CN203188207U - Anchor rod with end portions capable of being expanded - Google Patents

Anchor rod with end portions capable of being expanded Download PDF

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Publication number
CN203188207U
CN203188207U CN 201320103720 CN201320103720U CN203188207U CN 203188207 U CN203188207 U CN 203188207U CN 201320103720 CN201320103720 CN 201320103720 CN 201320103720 U CN201320103720 U CN 201320103720U CN 203188207 U CN203188207 U CN 203188207U
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CN
China
Prior art keywords
inner sleeve
outer sleeve
anchor rod
sleeve
expanded
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 201320103720
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Chinese (zh)
Inventor
洪瀚江
魏建军
张飞龙
刘辉
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.)
Jiangsu Institute of Architectural Technology
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Jiangsu Institute of Architectural 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 Jiangsu Institute of Architectural Technology filed Critical Jiangsu Institute of Architectural Technology
Priority to CN 201320103720 priority Critical patent/CN203188207U/en
Application granted granted Critical
Publication of CN203188207U publication Critical patent/CN203188207U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an anchor rod with the end portions capable of being expanded, and belongs to the field of anchor rods. The anchor rod with the end portions capable of being expanded comprises an actuating system and a reaming system, wherein the actuating system comprises a traction cable, an inner sleeve and an outer sleeve sleeved outside the inner sleeve, a flange disk in which a traction cable pore passage is formed is arranged at the upper end of the inner sleeve, and the lower end of the inner sleeve, the upper end of the outer sleeve and the lower end of the outer sleeve are provided with connecting hinges which are the same in number; the traction cable penetrates through the traction cable pore passage of the flange disk at the upper end of the inner sleeve to be connected with the upper end of the outer sleeve through the connecting hinge at the upper end of the outer sleeve; the reaming system comprises reamers and guide rods, the number of the guide rods is at least three, the guide rods are evenly distributed and installed on the peripheral wall of the lower end of the outer sleeve, the reamers corresponding to the guide rods are installed on the inner circumferential wall of the lower end of the inner sleeve, and the lower ends of the guide rods are connected to the midpoint positions of the reamers through pin hinges. The anchor rod with the end portions capable of being expanded has the advantages that the ends of the anchor rod can be expanded and penetrate into the rock and soil body, anchoring force is increased, pulling resistance of the anchor rod is enhanced, loss of the following anchoring force is small, and following maintenance expenses are reduced.

Description

The expansible anchor pole in end
Technical field
The utility model relates to a kind of anchor pole, specifically is the expansible anchor pole in a kind of end.Be mainly used in the reinforcement protection engineering in underground constructions such as foundation ditch, side slope, tunnel.
Background technology
In various underground constructions and geotechnical slope, preventive works, extremely extensive to the application of anchor pole.By the squeezing action of anchor pole to loosening ground body, link together tightly becoming flexible the stable anchoring ground body of ground body and deep layer.Anchor pole will play a role effectively, just must reliable anchoring will be arranged, and anchor pole often may be extracted from injecting cement paste or anchor pole is extracted from anchor hole together with injecting cement paste in the practice, carries or inefficacy thereby cause anchoring to be moved back, and brings potential safety hazard to engineering.
For strengthen anchor pole uplift resistance, Chang Yong method has two kinds in practice, first kind is the anchorage length that increases anchor pole, its weak point is to increase anchor rod anchored length then to increase the cementing agent consumption, cost is higher, anchor pole is whole stressed comparatively complicated.Second kind is exactly to increase anchoring termination volume, can effectively increase anti-pulling of anchor bar and increase the anchoring termination, and construction technology is simple, realizes than being easier to.
Summary of the invention
The utility model provides a kind of end expansible anchor pole, and the termination can strut in the anchoring process, increases anchoring termination volume.
The technical scheme that its technical problem that solves the utility model adopts is: the expansible anchor pole in a kind of end, it comprises actuating system and reaming system, described actuating system comprises drawing rope, inner sleeve, be enclosed within the outer sleeve of inner sleeve outside, be provided with a flange that has a drag-line duct in inner sleeve upper end, in the lower end of inner sleeve and the upper and lower end of outer sleeve all each device have identical connection to cut with scissors; Drawing rope is connected on passing the connection hinge of drag-line duct by the outer sleeve upper end and outer sleeve on the flange of inner sleeve upper end; Described reaming system comprises cornish bit and guide rod, at least 3 of guide rods, evenly distributing is installed on the lower end periphery wall of outer sleeve, and the cornish bit corresponding to guide rod is installed in the lower end of inner sleeve, and the lower end of guide rod is hinged and connected on the point midway of cornish bit by pin.
Described guide rod is connected by being connected hinge with the lower end of outer sleeve.
The upper end of described cornish bit is connected by being connected hinge with the lower end of inner sleeve.
This device is simple, in armature boring, do not need reaming, make the Counterboring apparatus of anchor bar body enlarge by drawing rope, cornish bit on the Counterboring apparatus opens, thrust in the ground body, slip casting then, thus effectively enlarged the termination point of anchor rod volume, form powerful resistance and pulled out body, increased the uplift resistance of anchor pole.
Its advantage is: termination point of anchor rod can strut, and the ground body is thrust in the termination, increases anchored force, improves the uplift resistance of anchor pole, and follow-up anchored force loss is little, has reduced follow-up maintenance cost.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is reaming end work schematic diagram.
Among the figure: 1. drawing rope, 2. flange, 3. inner sleeve, 4. outer sleeve, 5. guide rod, 6. cornish bit 7. connects hinge, 8. the pin hinge.
The specific embodiment
See figures.1.and.2, the expansible anchor pole in end is by drawing rope 1, flange 2, inner sleeve 3, outer sleeve 4, guide rod 5, and cornish bit 6 is formed.Outer sleeve 4 is enclosed within inner sleeve 3 outsides, is provided with a flange 2 in inner sleeve upper end, in the lower end of inner sleeve 3 and the upper and lower end of outer sleeve 4 all each device have identical connection to cut with scissors 7; At the lower end of outer sleeve 4 periphery wall equally distributed at least 3 guide rods 5 are housed, at the lower end of inner sleeve 3 internal perisporium device cornish bit 6 corresponding to guide rod 5 are arranged, the lower end of guide rod 5 is connected on the point midway of cornish bit 6 by pin hinge 8; Have the drag-line duct on the flange 2, drawing rope 1 links to each other with the hinge 7 that is connected of outer sleeve 3 upper ends by the drag-line duct on the flange 2 on the inner sleeve; Guide rod 5 is connected by being connected hinge 7 with the lower end of outer sleeve 4.The upper end of cornish bit 6 is connected by the hinge that is connected on the internal perisporium with the lower end of inner sleeve 3.
Hole earlier during use and afterwards put into anchor pole, withstand flange 2 on the inner sleeve with the vertically-displacable jack, drawing rope 1 is applied pulling force, drawing rope 1 moves upward under the pulling force effect, thereby tractive outer sleeve 4 and guide rod 5 move upward, and guide rod 5 drive cornish bits 6 move.Namely blocked by inner sleeve 3 wall positions after cornish bit 6 turns an angle, maximum opening angle has realized that the anchor pole end enlarges effect between 60~80 degree.

Claims (3)

1. expansible anchor pole in end, it is characterized in that, it comprises actuating system and reaming system, described actuating system comprises drawing rope (1), inner sleeve (3), be enclosed within the outer sleeve (4) of inner sleeve (3) outside, be provided with a flange (2) that has a drag-line duct in the inner sleeve upper end, in the lower end of inner sleeve (3) and the upper and lower end of outer sleeve (4) all each device have identical connection to cut with scissors (7); Drawing rope (1) is connected on passing the connection hinge (7) of drag-line duct by outer sleeve (4) upper end and outer sleeve (4) on the flange (2) of inner sleeve upper end; Described reaming system comprises cornish bit (6) and guide rod (5), (5) at least 3 of guide rods, evenly distribute and be installed on the lower end periphery wall of outer sleeve (4), cornish bit (6) corresponding to guide rod (5) is installed in the lower end of inner sleeve (3), and the lower end of guide rod (5) is connected on the point midway of cornish bit (6) by pin hinge (8).
2. the expansible anchor pole in end according to claim 1 is characterized in that, described guide rod (5) is connected by being connected hinge (7) with the lower end of outer sleeve (4).
3. the expansible anchor pole in end according to claim 1 is characterized in that, the upper end of described cornish bit (6) is connected by being connected hinge (7) with the lower end of inner sleeve (3).
CN 201320103720 2013-03-06 2013-03-06 Anchor rod with end portions capable of being expanded Expired - Fee Related CN203188207U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320103720 CN203188207U (en) 2013-03-06 2013-03-06 Anchor rod with end portions capable of being expanded

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320103720 CN203188207U (en) 2013-03-06 2013-03-06 Anchor rod with end portions capable of being expanded

Publications (1)

Publication Number Publication Date
CN203188207U true CN203188207U (en) 2013-09-11

Family

ID=49105076

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320103720 Expired - Fee Related CN203188207U (en) 2013-03-06 2013-03-06 Anchor rod with end portions capable of being expanded

Country Status (1)

Country Link
CN (1) CN203188207U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821877A (en) * 2016-05-09 2016-08-03 浙江工业大学 Mechanical linkage anti-pulling anchor rod
CN105839637A (en) * 2016-05-23 2016-08-10 化学工业岩土工程有限公司 Valve type enlarged footing stock supporting body
CN106120816A (en) * 2016-06-28 2016-11-16 林总良 A kind of building municipal works side slope reinforcing apparatus
CN109898527A (en) * 2019-02-28 2019-06-18 广西交通设计集团有限公司 The construction method that a kind of bamboo root shape interlocking anchor pile and unstable rock slope reinforce
CN113605949A (en) * 2021-07-21 2021-11-05 安徽理工大学 Supporting construction of self-drilling type anchor rod

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105821877A (en) * 2016-05-09 2016-08-03 浙江工业大学 Mechanical linkage anti-pulling anchor rod
CN105821877B (en) * 2016-05-09 2018-11-13 浙江工业大学 A kind of mechanical linkage Pulling-Resistant Anchor Rod
CN105839637A (en) * 2016-05-23 2016-08-10 化学工业岩土工程有限公司 Valve type enlarged footing stock supporting body
CN106120816A (en) * 2016-06-28 2016-11-16 林总良 A kind of building municipal works side slope reinforcing apparatus
CN106120816B (en) * 2016-06-28 2018-12-11 林云清 A kind of building municipal works side slope reinforcing apparatus
CN109898527A (en) * 2019-02-28 2019-06-18 广西交通设计集团有限公司 The construction method that a kind of bamboo root shape interlocking anchor pile and unstable rock slope reinforce
CN113605949A (en) * 2021-07-21 2021-11-05 安徽理工大学 Supporting construction of self-drilling type anchor rod

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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: 20130911

Termination date: 20140306