CN201221365Y - Front cantilever temporary support - Google Patents

Front cantilever temporary support Download PDF

Info

Publication number
CN201221365Y
CN201221365Y CNU2008201477361U CN200820147736U CN201221365Y CN 201221365 Y CN201221365 Y CN 201221365Y CN U2008201477361 U CNU2008201477361 U CN U2008201477361U CN 200820147736 U CN200820147736 U CN 200820147736U CN 201221365 Y CN201221365 Y CN 201221365Y
Authority
CN
China
Prior art keywords
forestope
net
elevating mechanism
falsework
lifting mechanism
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
CNU2008201477361U
Other languages
Chinese (zh)
Inventor
周俊保
万敬涛
郭松
赵燕青
黄辉
蒋大寨
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.)
YONGMEI GROUP XINQIAO COAL MINE
Original Assignee
YONGMEI GROUP XINQIAO COAL MINE
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 YONGMEI GROUP XINQIAO COAL MINE filed Critical YONGMEI GROUP XINQIAO COAL MINE
Priority to CNU2008201477361U priority Critical patent/CN201221365Y/en
Application granted granted Critical
Publication of CN201221365Y publication Critical patent/CN201221365Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model discloses a temporary bracket of a front canopy, which comprises a top network shaped like an arc surface. A lifting mechanism is arranged at the bottom support part of the top network. When the utility model is used, the lifting mechanism can be moved below the top surface of the roadway which requires supporting; a metal mesh is laid on the arc surface of the top network; the lifting mechanism is used for lifting the top network; the arc surface of the top network can closely cling to the bottom surface of the arch part of the top surface of the roadway; the metal mesh is fixedly connected with the top surface through a fixing element; then the lifting mechanism can put down the top network and is moved to the next working location; the steps are repeated; and the next metal mesh can be fixedly connected and supported.

Description

The forestope falsework
Technical field
The utility model relates to the temporary lining instrument of mining tunnel ceiling, especially a kind of forestope falsework.
Background technology
Mine working face is after blowing out, need the wire lath sheet be installed at the tunnel end face of newly leaving reinforces, before fixing metal net sheet, need the wire lath sheet is carried out supporting, existing forestope by three mutually independently steel pipe form, hang in the forestope ring on the good end face of supporting, behind every driving one segment distance, forestope need be released from the forestope ring, insert in the forestope ring of newly squeezing on the opposite, when going into to encircle, need two people to catch and aim at, its workflow is quite complicated: link, wear beam, back of the body wood needs another mistake to do once during dismounting, so complicated operation and to delay the time more; And because in the complicated topographical conditions that meets the forestope place, the workman also is not easy to catch forestope, pounds the accident of hurting sb.'s feelings and easily cause forestope to drop.
The utility model content
The utility model purpose is to provide a kind of dismountable forestope falsework that is supported between bottom surface, top, tunnel.
The technical solution of the utility model is: the forestope falsework, comprise the top net that is shaped as cambered surface, and the top sieve bottom supports and is provided with elevating mechanism.
Described elevating mechanism is to be made of the upper and lower ut socket that firm banking and upper/lower terminal all have the leading screw of screw thread and be connected to top sieve bottom and firm banking top, and the thread rotary orientation of the thread segment at described leading screw two ends is opposite and is rotated in respectively in the upper and lower ut socket.
Top net stent support by a plurality of cambered surface circle distribution of netting along the top between described top net and the elevating mechanism connects.
The top of described top net support is the del framework.
The utility model in use, elevating mechanism can be removed to the below of the tunnel end face that needs supporting, the wire lath sheet is laid on the cambered surface of top net, using elevating mechanism will push up net then rises, and the cambered surface that makes top net fits tightly on the bottom surface, arch of the end face in tunnel, with fixture wire lath is connected on the end face of tunnel then, the reduction elevating mechanism puts down the top net and elevating mechanism is moved to next working position again after finishing, and repeats the supporting that is connected that aforesaid operations can be finished next piece wire lath.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the structural representation of top of the present utility model net support.
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, forestope falsework of the present utility model comprises the top net 2 of the frame construction that is shaped as cambered surface, top net 2 is fixed on the top net bottom seat 8 by three top net supports 1, net bottom seat 8 lower ends, top are fitted with top nut sleeve 3, each top net support 1 is along the support and connection of the cambered surface circle distribution of top net 2, and the top of described top net support 1 is the del framework.Firm banking 7 tops are fixed with on the lower nut sleeve 6, upward, ut socket 3,6 has relative screwed hole, be installed with leading screw 4 in the screwed hole, the upper end spinning of leading screw 4 is in the screwed hole of top nut sleeve 3, the lower end spinning of leading screw 4 is in the screwed hole of lower nut sleeve 6, and the thread rotary orientation of leading screw 4 upper and lower thread segments is opposite.The middle part of leading screw 4 has the through hole 7 that inserts for rotary handle.Because the thread rotary orientation of leading screw 4 upper and lower thread segments is opposite, at rotating threaded shaft 4 and top net 2 and firm banking 7 when all not rotating, leading screw is screwed out from two screwed holes simultaneously or screws in, thereby realize the increase of top net 2 and firm banking 7 spacings or dwindle.

Claims (4)

1, forestope falsework is characterized in that: comprise the top net that is shaped as cambered surface, the top sieve bottom supports and is provided with elevating mechanism.
2, forestope falsework according to claim 1, it is characterized in that: described elevating mechanism is to be made of the upper and lower ut socket that firm banking and upper/lower terminal all have the leading screw of screw thread and be connected to top sieve bottom and firm banking top, and the thread rotary orientation of the thread segment at described leading screw two ends is opposite and is rotated in respectively in the upper and lower ut socket.
3, forestope falsework according to claim 1 and 2 is characterized in that: the top net stent support by a plurality of cambered surface circle distribution of netting along the top between described top net and the elevating mechanism connects.
4, forestope falsework according to claim 3 is characterized in that: the top of described top net support is the del framework.
CNU2008201477361U 2008-06-30 2008-06-30 Front cantilever temporary support Expired - Fee Related CN201221365Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201477361U CN201221365Y (en) 2008-06-30 2008-06-30 Front cantilever temporary support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201477361U CN201221365Y (en) 2008-06-30 2008-06-30 Front cantilever temporary support

Publications (1)

Publication Number Publication Date
CN201221365Y true CN201221365Y (en) 2009-04-15

Family

ID=40574874

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201477361U Expired - Fee Related CN201221365Y (en) 2008-06-30 2008-06-30 Front cantilever temporary support

Country Status (1)

Country Link
CN (1) CN201221365Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106121698A (en) * 2016-08-26 2016-11-16 永煤集团股份有限公司 Gib front spy frame and the temporary support device that uses this front spy frame
CN106640114A (en) * 2017-02-23 2017-05-10 淮南矿业(集团)有限责任公司 Safe temporary supporting device of mining TBM
CN107227966A (en) * 2017-06-22 2017-10-03 天地科技股份有限公司 Temporary supporting device for laneway tunneling
CN109026086A (en) * 2018-07-26 2018-12-18 王州川 A kind of coal mine support device with shock-absorbing function
CN109236332A (en) * 2018-11-16 2019-01-18 中建隧道建设有限公司 A kind of constructing tunnel suspension device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106121698A (en) * 2016-08-26 2016-11-16 永煤集团股份有限公司 Gib front spy frame and the temporary support device that uses this front spy frame
CN106640114A (en) * 2017-02-23 2017-05-10 淮南矿业(集团)有限责任公司 Safe temporary supporting device of mining TBM
CN107227966A (en) * 2017-06-22 2017-10-03 天地科技股份有限公司 Temporary supporting device for laneway tunneling
CN107227966B (en) * 2017-06-22 2023-10-10 天地科技股份有限公司 Temporary support device for tunnel excavation
CN109026086A (en) * 2018-07-26 2018-12-18 王州川 A kind of coal mine support device with shock-absorbing function
CN109236332A (en) * 2018-11-16 2019-01-18 中建隧道建设有限公司 A kind of constructing tunnel suspension device

Similar Documents

Publication Publication Date Title
CN201221365Y (en) Front cantilever temporary support
CN206140465U (en) Civil engineering pipe fitting placing rack
CN107999829A (en) Bar planting drilling aid at the top of a kind of building secondary structure constructional column
CN205822788U (en) A kind of attachment structure of composite material template bearing diagonal
CN205955155U (en) Auxiliary stand of portable scaffold frame
CN209344644U (en) A kind of cable auxiliary arrangement tooling with elevating function
CN207154099U (en) A kind of sand sieves drying unit
CN201228440Y (en) Horizontal moving device for large steel formwork system
CN202466923U (en) Suspended ceiling counter support
CN203603947U (en) Double-upright top coal caving hydraulic support
CN214739838U (en) Dish knot formula scaffold frame based on BIM
CN105305300B (en) It is a kind of for replacing the device of pipe bus support column porcelain bottle
CN205817742U (en) Street lamp post installation tool
CN201620593U (en) Spring-board frame for building construction
CN204225491U (en) The support chock of formwork keel
CN203514751U (en) Convenient-to-move scaffold for building interior wall construction
CN103452371B (en) Integral sleeve suspension chimney
CN105804388B (en) scaffold for building construction
CN102444272A (en) Connecting piece for scaffold cross rod
CN206457725U (en) It is a kind of to be used for the overall device transferred and remove dragging suspension basket
CN206090614U (en) Formwork support spare in underground pipe gallery construction
CN205035957U (en) Staggered floor roof beam
CN204344144U (en) The anti-wall caving temporary support device of hacking shed tunnel
CN203835424U (en) Single-column supporting set capable of moving by large steps along top plates
CN210587906U (en) Installation device for spiral cyclone pipe in super-high large space truss

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090415

Termination date: 20100630