CN204475324U - A kind of Wedge-type Inner bolt head - Google Patents
A kind of Wedge-type Inner bolt head Download PDFInfo
- Publication number
- CN204475324U CN204475324U CN201520063075.4U CN201520063075U CN204475324U CN 204475324 U CN204475324 U CN 204475324U CN 201520063075 U CN201520063075 U CN 201520063075U CN 204475324 U CN204475324 U CN 204475324U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- voussoir
- plane
- bolt head
- inner bolt
- 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- Withdrawn - After Issue
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
A kind of Wedge-type Inner bolt head, the multiple voussoirs comprise anchor pole, arranging around the outer wall border of anchor pole, the voussoir seat being set in anchor pole outside, side and the anchor pole of the nearly outer wall in bottom of voussoir are hinged, voussoir seat is positioned at the below of voussoir, its end face comprises the inclined-plane, horizontal plane, No. two inclined-planes that connect successively, an inclined-plane, No. two inclined-planes are symmetricly set on the both sides of horizontal plane, the angle that the axis of inclined-plane, No. two inclined-planes and an anchor pole is formed is acute angle, and anchor pole extends to the outside of voussoir seat after passing voussoir seat via horizontal plane.The design is safe and reliable, good endurance not only, and is conducive to the anchored force ensureing Inner bolt head.
Description
Technical field
The utility model relates to ground anchorage field, particularly relates to a kind of Wedge-type Inner bolt head, is specifically applicable to provide mechanical anchoring force on the basis of script chemical grouting anchored force.
Background technology
Developing rapidly of ground anchorage is closely related with Anchorage Technology progress, in recent years, China's Anchorage Technology obtains and develops fast, particularly apply very wide in civilian construction basement anti-floating engineering, but the anchorage style of traditional conventional common bolt be rely on grouting material solidification after shear strength and adhesion stress to provide anchored force, because grouting material exists problem of aging, grouting body in order to ensure anchoring section has enough anchored force, often needs anchor pole to anchor into the degree of depth larger in rock or concrete.
Summary of the invention
The purpose of this utility model overcomes single, the not ageing-resistant problem of the anchored force that exists in prior art, provides a kind of and utilize the mechanical snap power at the bottom of hole to carry out anchoring, safe and reliable Wedge-type Inner bolt head.
For realizing above object, the technical solution of the utility model is as follows:
A kind of Wedge-type Inner bolt head, multiple voussoirs that this Inner bolt head comprises anchor pole, arrange around the outer wall border of anchor pole, the voussoir seat being set in anchor pole outside, side and the anchor pole of the nearly outer wall in bottom of described voussoir are hinged, described voussoir seat is positioned at the below of voussoir, its end face comprises the inclined-plane, horizontal plane, No. two inclined-planes that connect successively, and an inclined-plane, No. two inclined-planes are symmetricly set on the both sides of horizontal plane, the angle that the axis of inclined-plane, No. two inclined-planes and an anchor pole is formed is acute angle.
Described anchor pole extends to the outside of voussoir seat after passing voussoir seat via horizontal plane.
Compared with prior art, the beneficial effects of the utility model are:
1, a kind of Wedge-type Inner bolt head of the utility model comprises anchor pole, around multiple voussoirs that the outer wall border of anchor pole is arranged, be set in the voussoir seat of anchor pole outside, side and the anchor pole of the nearly outer wall in bottom of voussoir are hinged, the end face being positioned at the voussoir seat below voussoir comprises the inclined-plane connected successively, horizontal plane, No. two inclined-planes, during use, the anchor pole of this Inner bolt head is inserted in boring, when voussoir hinged on anchor pole arrives the tapered portion of boring, voussoir can externally open under gravity, its bottom surface is close to an inclined-plane or No. two inclined-planes, the inverted cone surface forming up big and down small conehead face and boring is adjacent to, the mechanical snap power at the bottom of hole is utilized to carry out anchoring, this kind of anchored force solidify with inorganic bond pouring material after adhesion stress combine, define a kind of safe and reliable, the anchorage style of good endurance, the drilling depth of anchor pole can not only be reduced, be applicable to high temperature, the environment of high humility, and without the need to exerting pressure during assembling.Therefore, the utility model is safe and reliable, good endurance not only, and can reduce the drilling depth of anchor pole, without the need to exerting pressure during assembling.
2, in a kind of Wedge-type Inner bolt head of the utility model, anchor pole is via horizontal plane through the outside extending to voussoir seat after voussoir seat, and during use, this structure can reserve enough spaces for the perfusion of inorganic cementitious material, is conducive to the anchored force ensureing Inner bolt head.Therefore, the utility model is conducive to the anchored force ensureing Inner bolt head.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is scheme of installation of the present utility model.
In figure: anchor pole 1, outer wall 11, voussoir 2, voussoir seat 3, inclined-plane 31, horizontal plane 32, No. two inclined-planes 33, angle 4, boring 5, inverted cone surface 51.
Detailed description of the invention
Illustrate below in conjunction with accompanying drawing and with detailed description of the invention, the utility model to be described in further detail.
See Fig. 1, Fig. 2, a kind of Wedge-type Inner bolt head, multiple voussoirs 2 that this Inner bolt head comprises anchor pole 1, arrange around outer wall 11 border of anchor pole 1, the voussoir seat 3 being set in anchor pole 1 outside, side and the anchor pole 1 of the nearly outer wall in bottom 11 of described voussoir 2 are hinged, described voussoir seat 3 is positioned at the below of voussoir 2, its end face comprises an inclined-plane 31, horizontal plane 32, No. two inclined-planes 33 of connecting successively, and inclined-plane 33, No. 31, two, an inclined-plane is symmetricly set on the both sides of horizontal plane 32, the angle 4 that inclined-plane, No. 31, two, an inclined-plane 33 and the axis of anchor pole 1 are formed is acute angle.
Anchor pole 1 extends to the outside of voussoir seat 3 after passing voussoir seat 3 via horizontal plane 32.
Embodiment 1:
See Fig. 1, Fig. 2, a kind of Wedge-type Inner bolt head, this Inner bolt head comprises anchor pole 1, around multiple voussoirs 2 that outer wall 11 border of anchor pole 1 is arranged, be set in the voussoir seat 3 of anchor pole 1 outside, side and the anchor pole 1 of the nearly outer wall in bottom 11 of described voussoir 2 are hinged, described voussoir seat 3 is positioned at the below of voussoir 2, its end face comprises the inclined-plane 31 connected successively, horizontal plane 32, No. two inclined-planes 33, and an inclined-plane 31, No. two inclined-planes 33 are symmetricly set on the both sides of horizontal plane 32, an inclined-plane 31, the angle 4 that the axis of No. two inclined-planes 33 and anchor pole 1 is formed is acute angle, described anchor pole 1 extends to the outside of voussoir seat 3 after passing voussoir seat 3 via horizontal plane 32.
During assembling, first on rock, bore straight hole with rig, after design hole depth, at the bottom of hole, reaming is carried out to form boring 5 with reaming bit, then insert in boring 5 by the anchor pole 1 being hinged with voussoir 2, when voussoir 2 arrives the tapered portion of boring 5, voussoir 2 can externally open under gravity, its bottom surface is close to an inclined-plane 31 or No. two inclined-planes 33, forms up big and down small conehead face and is adjacent to the inverted cone surface 51 of boring 5.
Claims (2)
1. a Wedge-type Inner bolt head, it is characterized in that: this Inner bolt head comprises anchor pole (1), around multiple voussoirs (2) that outer wall (11) border of anchor pole (1) is arranged, be set in the voussoir seat (3) that anchor pole (1) is outside, side and the anchor pole (1) of the nearly outer wall in the bottom (11) of described voussoir (2) are hinged, described voussoir seat (3) is positioned at the below of voussoir (2), its end face comprises the inclined-plane (31) connected successively, horizontal plane (32), No. two inclined-planes (33), and an inclined-plane (31), No. two inclined-planes (33) are symmetricly set on the both sides of horizontal plane (32), an inclined-plane (31), the angle (4) that the axis of No. two inclined-planes (33) and anchor pole (1) is formed is acute angle.
2. a kind of Wedge-type Inner bolt head according to claim 1, is characterized in that: described anchor pole (1) via horizontal plane (32) through the outside extending to voussoir seat (3) after voussoir seat (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520063075.4U CN204475324U (en) | 2015-01-29 | 2015-01-29 | A kind of Wedge-type Inner bolt head |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520063075.4U CN204475324U (en) | 2015-01-29 | 2015-01-29 | A kind of Wedge-type Inner bolt head |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204475324U true CN204475324U (en) | 2015-07-15 |
Family
ID=53631127
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520063075.4U Withdrawn - After Issue CN204475324U (en) | 2015-01-29 | 2015-01-29 | A kind of Wedge-type Inner bolt head |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204475324U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104594344A (en) * | 2015-01-29 | 2015-05-06 | 武汉武大巨成结构股份有限公司 | Wedge type inner anchor head |
-
2015
- 2015-01-29 CN CN201520063075.4U patent/CN204475324U/en not_active Withdrawn - After Issue
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104594344A (en) * | 2015-01-29 | 2015-05-06 | 武汉武大巨成结构股份有限公司 | Wedge type inner anchor head |
CN104594344B (en) * | 2015-01-29 | 2016-10-26 | 武大巨成结构股份有限公司 | A kind of Wedge-type Inner bolt head |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103277122B (en) | Method for drilling anchor rod hole and anchoring anchor rod in broken roof | |
CN109578033A (en) | Coal mine roadway anchor and its implementation method | |
CN102828761A (en) | Full-thread glass fiber composite hollow grouting anchor rod | |
CN204475323U (en) | The telescopic Inner bolt head of a kind of modified | |
CN103590338A (en) | Method for constructing composite tunnel concrete anchors of suspension bridge and rock anchor construction structure | |
CN204475324U (en) | A kind of Wedge-type Inner bolt head | |
CN103147777B (en) | Pumping paste prestress full bolting anchor rod/cable supporting method | |
CN107366666A (en) | A kind of difunctional chemically expansible bolt | |
CN105298392B (en) | A kind of quick expanding method and structure | |
CN204476444U (en) | A kind of self-drilling hollow grouting cable anchor | |
CN206144587U (en) | Odd -shaped cross section cavity self -drilling stock | |
CN111379581B (en) | Deep roadway prestress full-anchor support construction equipment and construction method thereof | |
CN104564115A (en) | Sleeve-type inside anchor | |
CN202187288U (en) | Compound tunnel anchorage | |
CN202073095U (en) | Combination anchor structure | |
CN106480880B (en) | Recoverable soil nailing and the construction method for using recoverable soil nail | |
CN208605210U (en) | A kind of novel slurry filling anchor system | |
CN204476443U (en) | A kind of telescopic Inner bolt head | |
CN204174638U (en) | Underground structure ruggedized construction | |
CN104563109A (en) | Improved sleeve type inner anchor head | |
CN205225301U (en) | Multiple anticorrosive stock of multiplicable anchor power | |
CN104594344B (en) | A kind of Wedge-type Inner bolt head | |
CN206971431U (en) | Masonry structure external wall outer insulation anchoring assembly, installation tool and exterior wall heat-preserving system | |
CN204919542U (en) | Cusp high pressure slip casting stock | |
CN202325585U (en) | Fastening anchor head suitable for end anchorage for anchor rod |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CP01 | Change in the name or title of a patent holder |
Address after: 430223 Hubei city of Wuhan province East Lake Development Zone Wuhan University Science Park Road No. 4 Patentee after: WUDA JUCHENG STRUCTURE CO., LTD. Address before: 430223 Hubei city of Wuhan province East Lake Development Zone Wuhan University Science Park Road No. 4 Patentee before: WUDA JUCHENG STRUCTURE CO., LTD. |
|
AV01 | Patent right actively abandoned |
Granted publication date: 20150715 Effective date of abandoning: 20161012 |
|
C25 | Abandonment of patent right or utility model to avoid double patenting |