CN202810885U - Tunnel excavation support bench - Google Patents

Tunnel excavation support bench Download PDF

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Publication number
CN202810885U
CN202810885U CN2012204337608U CN201220433760U CN202810885U CN 202810885 U CN202810885 U CN 202810885U CN 2012204337608 U CN2012204337608 U CN 2012204337608U CN 201220433760 U CN201220433760 U CN 201220433760U CN 202810885 U CN202810885 U CN 202810885U
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CN
China
Prior art keywords
platform
chassis
tunnel excavation
excavation support
door frame
Prior art date
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Active
Application number
CN2012204337608U
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Chinese (zh)
Inventor
高飞
李波
郑永胜
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.)
No2 Engineering Co Ltd Zhongtie No4 Bureau Group
Second Engineering Co Ltd of CTCE Group
Original Assignee
No2 Engineering Co Ltd Zhongtie No4 Bureau Group
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Publication date
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Priority to CN2012204337608U priority Critical patent/CN202810885U/en
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Publication of CN202810885U publication Critical patent/CN202810885U/en
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Abstract

The utility model discloses a tunnel excavation support bench comprising a trolley door frame, a trolley truss, a trolley door opening and a trolley work platform, wherein the trolley work platform is divided into an upper layer and a lower layer, and is provided with a fixing platform, a telescopic platform I and a telescopic platform II, the fixing platform and the telescopic platform I are on the upper layer, and the telescopic platform II is disposed on the lower layer. The tunnel excavation support bench can shorten process work time and process connecting time, is widely used in tunnel construction, improves construction quality, accelerates schedule, and is remarkable in effect.

Description

The tunnel excavation support stand
Technical field
The utility model relates to a kind of stand, particularly the excavation supporting stand in a kind of constructing tunnel.
Background technology
Along with the development of society and the progress of science and technology, the excavation mechinery of Large Efficient such as the large section boring machine of TBM, various hammer drill, more and more is used in the tunnel excavation.But be subjected to the restriction of economic condition and the restriction of technical level can use efficient excavation mechinery and bring into play high efficiency tunnel considerably less.A large amount of tunnel excavations also remains artificial air drill excavation.And artificial air drill excavation is subjected to the restriction of tunneling operation height will divide many bench excavations.This compares with the stand excavation increases operation, can not take full advantage of the labour, has increased like this time that excavation, supporting circulate, thereby has caused construction speed slow.Therefore the research of tunnel excavation, supporting stand can reduce the cycle time for working of constructing tunnel, guarantees that construction safety and quality have very high practical value.And existing stand function singleness does not have also that a stand can be applied to excavate simultaneously, a step of advance support, preliminary bracing construction.
Summary of the invention
Goal of the invention of the present utility model is in order to overcome the shortcoming in the above-mentioned background technology, to provide a kind of making simple, being fit to the tunnel excavation support stand of progress multiple constructing tunnel operation and that can improve construction quality.
The technical solution of the utility model is: a kind of tunnel excavation support stand, comprise chassis door frame, chassis truss, chassis door opening and chassis job platform, described chassis job platform is divided into up and down two-layer, total fixed platform, scaling platform I, three job platforms of scaling platform II, fixed platform and the scaling platform I upper strata that coexists wherein, the scaling platform II is in lower floor.
Described chassis door frame has three Pin door frames to be welded, and door frame is formed by the welding of two Pin I18 i iron, and the chassis truss is spliced by single Pin I18 i iron and the channel-section steel that adopts I20.
The bracing frame position of described chassis door frame is provided with for mobile tire, and mobile power is mechanical push-and-pull, such as loader.
All completely be covered with reinforced mesh on the described tunnel excavation support stand on each layer.
The beneficial effects of the utility model are: the utility model is applicable to positive benching tunnelling method and full section method construction operation, be applicable in tunnel survey operation, bursting work, advance support operation, the preliminary bracing anchor bolt construction, bow member installation, the laying of net sheet, sprayed mortar, slip casting, owe to dig the operations such as processing.Can shorten working procedure duration, reduce the procedure connection time.Be widely used in the tunnel constructing tunnel, improve construction quality and progress, effect is remarkable.
Description of drawings
Fig. 1 is stereogram of the present utility model;
Fig. 2 is the front view of Fig. 1;
Wherein: 1, chassis door frame, 2, the chassis truss, 3, the chassis door opening, 4, diagonal brace, 5, fixed platform, 6, the scaling platform I, 7, the scaling platform II, 8, tire.
The specific embodiment
Present embodiment shown in Fig. 1 is extremely shown in Figure 2:
Chassis door frame (1): door frame adopts the welding of 2 Pin I18 i iron, and the long 6.1m of chassis, high 4.0m altogether three products door frame are welded.Door frame assembly unit in the tunnel after processing district blanking, welding well.
Chassis truss (2): adopt single Pin I18 i iron, diagonal brace all adopts the I20 channel-section steel.
Chassis door opening (3): will be placed in the tunnel for making things convenient for the constructing tunnel stand, so stand must arrange door opening.The door opening size is determined according to tunnel excavation section, Work machine size and the stressed safety of stand.The wide * height of door opening size is 6.8m*4.3m, and is added with diagonal brace (4).
The chassis job platform: totally two layers, three job platforms, every interlamellar spacing is 2.1m, scaling platform I (6) and scaling platform II (7) they are the telescopic movable foot platform.The canned paragraph length of scaling platform I is 90cm, and for I18 i iron weld length on its web is 90cm Φ 108 seamless steel pipes, intubating length is Φ 80 seamless steel pipes of 1.1m in the steel pipe.Scaling platform II (7) is 1.6m Φ 108 seamless steel pipes for the I18 i iron in its web welding one length, intubating length is Φ 80 seamless steel pipes of 2.5m in the steel pipe, and to process a height by the center line side with the I18 i iron at platform be that 20cm, width are that the pedal of 1.0m is in order to excavate job execution.Fixed platform (5), width are 6.8m, are convenience, the safety that guarantees positive vault construction operation, and the split heads of a wide 3.4m, high 0.4m is set in the centre.It is long that fixed platform (5) is extended 1.3m near the face end, is in order to prevent that face excavation irregularity from can not design trolley running to the scope of operation, strengthened the safety of operation like this.
Scaling platform I (6) and scaling platform II (7) design are for the variation that is applicable to section and avoid trolley running to destroy preliminary bracing face and damage stand.
The stand connected mode adopts welding, and each layer of chassis completely spreads reinforced mesh.
The trolley running mode is rubber-tyred, tire (8) external diameter 110cm.Power is that mechanical push-and-pull is mainly loader.
At chassis switchbox, airduct, water pipe and gate valve are installed, safe voltage is used in the chassis illumination, guarantees construction safety.Waning and the extension protection sign of protection is set around stand.
The scope of application of the present utility model: be applicable to positive benching tunnelling method and full section method construction operation; Be applicable to tunnel survey operation, bursting work, advance support operation, preliminary bracing (anchor bolt construction, bow member are installed, the net sheet is laid, sprayed mortar), slip casting, owe to dig the operation such as processing.

Claims (4)

1. tunnel excavation support stand, comprise chassis door frame, chassis truss, chassis door opening and chassis job platform, it is characterized in that described chassis job platform is divided into up and down two-layer, total fixed platform, scaling platform I, three job platforms of scaling platform II, fixed platform and the scaling platform I upper strata that coexists wherein, the scaling platform II is in lower floor.
2. tunnel excavation support stand as claimed in claim 1 is characterized in that described chassis door frame has three Pin door frames to be welded, and door frame is formed by the welding of two Pin I18 i iron, and the chassis truss is spliced by single Pin I18 i iron and the channel-section steel that adopts I20.
3. tunnel excavation support stand as claimed in claim 1 is characterized in that the bracing frame position of described chassis door frame is provided with for mobile tire.
4. tunnel excavation support stand as claimed in claim 1 is characterized in that all completely being covered with reinforced mesh on each layer on the described described tunnel excavation support stand.
CN2012204337608U 2012-08-29 2012-08-29 Tunnel excavation support bench Active CN202810885U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012204337608U CN202810885U (en) 2012-08-29 2012-08-29 Tunnel excavation support bench

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012204337608U CN202810885U (en) 2012-08-29 2012-08-29 Tunnel excavation support bench

Publications (1)

Publication Number Publication Date
CN202810885U true CN202810885U (en) 2013-03-20

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012204337608U Active CN202810885U (en) 2012-08-29 2012-08-29 Tunnel excavation support bench

Country Status (1)

Country Link
CN (1) CN202810885U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104879061A (en) * 2015-06-09 2015-09-02 中铁工程机械研究设计院有限公司 Multifunctional self-propelled portal wagon drill
CN106089259A (en) * 2016-08-29 2016-11-09 中国葛洲坝集团第二工程有限公司 It is applicable to the reinforcement trolley of turnaround section construction
CN106379839A (en) * 2016-12-01 2017-02-08 中铁工程机械研究设计院有限公司 Work platform for modular multifunctional drill jumbo and method
CN106437116A (en) * 2016-12-08 2017-02-22 淮南矿业(集团)有限责任公司 Mining self-moving liftable scaffold
CN106522993A (en) * 2016-11-28 2017-03-22 中铁二十局集团第三工程有限公司 Foldable trolley for tunnel excavation construction
CN106812534A (en) * 2017-03-27 2017-06-09 中国华冶科工集团有限公司 Mine big cross section excavation builder's staging
CN107816356A (en) * 2017-10-09 2018-03-20 中国十七冶集团有限公司 A kind of extensible tunnel excavation chassis and its construction method
CN108612554A (en) * 2018-04-18 2018-10-02 贵州大学 A kind of laterally firm formula movement supporting arch

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104879061A (en) * 2015-06-09 2015-09-02 中铁工程机械研究设计院有限公司 Multifunctional self-propelled portal wagon drill
CN106089259A (en) * 2016-08-29 2016-11-09 中国葛洲坝集团第二工程有限公司 It is applicable to the reinforcement trolley of turnaround section construction
CN106522993A (en) * 2016-11-28 2017-03-22 中铁二十局集团第三工程有限公司 Foldable trolley for tunnel excavation construction
CN106379839A (en) * 2016-12-01 2017-02-08 中铁工程机械研究设计院有限公司 Work platform for modular multifunctional drill jumbo and method
CN106379839B (en) * 2016-12-01 2019-06-28 中铁工程机械研究设计院有限公司 A kind of modularization gate-type multifunctional rock drilling trolley job platform and method
CN106437116B (en) * 2016-12-08 2019-06-18 淮南矿业(集团)有限责任公司 Mining self-shifting Lifting scaffold
CN106437116A (en) * 2016-12-08 2017-02-22 淮南矿业(集团)有限责任公司 Mining self-moving liftable scaffold
CN106812534A (en) * 2017-03-27 2017-06-09 中国华冶科工集团有限公司 Mine big cross section excavation builder's staging
CN107816356A (en) * 2017-10-09 2018-03-20 中国十七冶集团有限公司 A kind of extensible tunnel excavation chassis and its construction method
CN107816356B (en) * 2017-10-09 2020-02-18 中国十七冶集团有限公司 Extensible tunnel excavation trolley and construction method thereof
CN108612554A (en) * 2018-04-18 2018-10-02 贵州大学 A kind of laterally firm formula movement supporting arch

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