement block (2), and reinforcement block (2) is connected the junction of scale vertical beam (1) and scale crossbeam (3) and the junction of support end (4) and scale crossbeam (3).
One end of scale vertical beam (1) and scale crossbeam (3) welds together.
The other end of scale crossbeam (3) and support end (4) weld together.
One end, the scale crossbeam (3) of reinforcement block (2) and scale vertical beam (1) welds together and the other end of scale vertical beam (1), and support end (4) welds together.
Beneficial effect:
In the installation process, behind the employing right angle Position Scale, improve the operating efficiency height, reduced difficulty of construction.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 to Fig. 5 is the structural representation that step plate is installed with classic method;
Fig. 6 to Fig. 8 is the structural representation that step plate is installed with the utility model;
Embodiment
Below in conjunction with specific embodiment, further set forth the utility model.Should be understood that these embodiment only to be used to the utility model is described and be not used in the restriction scope of the present utility model.Should be understood that in addition those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
As shown in Figure 1, the right angle Position Scale comprises scale vertical beam 1, it is characterized in that, also comprises scale crossbeam 3, support end 4, and an end and the scale vertical beam 1 of described scale crossbeam 3 link together, and the other end and support end 4 link together.
The right angle Position Scale is characterized in that, comprises reinforcement block 2, and reinforcement block 2 is connected the junction of scale vertical beam 1 and scale crossbeam 3 and the junction of support end 4 and scale crossbeam 3.
One end of scale vertical beam 1 and scale crossbeam 3 welds together.
The other end of scale crossbeam 3 and support end 4 weld together.
One end, the scale crossbeam 3 of reinforcement block 2 and scale vertical beam 1 welds together and the other end of scale vertical beam 1, and support end 4 welds together.
As shown in Figure 2, step plate 6 is installed the spacing dimension 10 (1403 that not only will consider step plate 6 and orbit centre 0 + 10Mm), also to consider the relative elevation size 9 (1050 of step plate 6 apart from the height at track 8 tops -10 0Mm), the levelness of step plate 6 (≤2mm) and the spacing (12 ± 0.4mm) between 6 two jigsaw of step plate.
The classic method that step plate is installed is:
As shown in Figure 3, set up a spirit-leveling instrument 16 on platform 5,5m Sopwith staff 11 rests on the track 8, reads the scale of Sopwith staff 11 from spirit-leveling instrument 16.Then 5m Sopwith staff 11 is moved on to step plate 6 positions, read Sopwith staff 11 scales, as shown in Figure 4.Scale 1 is deducted scale 2, obtain step plate 6 and track 8 relative elevation sizes.If do not reach installation provision size 1050mm, regulate step plate 6 height successively, remeasure the absolute altitude of step plate 6 again, the data of reading up to spirit-leveling instrument 16 satisfy installation requirement.
When carrying out above-mentioned work, also need constantly to adjust step plate 6 and the spacing dimension of track 8, the levelness of step plate 6 and the spacing between 6 two jigsaw of step plate.Adjust the spacing dimension of step plate 6 and track 8, need use plumb bob 13, ruler 12, as shown in Figure 5.The levelness level measurement of step plate 6, the spacing between 6 two jigsaw of step plate is measured with ruler 12.
The spacing dimension of step plate 6 and orbit centre 7, step plate 6 are apart from relative elevation size, the levelness of step plate 6 and the spacing between 6 two jigsaw of step plate of the height on track 8 tops, these four sizes all are relevant interlocks, step plate 6 is as long as there is adjustment at a place, and its excess-three place size all can change.Therefore, step plate 6 of every installation, all will to this everywhere size carry out checking measurements, deviation does not take place to guarantee installation accuracy.The installation difficulty of conventional mounting method is big, and efficient is low, and installation progress is slow, can't satisfy the requirement of construction speed.
By the installation work of M8 line shield door facts have proved that right angle Position Scale 14 has improved work efficiency, reduced the installation difficulty of step plate 6, have suitable practicality and economy.Use this right angle Position Scale again in the installation work of M6 line shield door.
As shown in Figure 6, use right angle Position Scale 14, only need the one end is rested on the platform 5, the other end rests on the track 8, and the block of right angle Position Scale 14 is close to track 8.Put level meter 15 on right angle Position Scale 14 crossbeams, crossbeam is adjusted to level.When step plate 6 is installed, as shown in Figure 7, only need to measure the distance of step plate 6 and right angle Position Scale 14 crossbeams with ruler, whether the absolute altitude that can measure step plate 6 satisfies installation requirement (because of the tread distance of Position Scale crossbeam lower end, right angle and track is a fixed value), need not to read the Sopwith staff scale repeatedly with spirit-leveling instrument.
The spacing dimension of step plate and orbit centre also can measure with ruler, as shown in Figure 8.
After using the right angle Position Scale, when step plate is installed, no longer need spirit-leveling instrument, Sopwith staff and plumb bob to measure the shift position repeatedly, can measure all installation dimensions with ruler.Therefore, in the installation process, behind the employing right angle Position Scale, improve the operating efficiency height, reduced difficulty of construction.

Claims (5)

1. the right angle Position Scale comprises scale vertical beam (1), it is characterized in that, also comprises scale crossbeam (3), support end (4), and an end of described scale crossbeam (3) and scale vertical beam (1) link together, and the other end and support end (4) link together.
2. right angle according to claim 1 Position Scale is characterized in that, comprises reinforcement block (2), and reinforcement block (2) is connected the junction of scale vertical beam (1) and scale crossbeam (3) and the junction of support end (4) and scale crossbeam (3).
3. right angle according to claim 1 Position Scale is characterized in that, an end of described scale vertical beam (1) and scale crossbeam (3) welds together.
4. right angle according to claim 1 Position Scale is characterized in that, the other end of described scale crossbeam (3) and support end (4) weld together.
5. right angle according to claim 1 and 2 Position Scale, it is characterized in that, one end, the scale crossbeam (3) of described reinforcement block (2) and scale vertical beam (1) welds together and the other end of scale vertical beam (1), and support end (4) welds together.
CNU2008201555248U 2008-11-18 2008-11-18 Right-angled position scale Expired - Lifetime CN201302439Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201555248U CN201302439Y (en) 2008-11-18 2008-11-18 Right-angled position scale

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201555248U CN201302439Y (en) 2008-11-18 2008-11-18 Right-angled position scale

Publications (1)

Publication Number Publication Date
CN201302439Y true CN201302439Y (en) 2009-09-02

Family

ID=41086065

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201555248U Expired - Lifetime CN201302439Y (en) 2008-11-18 2008-11-18 Right-angled position scale

Country Status (1)

Country Link
CN (1) CN201302439Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104677244A (en) * 2013-11-26 2015-06-03 国家电网公司 Checking device
CN108534631A (en) * 2018-06-20 2018-09-14 中国铁路设计集团有限公司 A kind of Subway Station Platform door surveying setting-out device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104677244A (en) * 2013-11-26 2015-06-03 国家电网公司 Checking device
CN108534631A (en) * 2018-06-20 2018-09-14 中国铁路设计集团有限公司 A kind of Subway Station Platform door surveying setting-out device

Similar Documents

Publication Publication Date Title
CN201575794U (en) Precision measurement device for long wave irregularity of high-speed railway track
CN205839498U (en) A kind of railway rail detector based on A INS
CN109373988B (en) Instrument and method for measuring trackless construction of overhead contact system in tunnel
CN202501819U (en) Measuring device and pedal measuring device
CN108759768A (en) Rail traffic vehicles car body assembles amount of deflection adjustment amount on-position measure and indicating means
CN202853580U (en) Apparatus for dynamic measurement of vehicle outer contour dimension and weight
CN201302439Y (en) Right-angled position scale
CN108645310B (en) Parameter measurement device for evacuation platform girder steel in subway tunnel
CN201187991Y (en) Apparatus for detecting main beam side curvature of cranes
CN202002625U (en) Template verticality inspection device
CN109163994B (en) Novel full-automatic digital display rebound bending measurement system
CN209584747U (en) High-speed railway movable precise adjusting device for track slab
CN203148425U (en) Leveling device for track inspection
CN110375552A (en) The accurate method of adjustment of sintering pallet track
CN212409713U (en) Laser direction indicator capable of accurately adjusting angle
CN105841592B (en) A kind of measuring device and its application method of jacking axis deviant
CN210704415U (en) Mounting and positioning tool for sealing slide way of sintering machine
CN209246969U (en) A kind of trolley coach sleeper beam detection platform
CN210400865U (en) Barrier trolley for measuring effective height of anti-collision beam
CN207846114U (en) Train rail detecting system level calibration device
CN208458604U (en) A kind of Quick measurement tool for anti-collision wall
CN208139978U (en) A kind of Subway Station Platform door surveying setting-out device
CN2369208Y (en) Diameter gauge
CN107476148B (en) Passenger special line fastener installation and long steel rail fine adjustment construction method
CN206944932U (en) A kind of urban track traffic trackside equipment installation site measuring system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: SHANGHAI INSTALLATION ENGINEERING GROUP CO., LTD.

Free format text: FORMER NAME: SHANGHAI INSTALLATION ENGINEERING CO., LTD.

CP03 Change of name, title or address

Address after: 200080 No. 390, Tanggu Road, Shanghai, Hongkou District

Patentee after: Shanghai Installation Engineering Group Co., Ltd.

Address before: 200080 No. 390, Tanggu Road, Shanghai

Patentee before: Shanghai Installation Engineering Co., Ltd.

CX01 Expiry of patent term

Granted publication date: 20090902

CX01 Expiry of patent term