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CN205888420U - Steel bow member and connector plates welding position ware - Google Patents

Steel bow member and connector plates welding position ware Download PDF

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Publication number
CN205888420U
CN205888420U CN201620675561.6U CN201620675561U CN205888420U CN 205888420 U CN205888420 U CN 205888420U CN 201620675561 U CN201620675561 U CN 201620675561U CN 205888420 U CN205888420 U CN 205888420U
Authority
CN
China
Prior art keywords
steel
channel
connector plates
bolt hole
section
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
CN201620675561.6U
Other languages
Chinese (zh)
Inventor
迟立新
王海明
徐林文
李祯
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.)
CCCC First Harbor Engineering Co Ltd
No 4 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
Original Assignee
CCCC First Harbor Engineering Co Ltd
No 4 Engineering Co Ltd of CCCC First Harbor 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 CCCC First Harbor Engineering Co Ltd, No 4 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd filed Critical CCCC First Harbor Engineering Co Ltd
Priority to CN201620675561.6U priority Critical patent/CN205888420U/en
Application granted granted Critical
Publication of CN205888420U publication Critical patent/CN205888420U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a steel bow member and connector plates welding position ware, including channel -section steel and round steel, the round steel has two, on groove steel bottom plate is located to the parallel, the interval of round steel is the same with the bolt hole distance on the connector plates, distance between round steel and the channel -section steel curb plate equals the I -steel base of steel bow member and the distance between the last bolt hole of connector plates, the round steel stretches out the thickness that length outside the channel -section steel is greater than connector plates, the diameter of round steel is less than the diameter that connector plates went up the bolt hole, the groove width of channel -section steel equals with the I -steel height of steel bow member, the channel -section steel can adopt the finished product, also can form by steel sheet welding, the utility model discloses simple structure, the preparation is convenient, need not be artifical with hand fixed connection steel sheet, guarantee the connector plates position accuracy of every unit of steel bow member, bolt hole location is corresponding, it can accurate connecting bolt to guarantee, has lightened working strength simultaneously, has improved the operating efficiency.

Description

A kind of steel arch-shelf and junction steel plate welded retainer
Technical field
This utility model is related to technical field of tunnel construction, and more particularly, to a kind of steel arch-shelf is positioned with junction steel plate welding Device.
Background technology
At present in the design of domestic composite lining tunnel, steel arch-shelf is often used, and it is applied to weak surrounding rock Strong supporting.In normal construction, it is all according to tunnel contour, steel arch-shelf is divided into several units, each unit two ends is welded to connect Steel plate, is machined with bolt hole above junction steel plate, then in tunnel, each section steel arch-shelf is connected with, assembled integral.
General steel arch-shelf is all artificial operation with steel plate welding, with handss fixing connection steel plate and steel arch-shelf, is then welded Connect.So junction steel plate and steel arch-shelf relative position only with workman personal sensation and experience it is impossible to accomplish to be accurately positioned, phase In fact it could happen that bolt hole cannot align or deviation is larger when splicing, bolt cannot pass through adjacent two unit steel arch-shelf Phenomenon.
Content of the invention
This utility model aims to solve the problem that the deficiencies in the prior art, and provides a kind of steel arch-shelf and junction steel plate welding positioning Device.
This utility model for achieving the above object, employs the following technical solutions: a kind of steel arch-shelf is fixed with junction steel plate welding Position device, including channel-section steel and round steel, described round steel has two, on the parallel base plate located at channel-section steel, the spacing of described round steel be connected steel Apart from identical, the distance between described round steel and channel-section steel side plate are equal to the I-steel base of steel arch-shelf and are connected bolt hole on plate The distance between steel plate upper bolt hole, described round steel stretch out channel-section steel outside length be more than junction steel plate thickness, described round steel Diameter be less than the diameter of junction steel plate upper bolt hole, the groove width of described channel-section steel is highly equal with the I-steel of steel arch-shelf.
Described channel-section steel can adopt finished product, also can be welded by steel plate.
Described round steel is welding with the connected mode of channel-section steel.
The beneficial effects of the utility model are: this utility model structure is simple, easy to make, are fixed even with handss without artificial Connect steel plate it is ensured that the junction steel plate position of each unit of steel arch-shelf accurately, bolt hole position corresponding it is ensured that can accurately connect Connecting bolt, alleviates working strength simultaneously, improves working performance.
Brief description
Fig. 1 is structural representation front view of the present utility model;
Fig. 2 is structural representation left view of the present utility model;
Fig. 3 is steel arch-shelf and junction steel plate connection diagram;
Fig. 4 is connected a-a sectional view for steel arch-shelf with junction steel plate;
In figure: 1- channel-section steel;2- round steel;3- junction steel plate;4- I-steel;5- bolt hole;
It is described in detail referring to the drawings below with reference to embodiment of the present utility model.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples:
As shown in figure 1, a kind of steel arch-shelf and junction steel plate welded retainer, including channel-section steel 1 and round steel 2, described round steel 2 has Two, on the parallel base plate located at channel-section steel 1, the spacing of described round steel 2 is with the bolt hole 5 on junction steel plate 3 apart from identical, described circle The distance between steel 2 and channel-section steel 1 side plate be equal between I-steel 4 base of steel arch-shelf and junction steel plate 3 upper bolt hole 5 away from From, described round steel 2 stretch out channel-section steel 1 outside length be more than the thickness of junction steel plate 3, the diameter of described round steel 2 is less than and connects steel The diameter of plate 3 upper bolt hole 5, the groove width of described channel-section steel 1 is highly equal with the I-steel 4 of steel arch-shelf.
Described channel-section steel 1 can adopt finished product, also can be welded by steel plate.
Described round steel 2 is welding with the connected mode of channel-section steel 1.
During work, channel-section steel 1 is buckled on the I-steel 4 of steel arch-shelf, and round steel 2 inserts in the bolt hole 5 on junction steel plate 3, it After junction steel plate 3 and steel arch-shelf can be welded.
Above in conjunction with accompanying drawing, this utility model is exemplarily described it is clear that this utility model implements is not subject to The restriction of aforesaid way, as long as employing the various improvement that method design of the present utility model and technical scheme are carried out, or without Improve and directly apply to other occasions, all within protection domain of the present utility model.

Claims (3)

1. a kind of steel arch-shelf and junction steel plate welded retainer are it is characterised in that include channel-section steel (1) and round steel (2), described round steel (2) have two, parallel on channel-section steel (1) base plate, bolt hole (5) on the spacing of described round steel (2) and junction steel plate (3) away from From identical, the distance between described round steel (2) and channel-section steel (1) side plate are equal to I-steel (4) base and the junction steel plate of steel arch-shelf (3) the distance between upper bolt hole (5), described round steel (2) stretch out channel-section steel (1) outside length be more than junction steel plate (3) thickness Degree, the diameter of described round steel (2) is less than diameter, the groove width of described channel-section steel (1) and the steel arch of junction steel plate (3) upper bolt hole (5) The I-steel (4) of frame is highly equal.
2. steel arch-shelf according to claim 1 and junction steel plate welded retainer are it is characterised in that described channel-section steel (1) It is welded by steel plate.
3. steel arch-shelf according to claim 1 and junction steel plate welded retainer are it is characterised in that described round steel (2) Connected mode with channel-section steel (1) is welding.
CN201620675561.6U 2016-06-30 2016-06-30 Steel bow member and connector plates welding position ware Expired - Fee Related CN205888420U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620675561.6U CN205888420U (en) 2016-06-30 2016-06-30 Steel bow member and connector plates welding position ware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620675561.6U CN205888420U (en) 2016-06-30 2016-06-30 Steel bow member and connector plates welding position ware

Publications (1)

Publication Number Publication Date
CN205888420U true CN205888420U (en) 2017-01-18

Family

ID=57770454

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620675561.6U Expired - Fee Related CN205888420U (en) 2016-06-30 2016-06-30 Steel bow member and connector plates welding position ware

Country Status (1)

Country Link
CN (1) CN205888420U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653776A (en) * 2019-02-20 2019-04-19 中交公局厦门工程有限公司 A kind of first connecting plate constructing device between branch steel arch-shelf in tunnel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653776A (en) * 2019-02-20 2019-04-19 中交公局厦门工程有限公司 A kind of first connecting plate constructing device between branch steel arch-shelf in tunnel

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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: 20170118

Termination date: 20210630

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