CN201137499Y - Laneway driving advanced support bracket - Google Patents

Laneway driving advanced support bracket Download PDF

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Publication number
CN201137499Y
CN201137499Y CNU2007200163979U CN200720016397U CN201137499Y CN 201137499 Y CN201137499 Y CN 201137499Y CN U2007200163979 U CNU2007200163979 U CN U2007200163979U CN 200720016397 U CN200720016397 U CN 200720016397U CN 201137499 Y CN201137499 Y CN 201137499Y
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China
Prior art keywords
frame
type
column
frame crossbeam
crossbeam
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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
CNU2007200163979U
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Chinese (zh)
Inventor
曹树祥
曹伟
李静
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.)
TIAN'AN MINING MACHINERY SCIENCE AND TECHNOLOGY Co Ltd SHENYANG
Original Assignee
TIAN'AN MINING MACHINERY SCIENCE AND TECHNOLOGY Co Ltd SHENYANG
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Priority to CNU2007200163979U priority Critical patent/CN201137499Y/en
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Publication of CN201137499Y publication Critical patent/CN201137499Y/en
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Abstract

A novel channel tunneling advanced support frame is composed of two frames of A type and B type which are connected via an advancing jack, wherein each frame comprises a column, an A type shun beam, a B type shun beam, an A type beam and a B type beam, the tops of the A type beam and B type beam are provided with a connecting ear plate whose two ends are provided with column cavities at the bottoms, the connecting ear plates of the A type shun beam and the A type beam are connected via a pin, the connecting ear plates of the B type shun beam and the B type beam are connected via a pin, the head of the column is fit and connected with the column cavities of the A type beam and the B type beam, the bottom of each column is connected with a shipform column foot. The frame can process moving type support in a channel of tunneling process at variable mines and protect the safety of workers and devices, which belongs to the mine mechanical manufacture and application field.

Description

Novel tunnelling advance support rack
Technical field:
The utility model relates to a kind of novel tunnelling advance support rack; this kind support can carry out in various mines carry out the tunnel of excavation operation from moving the stepped type supporting; with the comprehensive mechanized development machine cooperating; carry out the safety of equipment in protection heading end operating worker and the tunnel in the time of permanent support operations such as the excavation operation of realization development machine and anchor pole, anchor net.Belong to mining machinery manufacturing and application.
Background technology:
In the mine of modern fully-mechanized mining, especially in the coal mining of well palace, the driving in tunnel is the bottleneck of restriction manufacturing schedule always.Because the tunnel is the necessary condition of all activities in production of down-hole, the headwork in tunnel not only affects the progress of other work, more is faced with many difficult problems: ventilation, supporting etc.Since modern fully-mechanized digging machine is used; though the operating type that is through with to a certain extent and " drilled and blasted " in the past; improved drivage efficiency; but still following: tunnel a step pitch and---shut down, withdraw from---and beat the work pattern of bolt support, its mechanizeding continuous operation ability can not get performance.
Summary of the invention:
The purpose of this utility model is the deficiency at above-mentioned prior art and technology, provide a kind of scientific structure reliable and meet the novel tunnelling advance support rack that condition is installed and used in the down-hole, can with the fully-mechanized digging machine coordinating operation, make development machine realize working continuously, the back that has just exposed in the driving is carried out temporary lining, allow the workman beat anchor pole, make permanent support at the development machine rear.Thereby realize the concurrent job of driving and permanent support, this all is significant to China and even worldwide tunnelling.
A kind of novel tunnelling advance support rack is connected to form by passing jack by two of A type and Type Bs; Every comprises column, it is characterized in that: it also comprises the A frame along beam, the suitable beam of B frame, A frame crossbeam, B frame crossbeam, and above-mentioned A frame crossbeam is provided with B frame crossbeam top and is connected otic placode, and its bottom, two ends is provided with needling; The A frame connects by bearing pin with the otic placode that is connected of A frame crossbeam along beam; The B frame connects by bearing pin with the otic placode that is connected of B frame crossbeam along beam; The needling of the column cap of column and A frame crossbeam and B frame crossbeam is connected; Be connected with the ship shape suspension column at the bottom of the post of each column.When assembling connected, the A frame all was positioned at the top of A frame crossbeam and B frame crossbeam along beam along beam and B frame; A frame crossbeam and B frame crossbeam are alternately arranged.
The inside, two ends of described A frame crossbeam and B frame crossbeam is equipped with the thruster jack, and the movable telescopic end of jack is connected with side guard board.
Described B frame is provided with the movable telescopic beam along the front end of beam, links to each other with the body pillar of B frame along beam by the extensible canopy jack in it.
The utlity model has following characteristics:
1, all connections are simple bearing pin connection, adapt to the down-hole and install and use condition;
2, support is made up of the back timber of in any case arranged alternate and the column that is positioned at two ends, and it is little to take up room, and supporting back area is big, does not influence the development machine working space;
3, the walking manner of support is plug-type before and after the simple jack;
4, each jack of support is controlled by hydraulically operated valve, and convenient operation and control can realize advancing synchronously with fully-mechanized digging machine, boosts productivity greatly;
5, can as the length of fully-mechanized digging machine, increase or reduce number of holders according to actual needs.
Description of drawings:
Fig. 1 is the vertical view of the utility model A frame.
Fig. 2 is the vertical view of the utility model B frame.
Fig. 3 is the lateral view of the utility model A frame.
Fig. 4 is the end zoomed-in view of the utility model A frame crossbeam and B frame crossbeam.
Fig. 5 is the front view after the utility model assembling connects.
Fig. 6 is the front end zoomed-in view of the utility model B frame along beam.
Fig. 7 is the vertical view after the utility model assembling connects.
Fig. 8 is that the utility model carries out from one of front view of dividing a word with a hyphen at the end of a line away.
Fig. 9 is that the utility model carries out from two of the front view of dividing a word with a hyphen at the end of a line away.
The specific embodiment:
Embodiment:
With reference to Fig. 1-7, by A type and two novel lame advanced supporting racks that connect to form by passing jack 7 of Type B; Every comprises column 3, also comprises the A frame along beam A1, B frame suitable beam B1, A frame crossbeam A2, B frame crossbeam B2, and above-mentioned A frame crossbeam A2 is provided with B frame crossbeam B2 top and is connected otic placode 2-1, and its bottom, two ends is provided with needling 2-2; The A frame connects by bearing pin 6 with the otic placode 2-1 that is connected of A frame crossbeam A2 along beam A1; The B frame connects by bearing pin 6 with the otic placode 2-1 that is connected of B frame crossbeam B2 along beam B1; The needling 2-2 of the column cap of column 3 and A frame crossbeam A2 and B frame crossbeam B2 is connected; Be connected with ship shape suspension column 8 at the bottom of the post of each column 3.When assembling connected, the A frame all was positioned at the top of A frame crossbeam A2 and B frame crossbeam B2 along beam B1 along beam A1 and B frame; A frame crossbeam A2 and B frame crossbeam B2 alternately arrange, and the B frame is before.
The inside, two ends of described A frame crossbeam A2 and B frame crossbeam B2 is equipped with thruster jack 4, and the movable telescopic end of jack is connected with side guard board 5.
Described B frame is provided with movable telescopic beam B1-1 along the front end of beam B1, links to each other with the body pillar B1-3 of B frame along beam B1 by extensible canopy jack B1-2 in it.
Operating principle of the present utility model:
During holding state, as shown in Figure 5, column stretches out, and the A frame all contacts and the supporting back along beam B1 with the B frame along beam A1, and column suspension column 8 supports roadway floor; In the time of need being movably walking (among Fig. 5 be to advance left example), the column 3 that is connected with B frame crossbeam B2 is regained, then gravitate B frame falls to the B frame and rides on the A frame crossbeam A2 along beam B1, as shown in Figure 8, at this moment, pass jack 7 actions (stretching out), the B frame that then will be in suspended state is passed a step pitch forward, as shown in Figure 9, the column 3 of B frame stretches out then, supports the B frame.Equally, A frame column 3 is regained, and the A frame falls to the A frame and rides on the B frame crossbeam B2 along beam A1, passes jack 7 actions (withdrawal) then, and the A frame is spurred a step pitch forward, and column 3 supports, and entire bracket comes back to initial holding state.

Claims (3)

1, a kind of novel tunnelling advance support rack is connected to form by passing jack (7) by two of A type and Type Bs; Every comprises column (3), it is characterized in that: it comprises that also the A frame is along beam (A1), the suitable beam (B1) of B frame, A frame crossbeam (A2), B frame crossbeam (B2), above-mentioned A frame crossbeam (A2) is provided with B frame crossbeam (B2) top and is connected otic placode (2-1), and its bottom, two ends is provided with needling (2-2); The A frame connects by bearing pin (6) with the otic placode (2-1) that is connected of A frame crossbeam (A2) along beam (A1); The B frame connects by bearing pin (6) with the otic placode (2-1) that is connected of B frame crossbeam (B2) along beam (B1); The needling (2-2) of the column cap of column (3) and A frame crossbeam (A2) and B frame crossbeam (B2) is connected; Be connected with ship shape suspension column (8) at the bottom of the post of each column (3), when assembling connected, the A frame all was positioned at the top of A frame crossbeam (A2) and B frame crossbeam (B2) along beam (B1) along beam (A1) and B frame; A frame crossbeam (A2) and B frame crossbeam (B2) are alternately arranged.
2, novel tunnelling advance support rack as claimed in claim 1 is characterized in that: the inside, two ends of described A frame crossbeam (A2) and B frame crossbeam (B2) is equipped with thruster jack (4), and the movable telescopic end of jack is connected with side guard board (5).
3, novel tunnelling advance support rack as claimed in claim 1, it is characterized in that: described B frame is provided with movable telescopic beam (B1-1) along the front end of beam (B1), links to each other with the body pillar (B1-3) of B frame along beam (B1) by extensible canopy jack (B1-2) in it.
CNU2007200163979U 2007-12-04 2007-12-04 Laneway driving advanced support bracket Expired - Lifetime CN201137499Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200163979U CN201137499Y (en) 2007-12-04 2007-12-04 Laneway driving advanced support bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200163979U CN201137499Y (en) 2007-12-04 2007-12-04 Laneway driving advanced support bracket

Publications (1)

Publication Number Publication Date
CN201137499Y true CN201137499Y (en) 2008-10-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200163979U Expired - Lifetime CN201137499Y (en) 2007-12-04 2007-12-04 Laneway driving advanced support bracket

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CN (1) CN201137499Y (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102220873A (en) * 2011-05-12 2011-10-19 山西潞安环保能源开发股份有限公司常村煤矿 Walking type anchor protecting all-in-one machine of front and rear gantry frame
CN102373929A (en) * 2010-08-20 2012-03-14 新汶矿业集团有限责任公司翟镇煤矿 Common tunneling operation method for coal mine crossheading tunnel
CN102720517A (en) * 2012-06-08 2012-10-10 三一重型装备有限公司 Advance support, advance support set and advance supporting device
CN103233756A (en) * 2013-04-26 2013-08-07 山西潞安机械有限责任公司 Fully-mechanized excavating staggering type advance support device
CN103993899A (en) * 2014-05-30 2014-08-20 山西东华机械有限公司 Anchor rod supporting support
CN106677813A (en) * 2016-12-30 2017-05-17 中国煤炭科工集团太原研究院有限公司 Novel temporary supporting device for coal mine roadway comprehensive digging face
CN107605520A (en) * 2017-08-17 2018-01-19 龙口矿业集团有限公司 The removable continuous supporting support of coal-face
CN107642372A (en) * 2017-08-17 2018-01-30 龙口矿业集团有限公司 Driving frame with forestope
CN108442960A (en) * 2018-05-02 2018-08-24 河南焦煤能源有限公司古汉山矿 A kind of constant pressure automatic moving type forepoling hydraulic support
CN108930545A (en) * 2018-08-29 2018-12-04 陕西陕煤黄陵矿业有限公司 A kind of installation method of fully-mechanized mining working advance timbering
CN111828073A (en) * 2020-08-06 2020-10-27 沈阳天安科技股份有限公司 Novel roadway support device
CN112576295A (en) * 2020-12-16 2021-03-30 郑州煤矿机械集团股份有限公司 Supporting advancing mechanism for transportation roadway

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373929A (en) * 2010-08-20 2012-03-14 新汶矿业集团有限责任公司翟镇煤矿 Common tunneling operation method for coal mine crossheading tunnel
CN102220873A (en) * 2011-05-12 2011-10-19 山西潞安环保能源开发股份有限公司常村煤矿 Walking type anchor protecting all-in-one machine of front and rear gantry frame
CN102720517A (en) * 2012-06-08 2012-10-10 三一重型装备有限公司 Advance support, advance support set and advance supporting device
CN102720517B (en) * 2012-06-08 2014-08-13 三一重型装备有限公司 Advance support, advance support set and advance supporting device
CN103233756A (en) * 2013-04-26 2013-08-07 山西潞安机械有限责任公司 Fully-mechanized excavating staggering type advance support device
CN103993899A (en) * 2014-05-30 2014-08-20 山西东华机械有限公司 Anchor rod supporting support
CN106677813A (en) * 2016-12-30 2017-05-17 中国煤炭科工集团太原研究院有限公司 Novel temporary supporting device for coal mine roadway comprehensive digging face
CN107605520A (en) * 2017-08-17 2018-01-19 龙口矿业集团有限公司 The removable continuous supporting support of coal-face
CN107642372A (en) * 2017-08-17 2018-01-30 龙口矿业集团有限公司 Driving frame with forestope
CN108442960A (en) * 2018-05-02 2018-08-24 河南焦煤能源有限公司古汉山矿 A kind of constant pressure automatic moving type forepoling hydraulic support
CN108930545A (en) * 2018-08-29 2018-12-04 陕西陕煤黄陵矿业有限公司 A kind of installation method of fully-mechanized mining working advance timbering
CN111828073A (en) * 2020-08-06 2020-10-27 沈阳天安科技股份有限公司 Novel roadway support device
CN112576295A (en) * 2020-12-16 2021-03-30 郑州煤矿机械集团股份有限公司 Supporting advancing mechanism for transportation roadway

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: Liaoning Tian'an Mining Technology Co., Ltd.

Assignor: Tian'an Mining Machinery Science and Technology Co., Ltd., Shenyang

Contract fulfillment period: 2009.10.9 to 2016.10.9

Contract record no.: 2009210000215

Denomination of utility model: Laneway driving advanced support bracket

Granted publication date: 20081022

License type: Exclusive license

Record date: 20091012

LIC Patent licence contract for exploitation submitted for record

Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.10.9 TO 2016.10.9; CHANGE OF CONTRACT

Name of requester: LIAONING TIANAN MINE SCIENCE AND TECHNOLOGY CO., L

Effective date: 20091012

CX01 Expiry of patent term

Granted publication date: 20081022

CX01 Expiry of patent term