CN109488327A - A kind of tunnel rack - Google Patents

A kind of tunnel rack Download PDF

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Publication number
CN109488327A
CN109488327A CN201811512525.8A CN201811512525A CN109488327A CN 109488327 A CN109488327 A CN 109488327A CN 201811512525 A CN201811512525 A CN 201811512525A CN 109488327 A CN109488327 A CN 109488327A
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CN
China
Prior art keywords
otic placode
elongation
steel plate
main couple
tunnel
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.)
Pending
Application number
CN201811512525.8A
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Chinese (zh)
Inventor
谢飞鸿
宋朝
刘自豪
陈静
关伟
蔡磊
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.)
Chengdu University
Original Assignee
Chengdu University
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 Chengdu University filed Critical Chengdu University
Priority to CN201811512525.8A priority Critical patent/CN109488327A/en
Publication of CN109488327A publication Critical patent/CN109488327A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/122Working or loading platforms

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses a kind of tunnel racks, including main couple and the otic placode being arranged on main couple, the otic placode is connect by connection structure with elongation otic placode, the connection structure include be welded on the first of otic placode two sides widen steel plate, be welded on elongation otic placode two sides second widen steel plate, elongation otic placode support plate, described first, which widens steel plate, is welded in elongation otic placode support plate, and described second, which widens steel plate, is fixedly connected by pin with elongation otic placode support plate.Elongation otic placode is arranged on the otic placode of rack and extends to the length of otic placode for this programme, in order to the operation of tunnel perimeter hole construction.

Description

A kind of tunnel rack
Technical field
A kind of constructing tunnel device machine field of the present invention, and in particular to tunnel rack.
Background technique
In constructing tunnel, in order to which the carrying of rack when tunnel tunnel face excavation is smooth, rack, existing rack will use Including main couple and otic placode, still, in the drill-blast tunnelling engineering in some tunnels, the otic placode of existing rack is shorter, causes tunnel Periphery hole constructional difficulties.
Summary of the invention
In order to solve the above-mentioned technical problem the present invention provides a kind of tunnel rack.
The present invention is achieved through the following technical solutions:
A kind of tunnel rack, including main couple and the otic placode being arranged on main couple, the otic placode passes through connection structure and elongation Otic placode connection, the connection structure include being welded on the first of otic placode two sides widen steel plate, be welded on the of elongation otic placode two sides Two widen steel plate, elongation otic placode support plate, and described first, which widens steel plate, is welded in elongation otic placode support plate, and described second widens Steel plate is fixedly connected by pin with elongation otic placode support plate.Elongation otic placode is arranged to otic placode in this programme on the otic placode of rack Length is extended, in order to the operation of tunnel perimeter hole construction.First widen steel plate, second widen steel plate respectively to otic placode, The width of elongation otic placode two sides is extended, and enhances the stability connecting with elongation otic placode support plate.First widens steel plate and stretches Using the connection type of welding between long otic placode support plate, guarantee the stability of structure;Second widens steel plate and elongation otic placode branch It is attached between fagging using pin, it is easy to disassemble, so that rack is met a variety of use demands.When tunnel cross-section width is smaller When, without using elongation otic placode, inner wall operation can be completed;And for wider tunnel, when rack otic placode is shorter, the bad work in two sidewalls Industry, and security risk is increased, therefore the technical method of elongation otic placode is used to protect simultaneously to meet the construction operation of two sidewalls The safety for having hindered worker is also beneficial to construct.
Preferably, in order to further improve the stability of elongation otic placode structure, the rank of the otic placode and elongation otic placode Connect that end is provided with step and elongation otic placode is placed in below step.
Preferably, described second widens steel plate by more in order to further improve the stability of elongation otic placode structure A pin is fixedly connected with elongation otic placode support plate.
Further, the pin has 4.
Preferably, the otic placode has 4.
Further, in order to further improve the stability of horse structure, the main couple includes two root posts main truss Frame, the upper beam main couple for being connected to two root posts main couple top, the middle cross beam master being connected between two root posts main couple The both ends of middle cross beam main couple are arranged in truss, the groined type reinforcing member being arranged on middle cross beam main couple, the otic placode.
Further, the length of the otic placode is 1000-1200mm, provides initial job using rack construction for worker Face.The length of the elongation otic placode is 400mm-600mm, and elongation otic placode plays auxiliary elongate, uses rack for construction personnel More operating spaces are provided when construction.
Compared with prior art, the present invention having the following advantages and benefits:
1, present invention setting elongation otic placode on the otic placode of rack extends the length of otic placode, in order to which tunnel perimeter hole is applied The operation of work.
2, of the invention first widen steel plate, second widen steel plate respectively to otic placode, extend otic placode two sides width carry out Extension enhances the stability connecting with elongation otic placode support plate;First widens between steel plate and elongation otic placode support plate using weldering The connection type connect guarantees the stability of structure;Second is widened between steel plate and elongation otic placode support plate and is connected using pin It connects, it is easy to disassemble, so that rack is met a variety of use demands.
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the embodiment of the present invention, constitutes one of the application Point, do not constitute the restriction to the embodiment of the present invention.
Cross-sectional view when Fig. 1 is use of the invention.
Fig. 2 is the cross-sectional view of otic placode and elongation otic placode of the invention.
Fig. 3 is the top view of otic placode and elongation otic placode of the invention.
Fig. 4 is the perspective view of otic placode and elongation otic placode of the invention.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, below with reference to embodiment and attached drawing, to this Invention is described in further detail, and exemplary embodiment of the invention and its explanation for explaining only the invention, are not made For limitation of the invention.
Embodiment 1
A kind of tunnel rack as shown in Figures 1 to 4, for the construction in tunnel 32, including main couple and setting are on main couple Otic placode 9, the otic placode 9 connect by connection structure with elongation otic placode 13, and the connection structure is including being welded on 9 two sides of otic placode First widen steel plate 11, be welded on the second of elongation 13 two sides of otic placode and widen steel plate 33, elongation otic placode support plate 17, described the One, which widens steel plate 11, is welded in elongation otic placode support plate 17, and described second, which widens steel plate 33, passes through pin 15 and elongation otic placode branch Fagging 17 is fixedly connected.
Embodiment 2
The present embodiment improves on the basis of above-described embodiment structure, i.e. the cohesive end of otic placode 9 and elongation otic placode 13 is arranged There is step and elongation otic placode 13 is placed in below step.Otic placode 9 at elongation otic placode connecting pin wedgewise structure, extend changing for otic placode End is similarly wedge structure.The length of otic placode 9 is 1000-1200mm;The length of the elongation otic placode 13 is 400mm-600mm. Preferably, the length of otic placode 9 is 1200mm;Elongation otic placode shop is 600mm, and it is empty that bigger activity can be provided for constructing tunnel Between.
Main couple 1 include two root posts main couple 1, be connected to 1 top of two root posts main couple upper beam main couple 2, It is connected to the middle cross beam main couple 3 between two root posts main couple 1, the groined type reinforcing member being arranged on middle cross beam main couple 3 4, the both ends of middle cross beam main couple 3 are arranged in the otic placode 9.The otic placode 9 has 4, is separately positioned on middle cross beam main couple 3 Both ends, main couple 1 is at door type structure and at symmetrical structure to guarantee stable structure.
Second, which widens steel plate 33, is fixedly connected by multiple pins 15 with elongation otic placode support plate 17.Preferably, pin has 4 It is a.Second widens setting pin hole 35 on steel plate 33, and pin 15 is placed in pin hole 35 and realizes the two connection.
When installation:
The wedge structure that length is 20mm is made in otic placode 9 and elongation otic placode connecting pin;
The wedge shape elongation otic placode 13 that production matches with 9 wedge structure of otic placode;
One piece first is respectively welded in 9 two sides of otic placode and widens steel plate 11, is respectively welded one piece second in elongation 13 two sides of otic placode Widen steel plate 33;
By otic placode 9 and elongation otic placode support plate 17 widens steel plate 11 by first and elongation otic placode support plate 17 welds together;
Elongation 13 two sides of otic placode are welded with the second of reserved pin hole 35 and widen steel plate 33, and by two sides, totally 4 pins 15 will be stretched Long otic placode 13 and elongation otic placode support plate 3 bolt.
Total otic placode 9 and first widens the welding of steel plate 11, extends otic placode support plate 17 and first and widens the weldering of steel plate 11 It connects;And extend otic placode 13 and second and widen the welding of steel plate 33, it extends the second of otic placode and widens steel plate 33 and elongation otic placode support plate 17 are bolted by horse pin 15.Tunnel rack solves otic placode by elongation otic placode using otic placode elongated structure and elongation method The too short disadvantage for causing construction inconvenient, site test results show that otic placode elongated structure and elongation method solve this problem, Constructing tunnel is facilitated to a certain extent.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects It is described in detail, it should be understood that being not intended to limit the present invention the foregoing is merely a specific embodiment of the invention Protection scope, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should all include Within protection scope of the present invention.

Claims (7)

1. a kind of tunnel rack, including main couple and the otic placode (9) being arranged on main couple, which is characterized in that the otic placode (9) It is connect by connection structure with elongation otic placode (13), the connection structure includes being welded on the first of otic placode (9) two sides to widen steel Plate (11), be welded on elongation otic placode (13) two sides second widen steel plate (33), elongation otic placode support plate (17), described first plus Wide steel plate (11) is welded in elongation otic placode support plate (17), and described second, which widens steel plate (33), passes through pin (15) and elongation ear Plate support plate (17) is fixedly connected.
2. a kind of tunnel rack according to claim 1, which is characterized in that the otic placode (9) and elongation otic placode (13) Cohesive end is provided with step and elongation otic placode (13) is placed in below step.
3. a kind of tunnel rack according to claim 1, which is characterized in that described second widens steel plate (33) by multiple Pin is fixedly connected with elongation otic placode support plate (17).
4. a kind of tunnel rack according to claim 3, which is characterized in that the pin has 4.
5. a kind of tunnel rack according to claim 1, which is characterized in that the otic placode (9) has 4.
6. a kind of tunnel rack according to claim 5, which is characterized in that the main couple (1) includes two root posts master Truss (1), is connected to two root posts main couple (1) at the upper beam main couple (2) for being connected to two root posts main couple (1) top Between middle cross beam main couple (3), groined type reinforcing member (4) on middle cross beam main couple (3) is set, the otic placode (9) sets Set the both ends in middle cross beam main couple (3).
7. a kind of tunnel rack according to claim 5, which is characterized in that the length of the otic placode (9) is 1000- 1200mm;The length of elongation otic placode (13) is 400mm-600mm.
CN201811512525.8A 2018-12-11 2018-12-11 A kind of tunnel rack Pending CN109488327A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811512525.8A CN109488327A (en) 2018-12-11 2018-12-11 A kind of tunnel rack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811512525.8A CN109488327A (en) 2018-12-11 2018-12-11 A kind of tunnel rack

Publications (1)

Publication Number Publication Date
CN109488327A true CN109488327A (en) 2019-03-19

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Country Link
CN (1) CN109488327A (en)

Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11277264A (en) * 1998-03-30 1999-10-12 Mazda Motor Corp Laser beam welding method and equipment therefor
CN201635171U (en) * 2010-04-20 2010-11-17 东南大学 Steel node prefabricating and assembling reinforced concrete frame structure
CN202099239U (en) * 2011-06-15 2012-01-04 中国十九冶集团有限公司 Accurate positioning device for pre-buried pipe of coke oven foundation top plate
CN202560245U (en) * 2012-05-11 2012-11-28 中国建筑第五工程局有限公司 Multifunctional trolley with freely retractable arms
CN203384173U (en) * 2013-06-24 2014-01-08 庞启民 Corner brace of cabinet upper plane corner portion
KR20140014473A (en) * 2012-07-24 2014-02-06 주식회사 세안 Yieldable steel arches supports in tunnel construction
CN203810014U (en) * 2014-02-25 2014-09-03 王建华 Hollow glass-steel plate
CN104100007A (en) * 2014-07-16 2014-10-15 天元建设集团有限公司 Double-lug-plate type square tube column and H-shaped steel frame variable-beam-depth assembly joint and construction method thereof
CN104117762A (en) * 2014-08-16 2014-10-29 国家电网公司 Rebar groove welding method
CN105464294A (en) * 2015-12-29 2016-04-06 深圳市鑫明光实业有限公司 Roof system and continuous welding roof layer structure
CN106835929A (en) * 2017-03-09 2017-06-13 河南大建桥梁钢构股份有限公司 A kind of assembled Wavelike steel webplate continuous composite beam
CN206295107U (en) * 2016-09-20 2017-07-04 郭垣敬 Frame-type cabinet
CN206667470U (en) * 2017-02-17 2017-11-24 北京工业大学 A kind of end plate assembled channel-section steel for recovering function punches beam column node connection device
CN207776092U (en) * 2018-01-22 2018-08-28 甘肃建筑职业技术学院 A kind of novel fabricated frame beam column connecting node
CN207846687U (en) * 2018-02-02 2018-09-11 青岛理工大学 Prefabricated assembled modularization frame node
CN209212244U (en) * 2018-12-11 2019-08-06 成都大学 A kind of tunnel rack

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11277264A (en) * 1998-03-30 1999-10-12 Mazda Motor Corp Laser beam welding method and equipment therefor
CN201635171U (en) * 2010-04-20 2010-11-17 东南大学 Steel node prefabricating and assembling reinforced concrete frame structure
CN202099239U (en) * 2011-06-15 2012-01-04 中国十九冶集团有限公司 Accurate positioning device for pre-buried pipe of coke oven foundation top plate
CN202560245U (en) * 2012-05-11 2012-11-28 中国建筑第五工程局有限公司 Multifunctional trolley with freely retractable arms
KR20140014473A (en) * 2012-07-24 2014-02-06 주식회사 세안 Yieldable steel arches supports in tunnel construction
CN203384173U (en) * 2013-06-24 2014-01-08 庞启民 Corner brace of cabinet upper plane corner portion
CN203810014U (en) * 2014-02-25 2014-09-03 王建华 Hollow glass-steel plate
CN104100007A (en) * 2014-07-16 2014-10-15 天元建设集团有限公司 Double-lug-plate type square tube column and H-shaped steel frame variable-beam-depth assembly joint and construction method thereof
CN104117762A (en) * 2014-08-16 2014-10-29 国家电网公司 Rebar groove welding method
CN105464294A (en) * 2015-12-29 2016-04-06 深圳市鑫明光实业有限公司 Roof system and continuous welding roof layer structure
CN206295107U (en) * 2016-09-20 2017-07-04 郭垣敬 Frame-type cabinet
CN206667470U (en) * 2017-02-17 2017-11-24 北京工业大学 A kind of end plate assembled channel-section steel for recovering function punches beam column node connection device
CN106835929A (en) * 2017-03-09 2017-06-13 河南大建桥梁钢构股份有限公司 A kind of assembled Wavelike steel webplate continuous composite beam
CN207776092U (en) * 2018-01-22 2018-08-28 甘肃建筑职业技术学院 A kind of novel fabricated frame beam column connecting node
CN207846687U (en) * 2018-02-02 2018-09-11 青岛理工大学 Prefabricated assembled modularization frame node
CN209212244U (en) * 2018-12-11 2019-08-06 成都大学 A kind of tunnel rack

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
齐永前;: "80m钢-混凝土组合桁梁钢结构制造安装技术", 世界桥梁, no. 05, pages 11 - 14 *

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