CN2336095Y - Left-hand screw anchor bolt - Google Patents

Left-hand screw anchor bolt Download PDF

Info

Publication number
CN2336095Y
CN2336095Y CN 98244264 CN98244264U CN2336095Y CN 2336095 Y CN2336095 Y CN 2336095Y CN 98244264 CN98244264 CN 98244264 CN 98244264 U CN98244264 U CN 98244264U CN 2336095 Y CN2336095 Y CN 2336095Y
Authority
CN
China
Prior art keywords
section
anchoring
anchor bolt
thread
anchor pole
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
CN 98244264
Other languages
Chinese (zh)
Inventor
秦斌青
王继宗
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 98244264 priority Critical patent/CN2336095Y/en
Application granted granted Critical
Publication of CN2336095Y publication Critical patent/CN2336095Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model relates to a left-hand screw anchor bolt which belongs to the technical field of the surface consolidation of a base. The surface of the anchoring segment of the anchor bolt forms a left-hand screw thread shape. Compared with an original screw thread steel, an existing screw thread steel adopts a screw thread shape with less thread pitch and higher thread height. A bolthole outer segment (5) can also adopt the size which is larger than the diameter of the anchoring segment to improve the plenum degree of the anchoring agent in an anchor hole, and the action between the anchor bolt and the base can be increased, and thus, the performance of the anchoring structure of the anchor bolt can be improved.

Description

Left-hand screw anchor bolt
The utility model belongs to the matrix surface reinforcing technique, relates generally to the big improvement structure of anchor pole.
Known anchor pole is to reinforce a kind of parts that wall or building surface intensity are surveyed in the rock stratum, and various ways is arranged, and by wide weary the employing, can effectively increase the bond strength with the anchoring agent in construction, improves anchoring effect.
The purpose of this utility model is the Left-hand screw anchor bolt structural concept that proposes to increase the substantial degree of anchoring agent in the construction.
The purpose of this utility model is to realize like this, anchor pole comprises the body of rod that can be divided into section outside anchoring section and the hole, with section nut engaged outside its hole, with matrix surface in the body of rod, nut and the use supporting plate that matrix surface matches that matches, the surface of anchoring section is made and is had the concaveconvex shape that increases combined surface area and frictional resistance, wherein, described anchoring section surface configuration is a left hand thread.Like this, when favourable combination was fixing, the left hand thread in the construction can become the screw propulsion duty when stirring the anchoring agent, push the anchoring agent to hole at the bottom of, improve its circularity in anchor hole, improve anchoring effect, thereby realized the purpose of this utility model.
The left-hand thread of anchoring section described in the utility model continuously, makes its effect to the anchoring agent abundant continuously on the anchor pole total length, has also satisfied the cooperation requirement of nut simultaneously; Improved the inconsistent or discontinuous situation in twisted steel anchor rod commonly used surface.
A section diameter is selected the size bigger than anchoring section for use outside the hole described in the utility model, makes the overall construction intensity equilibrium after the anchoring.
The pitch of anchoring left-hand thread described in the utility model is little than the corresponding pitch of screw-thread steel, and thread depth is big than its analog value, and this can increase the active area of screw thread to the anchoring agent, improves bond strength.
The utility model has guaranteed the circularity of anchoring agent necessity by changing the concrete structure of anchor pole, has improved the bond strength between anchor pole and anchoring agent, has improved the strength structure of anchoring whole, has strengthened anchoring effect.
Fig. 1 is the Left-hand screw anchor bolt that is used for roadway support;
Fig. 2 is the Left-hand screw anchor bolt of standard thread for the outer end.
The outer section of 1 left-hand screw screw thread, 2 anchoring sections, 3 supporting plates, 4 nuts, 5 boltholes among the figure
The utility model is described in further detail below in conjunction with embodiment.
First embodiment such as Fig. 1 are the anchor poles that is used for the mine laneway supporting.Its length overall 1-2.5m, diameter 18-22mm.It is 3-12m that the anchor pole total length is made pitch, and the left-handed spiral shell of the high 0.5-2.5mm of screw thread causes 1, and used nut 4 also matches with it.In the construction of assembling anchor pole, because the progradation of left hand thread can be pressed to the anchor hole bottom in the stirring to the anchoring agent, improve the substantial degree of anchoring agent, increase active area and effect class between itself and anchor pole.To the anchor pole of this routine diameter 18 * 2000mm, anchored force can reach 150-180KN.
Second embodiment such as figure two, structure is consistent with example one, and just section 5 is a standard thread outside its hole, and more or less freely convenience is singly made and used to mode of occupation with last identical.
The 3rd embodiment is consistent with example two, but section 5 is selected the bigger thread size of more used screw-thread steel nominal diameter for use outside its hole.As this routine anchor pole made from the screw-thread steel of diameter 18mm, section is selected the screw thread of M20 for use outside its hole.The relation of anchor rod anchored section and outer end supporting capacity has been adjusted in the apolegamy of this example, can accomplish with material rationally, improve the supporting capacity of anchor pole.

Claims (4)

1, Left-hand screw anchor bolt comprises the body of rod that can be divided into section outside anchoring section and the hole, with section nut engaged outside its hole, with matrix surface in the body of rod, nut and the use supporting plate that matrix surface matches that matches, the surface of anchoring section is made and is had the concaveconvex shape that increases combined surface area and frictional resistance, and it is characterized in that: described anchoring section surface configuration is left hand thread (1).
2, anchor pole according to claim 1 is characterized in that: the left-hand thread of described anchoring section (1) on the anchor pole total length continuously.
3, anchor pole as claimed in claim 1 or 2 is characterized in that: section (a 5) diameter is selected the size bigger than anchoring section for use outside the described hole.
4, anchor pole as claimed in claim 1 or 2, it is characterized in that: the pitch of described anchoring section left-hand thread is little than the corresponding pitch of screw-thread steel, and thread depth is big than its analog value.
CN 98244264 1998-09-24 1998-09-24 Left-hand screw anchor bolt Expired - Fee Related CN2336095Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 98244264 CN2336095Y (en) 1998-09-24 1998-09-24 Left-hand screw anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 98244264 CN2336095Y (en) 1998-09-24 1998-09-24 Left-hand screw anchor bolt

Publications (1)

Publication Number Publication Date
CN2336095Y true CN2336095Y (en) 1999-09-01

Family

ID=33990434

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 98244264 Expired - Fee Related CN2336095Y (en) 1998-09-24 1998-09-24 Left-hand screw anchor bolt

Country Status (1)

Country Link
CN (1) CN2336095Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011153810A1 (en) * 2010-06-10 2011-12-15 He Manchao Constant resistance and large deformation anchor rod
CN102352884A (en) * 2011-10-14 2012-02-15 山东焱鑫矿用材料加工有限公司 Steel used for non-cold-working connection
CN102373935A (en) * 2010-08-18 2012-03-14 邵钦蓉 Anchor rod tray and anchor rod assembly
CN105156142A (en) * 2015-09-30 2015-12-16 刘允勇 Left-hand full-thread anchor rod

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011153810A1 (en) * 2010-06-10 2011-12-15 He Manchao Constant resistance and large deformation anchor rod
US8974151B2 (en) 2010-06-10 2015-03-10 Manchao He Constant-resistance large-deformation anchor rod
CN102373935A (en) * 2010-08-18 2012-03-14 邵钦蓉 Anchor rod tray and anchor rod assembly
CN102352884A (en) * 2011-10-14 2012-02-15 山东焱鑫矿用材料加工有限公司 Steel used for non-cold-working connection
CN105156142A (en) * 2015-09-30 2015-12-16 刘允勇 Left-hand full-thread anchor rod

Similar Documents

Publication Publication Date Title
CN2841963Y (en) Well wall reinforcing device
CN2336095Y (en) Left-hand screw anchor bolt
CN207526513U (en) The controllable formula that expands increases resistance anchor pole
CN2398333Y (en) Pile body containing thorn pile
CN200949471Y (en) Fully recovering anchor bar
CN2448927Y (en) Steel stranded wire anchor rod
CN2208100Y (en) Expanded plastic-steel pin
CN2342098Y (en) Case expanding type anchor head and anchor rod
CN2412092Y (en) Universal-purpose roofbolt body
CN2462128Y (en) Tooth shape building anchor bolt for concrete
CN2318399Y (en) Double-anchor-head rockbolt
CN2591229Y (en) Extensible recoverable full-anchoring anchor rod
CN2412093Y (en) Fast mounting non-metal anchor head
CN200964866Y (en) Steel pipe steel wire anchor for laneway support
CN2426015Y (en) Complete helix screw anchor rod
CN2600589Y (en) Self-screw recoverable archor bolt
CN2267344Y (en) Internal expansion self-locking bolt
CN2136330Y (en) Umbrella type anchoring-bolt
CN2660128Y (en) Flexible shear anchor arm
CN2216590Y (en) Anchoring-bolt
CN215926052U (en) Booth is apart from adding muscle retaining wall structure
CN2604527Y (en) End-bearing roofbolt
CN2238341Y (en) Expansive rivet
CN2470403Y (en) Club-footed hollow pile
CN2542724Y (en) Composite earth anchor for supporting construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee