CN205843546U - A kind of relative displacement detection device of bridge and splice plate girder construction - Google Patents

A kind of relative displacement detection device of bridge and splice plate girder construction Download PDF

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Publication number
CN205843546U
CN205843546U CN201620782743.3U CN201620782743U CN205843546U CN 205843546 U CN205843546 U CN 205843546U CN 201620782743 U CN201620782743 U CN 201620782743U CN 205843546 U CN205843546 U CN 205843546U
Authority
CN
China
Prior art keywords
encoder
steel wire
wire rope
relative displacement
bridge
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
CN201620782743.3U
Other languages
Chinese (zh)
Inventor
杨明
王自彬
王水龙
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 TONGFENG ENGINEERING CONSULTATION Co Ltd
Original Assignee
SHANGHAI TONGFENG ENGINEERING CONSULTATION 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 TONGFENG ENGINEERING CONSULTATION Co Ltd filed Critical SHANGHAI TONGFENG ENGINEERING CONSULTATION Co Ltd
Priority to CN201620782743.3U priority Critical patent/CN205843546U/en
Application granted granted Critical
Publication of CN205843546U publication Critical patent/CN205843546U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model relates to bridge security detection field, the relative displacement detection device of a kind of bridge and splice plate girder construction.Including gear, encoder, shell, it is characterized in that: in described shell, be respectively arranged on the left side and the right side gear and encoder, it is wound with steel wire rope on described encoder, the left end of described steel wire rope is fixing on the encoder, and the right-hand member of steel wire rope is walked around gear and exposes outside shell, and the right-hand member of steel wire rope is provided with draw ring.This utility model compared with the existing technology, simple in construction, novelty, easy to use;Relative displacement is directly measured by the method using mechanical type Aulomatizeted Detect, has the advantages such as data precision height, strong interference immunity, data are reliable, range is big, sample frequency is high, and volume is little, easy for installation.

Description

A kind of relative displacement detection device of bridge and splice plate girder construction
Technical field
This utility model relates to the relative of bridge security detection field, a kind of bridge and splice plate girder construction Displacement detector.
Background technology
Relative displacement detection method and sensor are mainly based on resistor type displacement sensor and hydrostatic level at present.Electricity Resistive displacement transducer demarcates relative displacement by the change of the resistance value that detection relative displacement causes, it is judged that relative displacement Whether in specification allowed band, and when hydrostatic level is by measuring change in displacement, in liquid storing barrel, the change of liquid level determines The change in displacement of measuring point.Both detection sensor bulk are relatively big, heavier mass, installation inconvenience, temperature influence are big, collection Frequency is low, low precision.
Summary of the invention
This utility model, for overcoming the deficiencies in the prior art, designs one not temperature influence, has sample frequency high, smart Spend the relative displacement detection device of the bridge jointing slab and girder of high feature.
For achieving the above object, design the relative displacement detection device of a kind of bridge and splice plate girder construction, including gear, Encoder, shell, it is characterized in that: in described shell, be respectively arranged on the left side and the right side gear and encoder, described encoder twines Being wound with steel wire rope, the left end of described steel wire rope is fixing, and the right-hand member of steel wire rope is walked around gear and exposes outside shell on the encoder, The right-hand member of steel wire rope is provided with draw ring.
Described shell be arranged over connector, described connector is located at the top of encoder.
The bottom of described gear and the bottom of encoder are in same level.
This utility model compared with the existing technology, simple in construction, novelty, easy to use;Use mechanical type Aulomatizeted Detect Method relative displacement is directly measured, have data precision height, strong interference immunity, data are reliable, range is big, sampling Frequency is high, the advantages such as volume is little, easy for installation.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Seeing Fig. 1, wherein, 1 is gear, and 2 is encoder, and 3 is steel wire rope, and 4 is draw ring, and 5 is shell, and 6 is connector.
Detailed description of the invention
Below according to accompanying drawing, this utility model is described further.
As it is shown in figure 1, be respectively arranged on the left side and the right side gear 1 and encoder 2 in described shell 5, described encoder 2 twines Being wound with steel wire rope 3, the left end of described steel wire rope 3 is fixed on encoder 2, and the right-hand member of steel wire rope 3 is walked around gear 1 and exposes outside Outside shell 5, the right-hand member of steel wire rope 3 is provided with draw ring 4.
Described shell 5 be arranged over connector 6, described connector 6 is located at the top of encoder 2.
The bottom of described gear 1 and the bottom of encoder 2 are in same level.
This utility model use time, respectively draw ring 4 and connector 6 are fixed on two pieces of adjacent bridge plates, when this two Occur between block bridge plate that relative relief can cause connection gear 1 and encoder 2 two parts steel wire rope 3 length to change same length Degree, owing to steel wire rope 3 is to be wound on to be connected on gear 1 and encoder 2, the change of steel wire rope 3 length can driven gear 1 and correspondence Encoder 2 rotate angle corresponding to corresponding length, θ=Δ L/(2 π R) × 360, wherein R is tooth radius.And encoder can root Send corresponding pulse signal according to the angle rotated, corresponding relative shift can be obtained from the pulse signal sent, and Discrepancy in elevation symbol.The relative displacement detection device range of this practicality reaches 300mm, precision 0.04mm, and sample frequency reaches 100Hz, More existing detection equipment precision is high, and range is big, and sample frequency is high, the most not temperature influence.

Claims (3)

1. a relative displacement detection device for bridge and splice plate girder construction, including gear, encoder, shell, is characterized in that: Being respectively arranged on the left side and the right side gear (1) and encoder (2) in described shell (5), described encoder is wound with steel wire rope on (2) (3), the left end of described steel wire rope (3) is fixed on encoder (2), and the right-hand member of steel wire rope (3) is walked around gear (1) and exposes outside Outward, the right-hand member of steel wire rope (3) is provided with draw ring (4) to shell (5).
The relative displacement detection device of a kind of bridge the most as claimed in claim 1 and splice plate girder construction, is characterized in that: described Shell (5) be arranged over connector (6), described connector (6) is located at the top of encoder (2).
The relative displacement detection device of a kind of bridge the most as claimed in claim 1 and splice plate girder construction, is characterized in that: described The bottom of gear (1) is in same level with the bottom of encoder (2).
CN201620782743.3U 2016-07-25 2016-07-25 A kind of relative displacement detection device of bridge and splice plate girder construction Expired - Fee Related CN205843546U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620782743.3U CN205843546U (en) 2016-07-25 2016-07-25 A kind of relative displacement detection device of bridge and splice plate girder construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620782743.3U CN205843546U (en) 2016-07-25 2016-07-25 A kind of relative displacement detection device of bridge and splice plate girder construction

Publications (1)

Publication Number Publication Date
CN205843546U true CN205843546U (en) 2016-12-28

Family

ID=57624698

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620782743.3U Expired - Fee Related CN205843546U (en) 2016-07-25 2016-07-25 A kind of relative displacement detection device of bridge and splice plate girder construction

Country Status (1)

Country Link
CN (1) CN205843546U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112945055A (en) * 2021-01-28 2021-06-11 泉州市中原盛辉地产代理有限公司 Measuring mechanism for relative vertical displacement between adjacent hollow plates of hollow slab bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112945055A (en) * 2021-01-28 2021-06-11 泉州市中原盛辉地产代理有限公司 Measuring mechanism for relative vertical displacement between adjacent hollow plates of hollow slab bridge

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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: 20161228

Termination date: 20200725

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