CN204738828U - Add rib formula resistance to plucking stock - Google Patents

Add rib formula resistance to plucking stock Download PDF

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Publication number
CN204738828U
CN204738828U CN201520415996.2U CN201520415996U CN204738828U CN 204738828 U CN204738828 U CN 204738828U CN 201520415996 U CN201520415996 U CN 201520415996U CN 204738828 U CN204738828 U CN 204738828U
Authority
CN
China
Prior art keywords
stock
anchor rod
floor
nut
add
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
CN201520415996.2U
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Chinese (zh)
Inventor
白云
胡忠经
黄威
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.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
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 Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201520415996.2U priority Critical patent/CN204738828U/en
Application granted granted Critical
Publication of CN204738828U publication Critical patent/CN204738828U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses an add rib formula resistance to plucking stock comprises pole body, floor, stock tray, tray recess and nut. The floor is add at pole body position through at ordinary stock to increase the area of contact of stock and the ground body, improved the defect that smooth round rockbolt anti -drawing force is not enough, not only can strengthen the interlocking effect between stock pole body and the country rock effectively, simultaneously, can improve the whole shear strength of stock, make in the present ground anchor engineering of effect maximize terrain of stock. Withdrawal resistance and shear strength's promotion make carry on the engineering when consolidating the stock figure in the unit area reduce, reduced budget, can bring higher economic benefits.

Description

Add ribbed Pulling-Resistant Anchor Rod
Technical field
The utility model relate to a kind of can strengthen anti-pulling of anchor bar and rigidity add ribbed Pulling-Resistant Anchor Rod, be particularly useful for the roadway rock reinforce field that rock mass strength is lower.
Background technology
At present; the reinforcing rock bolt shank profile that engineering uses mostly is cylindrical; or periphery is processed with screw thread; this kind of anchor pole in use; usually the anti-pulling of anchor bar after squeezing into can be made not reach desired value because of the problem such as wall rock loosening or mechanically actuated; when particularly setting anchor pole in the country rock that rock strength is lower; be easy to that anchor pole occurs loosen; the phenomenon that even anchor pole comes off occurs; thus cause the action effect of anchor pole greatly to decline; not only waste a large amount of construction materials, the Safety and Quality of returning engineering brings certain impact.
Therefore, need a kind of anchor pole that enough uplift resistances and rigidity can be provided, avoid occurring when surrounding rock consolidation to loosen or dropping situations appearance, to guarantee workmanship, and improve the utilization rate of material.
Summary of the invention
In order to overcome the hypodynamic defect of existing common bolt resistance to plucking, the utility model provides one to add ribbed Pulling-Resistant Anchor Rod, and this anchor pole not only substantially increases the uplift resistance of anchor pole, can also increase shaft rigidity to a certain extent, improve the utilization rate of material.
The utility model solves the technical scheme that its technical problem adopts: on shaft (1), be welded with floor (2), floor (2) is inverted-triangular, one has ten, distribute around shaft (1), the upper-lower position of adjacent two floors (2) has staggered floor, to avoid occurring weak area, by the floor (2) of ten inverted triangle shapes and the interlock action of rock mass, the anti-pulling of anchor bar inserted in rock mass is promoted greatly, not easily occurs to loosen or extract.The side that anchor rod pallet board (3) contacts with rock mass is provided with orthogonal two tray slots (4), when carrying out bolting with wire mesh, vertical tray slots (4) can block steel mesh reinforcement, so both can fixing anchor bar and anchor rod pallet board (3) better, the position that anchor rod pallet board (3) edge also can be avoided to contact with steel mesh reinforcement produces excessive shearing, prevents steel mesh reinforcement from being cut off.After anchor pole squeezes into rock mass, anchor rod pallet board (3) is fixed on rock mass surface by nut (5), and nut (5) utilizes screw thread and shaft (1) to carry out being connected and fixes, during use, by the tightness of rotating nut (5) adjustment pallet, pallet is better contacted with steel mesh reinforcement.
The beneficial effects of the utility model are: by increasing floor (2) on shaft (1), make anchor pole and the soil body produce interlock action, improve the uplift resistance of anchor pole, rigidity also makes moderate progress thereupon, and then improve workmanship, decrease the anchor pole consumption in unit area.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the outside drawing adding ribbed Pulling-Resistant Anchor Rod.
Fig. 2 is the sectional drawing adding ribbed Pulling-Resistant Anchor Rod.
Fig. 3 is the top view of anchor rod pallet board.
Fig. 4 is the sectional drawing of anchor rod pallet board.
1. shafts, 2. floor, 3. anchor rod pallet board, 4. tray slots, 5. nut in figure.
concrete enforcement
In FIG, shaft (1) is welded with floor (2), floor (2) is inverted-triangular, one has ten, and around shaft (1) distribution, the upper-lower position of adjacent two floors (2) has staggered floor, to avoid occurring weak area, by the floor (2) of ten inverted triangle shapes and the interlock action of rock mass, the anti-pulling of anchor bar inserted in rock mass is promoted greatly, not easily occur to loosen or extract.
In fig. 2, anchor rod pallet board (3) is fixed on rock mass surface by nut (5), and nut (5) utilizes screw thread and shaft (1) to carry out being connected and fixes.
In figure 3, nut (5) is hollow hexa-prism, and apparatus can be utilized to rotate nut (5), the tightness of adjustment anchor rod pallet board (3).
In the diagram, the side that anchor rod pallet board (3) contacts with rock mass is provided with orthogonal two tray slots (4), when carrying out bolting with wire mesh, vertical tray slots (4) can block steel mesh reinforcement, so both can fixing anchor bar and anchor rod pallet board (3) better, the position also avoiding anchor rod pallet board (3) edge to contact with steel mesh reinforcement produces excessive shearing, prevents steel mesh reinforcement from being cut off.

Claims (4)

1. add ribbed Pulling-Resistant Anchor Rod, it is characterized in that: be made up of shaft (1), floor (2), anchor rod pallet board (3), tray slots (4), nut (5), floor (2) adopts welding to be connected with shaft (1), and shape is del.
2. according to claim 1ly add ribbed Pulling-Resistant Anchor Rod, it is characterized in that: floor (2) is circular layout on shaft (1), and adjacent two sections of sheet floors (2) are in staggered distribution up and down.
3. according to claim 1ly add ribbed Pulling-Resistant Anchor Rod, it is characterized in that: the side that anchor rod pallet board (3) contacts with rock mass is provided with orthogonal two tray slots (4), can be used for blocking steel mesh reinforcement, anchor rod pallet board (3) edge can be reduced and cut up steel mesh reinforcement.
4. according to claim 1ly add ribbed Pulling-Resistant Anchor Rod, it is characterized in that: anchor rod pallet board (3) is fixed on rock mass surface by nut (5), nut (5) utilizes screw thread and shaft (1) to carry out being connected and fixes, and the tightness of pallet regulates by rotating nut (5).
CN201520415996.2U 2015-06-16 2015-06-16 Add rib formula resistance to plucking stock Expired - Fee Related CN204738828U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520415996.2U CN204738828U (en) 2015-06-16 2015-06-16 Add rib formula resistance to plucking stock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520415996.2U CN204738828U (en) 2015-06-16 2015-06-16 Add rib formula resistance to plucking stock

Publications (1)

Publication Number Publication Date
CN204738828U true CN204738828U (en) 2015-11-04

Family

ID=54420569

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520415996.2U Expired - Fee Related CN204738828U (en) 2015-06-16 2015-06-16 Add rib formula resistance to plucking stock

Country Status (1)

Country Link
CN (1) CN204738828U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107119681A (en) * 2017-06-13 2017-09-01 林再颐 A kind of modular Pulling-Resistant Anchor Rod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107119681A (en) * 2017-06-13 2017-09-01 林再颐 A kind of modular Pulling-Resistant Anchor Rod
CN107119681B (en) * 2017-06-13 2019-11-29 江西丰强科技发展有限公司 A kind of modular Pulling-Resistant Anchor Rod

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Legal Events

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

Granted publication date: 20151104

Termination date: 20160616

CF01 Termination of patent right due to non-payment of annual fee