CN209523768U - A kind of fall of ground controlling device - Google Patents

A kind of fall of ground controlling device Download PDF

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Publication number
CN209523768U
CN209523768U CN201920238109.7U CN201920238109U CN209523768U CN 209523768 U CN209523768 U CN 209523768U CN 201920238109 U CN201920238109 U CN 201920238109U CN 209523768 U CN209523768 U CN 209523768U
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CN
China
Prior art keywords
plate
support
anchor net
stop sleeve
push rod
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.)
Withdrawn - After Issue
Application number
CN201920238109.7U
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Chinese (zh)
Inventor
谢苗
李玉岐
裴波波
王鹏飞
董钰峰
张鸿宇
李政
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Liaoning Technical University
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Liaoning Technical 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 Liaoning Technical University filed Critical Liaoning Technical University
Priority to CN201920238109.7U priority Critical patent/CN209523768U/en
Application granted granted Critical
Publication of CN209523768U publication Critical patent/CN209523768U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of fall of ground controlling device, including pit prop, support plate, support rod component, the first anchor net and the second anchor net;Support rod component includes mandril, push rod, stop sleeve, ring flange, locking nut and supporting plate;First anchor net laying, which is located at, to be emitted on dead zone top plate, and support rod component is mounted between the first anchor net and support plate, and the second anchor net laying is located at below support plate.Fall of ground administering method are as follows: cleaning inbreak rubble lays pit prop and support plate, by support board ends and the anchor connection of tunnel lateral wall, support rod component is inserted into stop sleeve plug-in opening, is bolted;It is laid with the first anchor net above top bracing plate|, moves up push rod vertically until top bracing plate| is close together with dead zone Roof is emitted, the first anchor net, which is pressed on, to be emitted on dead zone top plate, and the first anchor net is anchored at and is emitted on dead zone top plate;The second anchor net is laid with below support plate, the second anchor net is first pressed on ring flange by locking nut and supporting plate, then the second anchor net is anchored on the non-back for emitting dead zone.

Description

A kind of fall of ground controlling device
Technical field
The utility model belongs to Roadway Support Technology field, more particularly to a kind of fall of ground controlling device.
Background technique
Currently, the roof fall administering method of driving face mainly has wedging method, grillage facture and bolt-spary supports method, locating It is useful emitting although above-mentioned several common methods can efficiently accomplish the processing of roof fall accident when managing roof fall accident Therefore the preventive means for handling early period more lacks, therefore there are degree of danger when previous work is still higher, while being emitted Top size and the limitation for emitting dead zone top plate, further increase task difficulty.
Utility model content
In view of the problems of the existing technology, the utility model provides a kind of fall of ground controlling device, to emitting dead zone The early period for administer operation, effective preventive means can be provided for staff, allow staff in the ring of safety Roof fall is carried out under border and administers operation, and can quickly resume production operation after roof fall accident generation.
To achieve the goals above, the utility model adopts the following technical solution: a kind of fall of ground controlling device, including Pit prop, support plate, support rod component, the first anchor net and the second anchor net;The pit prop is packed in roadway floor vertically On, the support plate level is packed in pit prop top, and support board ends are fixed with tunnel lateral wall by anchor pole;It is described First anchor net laying is located on the top plate for emitting dead zone, and the support rod component is vertically installed between the first anchor net and support plate;Institute The fixation of the second anchor net is stated to be laid below support plate;The support rod component includes mandril, push rod, stop sleeve, ring flange, lock Tight nut and supporting plate;The mandril lower end is located in stop sleeve, and mandril upper end is connected with top bracing plate| by universal ball-joint;Institute It states push rod upper end to be located in stop sleeve, push rod upper end abuts against with mandril lower end and contacts;Extend support sleeve in the push rod lower end The bottom end nozzle of cylinder, the bottom end nozzle of stop sleeve use flange plate structure, are machined with external screw thread on the body of rod of the push rod lower end, The ring flange is arranged in below the flange plate structure of stop sleeve;The centre bore of the ring flange is threaded hole, the push rod The lower end body of rod is threadedly coupled with ring flange center hole;Stop sleeve plug-in opening, the branch are provided in the support plate Support set cylinder is threaded onto stop sleeve plug-in opening;The flange plate structure of the stop sleeve between support plate and ring flange, It is fixed together between support plate, flange plate structure and ring flange by bolt;The supporting plate and locking nut are successively sleeved on On overhanging section of push rod lower end, locking nut is connected by screw thread with push rod.
The mandril and push rod are set as disc-shaped structure, the outer diameter and branch of disc-shaped structure in the contact portion of stop sleeve The internal diameter of support set cylinder is equal and is clearance fit;The outer diameter of the disc-shaped structure of the mandril is greater than the upper end nozzle of stop sleeve The upper end nozzle diameter of diameter, stop sleeve is equal with the diameter of mandril and is clearance fit;The push rod disc-shaped structure Outer diameter is greater than the centre bore internal diameter of ring flange.
The support plate quantity is several, and several support plates, which are evenly arranged on, to be emitted below dead zone, and support plate coverage area ratio emits dead zone Big 1~the 2m of region range.
The support rod component count is several, and several support rod components are uniformly arranged on the supporting plate.
A kind of fall of ground administering method includes the following steps: using the fall of ground controlling device
Step 1: the inbreak rubble emitted below dead zone is cleaned out;
Step 2: pit prop and support plate are laid below dead zone emitting;
Step 3: the both ends of support plate are fixed to tunnel lateral wall by anchor pole;
Step 4: support rod component is inserted into stop sleeve plug-in opening below support plate, then passes through bolt for ring flange And flange plate structure is connected on the supporting plate;
Step 5: the first anchor net laying is set to above the top bracing plate| of support rod component;
Step 6: the push rod of rotational support bar assembly makes to push away by the screw connection structure in push rod and ring flange center hole Bar completion moves up vertically, and mandril is synchronously completed and moved up vertically, until top bracing plate| with emit dead zone Roof and be close together, while the One anchor net is pressed against by top bracing plate| to be emitted on dead zone top plate;
Step 7: the first anchor net is anchored at using jumbolter and is emitted on dead zone top plate;
Step 8: being laid with the second anchor net below support plate, and the second anchor net is first pressed on flange by locking nut and supporting plate On disk, reuses jumbolter and the second anchor net is anchored on the non-back for emitting dead zone.
The utility model has the beneficial effects that
The fall of ground controlling device of the utility model, to emit dead zone carry out administer operation early period, can be work Personnel provide effective preventive means, so that staff is carried out roof fall under the environment of safety and administer operation, roof fall accident Can quickly resume production operation after generation.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of fall of ground controlling device of the utility model;
Fig. 2 is the portion I enlarged drawing in Fig. 1;
Fig. 3 is the structural schematic diagram of the support plate of the utility model;
In figure, 1-pit prop, 2-support plates, 3-support rod components, the 4-the first anchor net, the 5-the second anchor net, 6- Roadway floor, 7-tunnel lateral walls, 8-anchor poles, 9-emit dead zone, 10-mandrils, 11-push rods, 12-stop sleevees, 13-methods Blue disk, 14-locking nuts, 15-supporting plates, 16-universal ball-joints, 17-top bracing plate|s, 18-flange plate structures, 19-bolts, 20-stop sleeve plug-in openings.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
As shown in Figures 1 to 3, a kind of fall of ground controlling device, including pit prop 1, support plate 2, support rod component 3, First anchor net 4 and the second anchor net 5;The pit prop 1 is packed in vertically on roadway floor 6, and 2 level of support plate is packed in 1 top of pit prop, 2 both ends of support plate are fixed with tunnel lateral wall 7 by anchor pole 8;The first anchor net 4 is laid on kiting On the top plate in area 9, the support rod component 3 is vertically installed between the first anchor net 4 and support plate 2;The second anchor net 5 is fixed It is laid on 2 lower section of support plate;The support rod component 3 includes mandril 10, push rod 11, stop sleeve 12, ring flange 13, locking screw Mother 14 and supporting plate 15;10 lower end of mandril is located in stop sleeve 12, and 10 upper end of mandril is connected with by universal ball-joint 16 Top bracing plate| 17;11 upper end of push rod is located in stop sleeve 12, and 11 upper end of push rod abuts against with 10 lower end of mandril and contacts;It is described to push away The bottom end nozzle of stop sleeve 12 is extended in 11 lower end of bar, and the bottom end nozzle of stop sleeve 12 uses flange plate structure 18, described External screw thread is machined on the 11 lower end body of rod of push rod, the ring flange 13 is arranged in below the flange plate structure 18 of stop sleeve 12; The centre bore of the ring flange 13 is threaded hole, and the 11 lower end body of rod of push rod is threadedly coupled with 13 centre bore of ring flange; Stop sleeve plug-in opening 20 is provided in the support plate 2, the stop sleeve 12 is threaded onto stop sleeve plug-in opening 20; The flange plate structure 18 of the stop sleeve 12 between support plate 2 and ring flange 13, support plate 2, flange plate structure 18 and It is fixed together between ring flange 13 by bolt 19;The supporting plate 15 and locking nut 14 are successively sleeved on 11 lower end of push rod On overhanging section, locking nut 14 is connected by screw thread with push rod 11.
The mandril 10 and push rod 11 are set as disc-shaped structure in the contact portion of stop sleeve 12, disc-shaped structure it is outer Diameter is equal with the internal diameter of stop sleeve 12 and is clearance fit;The outer diameter of the disc-shaped structure of the mandril 10 is greater than stop sleeve The upper end nozzle diameter of 12 upper end nozzle diameter, stop sleeve 12 is equal with the diameter of mandril 10 and is clearance fit;It is described The outer diameter of 11 disc-shaped structure of push rod is greater than the centre bore internal diameter of ring flange 13.
2 quantity of support plate is several, and several support plates 2, which are evenly arranged on, emits 9 lower section of dead zone, and 2 coverage area ratio of support plate emits The 9 big 1~2m of region range of dead zone.
3 quantity of support rod component is several, and several support rod components 3 are uniformly arranged in support plate 2.
A kind of fall of ground administering method includes the following steps: using the fall of ground controlling device
Step 1: the inbreak rubble for emitting 9 lower section of dead zone is cleaned out;
Step 2: pit prop 1 and support plate 2 are laid below dead zone 9 emitting;
Step 3: the both ends of support plate 2 are fixed to tunnel lateral wall 7 by anchor pole 8;
Step 4: support rod component 3 is inserted into stop sleeve plug-in opening 20 below support plate 2, then passing through bolt 19 will Ring flange 13 and flange plate structure 18 are connected in support plate 2;
Step 5: the first anchor net 4 is routed to 17 top of top bracing plate| of support rod component 3;
Step 6: the push rod 11 of rotational support bar assembly 3, and mandril 10 is synchronously completed and moved up vertically, by push rod 11 with The screw connection structure of 13 centre bore of ring flange makes push rod 11 complete to move up vertically, until top bracing plate| 17 and emits 9 Roof of dead zone It is close together, while the first anchor net 4 is pressed against by top bracing plate| 17 and emitted on 9 top plate of dead zone;
Step 7: the first anchor net 4 is anchored at using jumbolter and is emitted on 9 top plate of dead zone;
Step 8: being laid with the second anchor net 5 below support plate 2, and the second anchor net 5 is first compressed by locking nut 14 and supporting plate 15 On ring flange 13, reuses jumbolter and the second anchor net 5 is anchored on the non-back for emitting dead zone.
After the first anchor net 4 and the second anchor net 5 are fully completed anchoring installation, overhanging section of lower elongation of some push rods 11 May be still very long, in order to not influence staff normal through tunnel, too long 11 overhanging sections of push rod can be truncated, only be protected Stay the part body of rod being threadedly engaged with locking nut 14.
Scheme in embodiment is not the scope of patent protection to limit the utility model, all without departing from the utility model Carried out by equivalence enforcement or change, be both contained in the scope of the patents of this case.

Claims (4)

1. a kind of fall of ground controlling device, it is characterised in that: including pit prop, support plate, support rod component, the first anchor net And the second anchor net;The pit prop is packed on roadway floor vertically, and the support plate level is packed in pit prop top, Support board ends are fixed with tunnel lateral wall by anchor pole;The first anchor net laying is located on the top plate for emitting dead zone, the branch Strut component is vertically installed between the first anchor net and support plate;The second anchor net is fixed to be laid below support plate;It is described Support rod component includes mandril, push rod, stop sleeve, ring flange, locking nut and supporting plate;The mandril lower end is located at support sleeve In cylinder, mandril upper end is connected with top bracing plate| by universal ball-joint;The push rod upper end is located in stop sleeve, push rod upper end with Mandril lower end abuts against contact;The bottom end nozzle of stop sleeve is extended in the push rod lower end, and the bottom end nozzle of stop sleeve uses Flange plate structure is machined with external screw thread on the body of rod of the push rod lower end, and the ring flange knot of stop sleeve is arranged in the ring flange Below structure;The centre bore of the ring flange is threaded hole, and the push rod lower end body of rod is threadedly coupled with ring flange center hole; Stop sleeve plug-in opening is provided in the support plate, the stop sleeve is threaded onto stop sleeve plug-in opening;The branch The flange plate structure of support set cylinder passes through spiral shell between support plate, flange plate structure and ring flange between support plate and ring flange Bolt is fixed together;The supporting plate and locking nut are successively sleeved on overhanging section of push rod lower end, and locking nut passes through screw thread It is connected with push rod.
2. a kind of fall of ground controlling device according to claim 1, it is characterised in that: the mandril and push rod are supporting The contact portion of sleeve is set as disc-shaped structure, and the outer diameter of disc-shaped structure and the internal diameter of stop sleeve are equal and match for gap It closes;The outer diameter of the disc-shaped structure of the mandril is greater than the upper end nozzle diameter of stop sleeve, and the upper end nozzle of stop sleeve is straight Diameter is equal with the diameter of mandril and is clearance fit;The outer diameter of the push rod disc-shaped structure is greater than in the centre bore of ring flange Diameter.
3. a kind of fall of ground controlling device according to claim 1, it is characterised in that: the support plate quantity is several, Several support plates, which are evenly arranged on, to be emitted below dead zone, and support plate coverage area ratio emits the dead zone region big 1~2m of range.
4. a kind of fall of ground controlling device according to claim 1, it is characterised in that: if the support rod component count Dry, several support rod components are uniformly arranged on the supporting plate.
CN201920238109.7U 2019-02-25 2019-02-25 A kind of fall of ground controlling device Withdrawn - After Issue CN209523768U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920238109.7U CN209523768U (en) 2019-02-25 2019-02-25 A kind of fall of ground controlling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920238109.7U CN209523768U (en) 2019-02-25 2019-02-25 A kind of fall of ground controlling device

Publications (1)

Publication Number Publication Date
CN209523768U true CN209523768U (en) 2019-10-22

Family

ID=68230814

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920238109.7U Withdrawn - After Issue CN209523768U (en) 2019-02-25 2019-02-25 A kind of fall of ground controlling device

Country Status (1)

Country Link
CN (1) CN209523768U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109723476A (en) * 2019-02-25 2019-05-07 辽宁工程技术大学 A kind of fall of ground controlling device and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109723476A (en) * 2019-02-25 2019-05-07 辽宁工程技术大学 A kind of fall of ground controlling device and method
CN109723476B (en) * 2019-02-25 2024-02-06 辽宁工程技术大学 Roadway roof collapse treatment device and method

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GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned
AV01 Patent right actively abandoned
AV01 Patent right actively abandoned

Granted publication date: 20191022

Effective date of abandoning: 20240206

AV01 Patent right actively abandoned

Granted publication date: 20191022

Effective date of abandoning: 20240206