CN104832201A - Expansion type anchor rod - Google Patents
Expansion type anchor rod Download PDFInfo
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- CN104832201A CN104832201A CN201510219653.3A CN201510219653A CN104832201A CN 104832201 A CN104832201 A CN 104832201A CN 201510219653 A CN201510219653 A CN 201510219653A CN 104832201 A CN104832201 A CN 104832201A
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- rod
- anchor rod
- expansion type
- anchor sleeve
- sleeve
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Abstract
The invention discloses an expansion type anchor rod. The expansion type anchor rod comprises an anchor rod sleeve, a rod body and a pressing mechanism, wherein a plurality of open slots are circumferentially formed in the lower part of the anchor rod sleeve; the rod body is sleeved by the anchor rod sleeve, and the upper end and the lower end of the rod body respectively extend out of the anchor rod sleeve; the lower end of the rod body is a tapered anchor rod head, the anchor rod head is gradually increased from top to bottom, and the diameter of the upper part of the anchor rod head is larger than the aperture of the anchor rod sleeve; the upper part of the rod body is in threaded connection with the anchor rod sleeve; the pressing mechanism is arranged at the upper end of the rod body and can press the surface of a side slope. According to the expansion type anchor rod, the lower end of the anchor rod sleeve is expanded by virtue of the anchor rod head to be tightly clamped in the side slope without grouting solidification, so that the construction process is simple, and the construction time can be largely shortened.
Description
Technical field
The present invention relates to anchor pole field, particularly a kind of expansion type roof bolt.
Background technology
When carrying out reinforcement protection to side slope, general needs first bores a hole in side slope, then anchor pole is put into hole, last slip casting in hole, by the time, after slurry solidification reaches certain intensity, the slurry after anchor pole and solidification is shaping, thus stops side slope face to produce displacement or landslide.Need the slope reinforcement mode of slip casting to need by the time slurry solidification to reach some strength after this kind of insertion anchor pole just can work, therefore there is the loaded down with trivial details and shortcoming of length consuming time of constructing of construction sequence.
The information being disclosed in this background technology part is only intended to increase the understanding to general background of the present invention, and should not be regarded as admitting or imply in any form that this information structure has been prior art that persons skilled in the art are known.
Summary of the invention
The object of the present invention is to provide a kind of expansion type roof bolt, thus overcome the loaded down with trivial details and shortcoming of length consuming time of constructing of existing construction sequence of side slope being protected by anchor pole.
For achieving the above object, the invention provides a kind of expansion type roof bolt, wherein, comprising: anchor sleeve, its underpart is circumferentially provided with several open slots; The body of rod, it is sheathed in described anchor sleeve, and the two ends up and down of this body of rod are respectively to the extension of described anchor sleeve; The lower end of this body of rod is the anchor pole head of a tapered shape, and described anchor pole head increases from top to bottom gradually, and the diameter on the top of described anchor pole head is greater than the aperture of described anchor sleeve; Top and the described anchor sleeve of this body of rod are threaded connection; And hold-down mechanism, it is arranged at the upper end of the described body of rod, and this hold-down mechanism can be pressed on the surface of side slope.
Preferably, in technique scheme, also comprise the anchor pole cap that is arranged at the upper end of the described body of rod.
Preferably, in technique scheme, the bottom of described anchor sleeve is circumferentially provided with open slot described in several equably.
Preferably, in technique scheme, the upper end of described anchor sleeve is provided with a nut, and the top of the described body of rod is provided with the external screw thread corresponding with described nut.
Preferably, in technique scheme, described hold-down mechanism comprises: pin, and several these pins are circumferentially arranged at the top of the described body of rod, and the upper articulation of the upper end of this pin each and the described body of rod; And spring, each described pin is also connected with the described body of rod by this spring, the upper end of junction lower than corresponding described pin of this spring each and the described body of rod and the hinged place of the described body of rod.
Preferably, in technique scheme, four described pins are circumferentially arranged at the top of the described body of rod equably.
Compared with prior art, the present invention has following beneficial effect:
1, the present invention inserts after in the guide hole bored in side slope, by upwards spin-up anchor pole head, expanded in the lower end of anchor sleeve to open, to be clamped in the guide hole of side slope, and by hold-down mechanism, iron net is buckled in securely the surface of side slope, to improve durability and the safety of slope anchorage, work progress of the present invention does not need to carry out slip casting to the guide hole of side slope and solidifies, and therefore work progress of the present invention is simple and convenient, and greatly can shorten the engineering time to improve efficiency of construction.
2, the present invention makes pin be pressed in the surface of side slope by spring, and its structure is simple, easy to use.
Accompanying drawing explanation
Fig. 1 is according to structural representation during expansion type roof bolt original state of the present invention.
Fig. 2 is the structural representation strutted by the first anchor sleeve of anchor pole according to expansion type roof bolt of the present invention.
Fig. 3 is the structural representation according to expansion type roof bolt of the present invention iron net is pressed in side slope.
Main Reference Numerals illustrates:
1-anchor sleeve, 11-open slot, 12-nut; The 2-body of rod, 21-anchor pole head, 22-anchor pole cap; 3-pin; 4-spring; 5-iron net.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in detail, but is to be understood that protection scope of the present invention not by the restriction of detailed description of the invention.
Clearly represent unless otherwise other, otherwise in whole manual and claims, term " comprise " or its conversion as " comprising " or " including " etc. by be understood to include the element of stating or ingredient, and do not get rid of other element or other ingredient.
As shown in Figure 1 to Figure 3, a kind of embodiment according to the specific embodiment of the invention is: a kind of expansion type roof bolt, it comprises anchor sleeve 1, the body of rod 2 and hold-down mechanism, and the bottom of anchor sleeve 1 is circumferentially provided with several open slots 11, and the lower end of anchor sleeve 1 is run through in the lower end of open slot 11; Preferably, the bottom of anchor sleeve 1 is circumferentially provided with several open slots 11 equably, thus the lower end of anchor sleeve 1 is outwards strutted equably.The body of rod 2 is sheathed in anchor sleeve 1, the two ends up and down of the body of rod 2 are respectively to the extension of anchor sleeve 1, the lower end of the body of rod 2 is the anchor pole head 21 of a tapered shape, anchor pole head 21 increases from top to bottom gradually, and the diameter on the top of anchor pole head 21 is greater than the aperture of anchor sleeve 1, when anchor pole head 21 upwards promotes, it just can strut the lower end of anchor sleeve 1 from open slot 11.Top and the anchor sleeve 1 of the body of rod 2 are threaded connection, and the upper end of anchor sleeve 1 is provided with a nut 12, and the top of the body of rod 2 is provided with the external screw thread corresponding with nut 12, just can control anchor pole head 21 be inserted in anchor sleeve 1 by the rotation body of rod 2.Preferably, also comprise the anchor pole cap 22 that is arranged at the upper end of the body of rod 1, rotate the body of rod 2 to facilitate.Hold-down mechanism is arranged at the upper end of the body of rod 2, and hold-down mechanism can be pressed on the surface of side slope.Preferably, hold-down mechanism comprises pin 3 and spring 4, several pins 3 are circumferentially arranged at the top of the body of rod 2, and the upper end of each pin 3 and the upper articulation of the body of rod 2, each pin 3 is also connected with the body of rod 2 by a spring 4, the upper end of junction lower than corresponding pin 3 of each spring 4 and the body of rod 2 and the hinged place of the body of rod 2.Preferably, four pins 3 are circumferentially arranged at the top of the body of rod 2 equably.The structure of hold-down mechanism is simple, easy to use.
Guide hole is beaten in position first suitable in side slope during construction, then, as shown in Figure 3, iron net 5 is layed in side slope, again the present invention is inserted in guide hole through entirety after the mesh of iron net 5, pin 3 struts, and under the effect of spring 4, iron net 5 is pressed in side slope surface.Finally, as shown in Figure 2, rotating the body of rod 2 makes anchor pole head 21 be inserted in anchor sleeve 1, thus make the bottom of anchor sleeve 1 softened with the lower end being pressed on guide hole along open slot 11, the present invention is just overall to be fixed in the guide hole of side slope, although now the body of rod 2 entirety can promote, but pin 3 still can be fitted in securely on iron net 5 under the effect of spring 4, to keep iron net 5 to be stably pressed in face, side slope limit, thus reach anchor sleeve 1, the body of rod 2, iron net 5 and side slope and have face to form firm integral structure, to improve breakout capacity.
The present invention not only work progress does not need to carry out slip casting to the guide hole of side slope and solidifies, to make easy construction, save time, to improve the efficiency of side slope being carried out to anchoring, also can improve durability and the safety of slope anchorage structure, be applicable to all kinds of reinforcing rock slope engineering.
The aforementioned description to concrete exemplary of the present invention is to illustrate and the object of illustration.These descriptions not want the present invention to be defined as disclosed precise forms, and obviously, according to above-mentioned instruction, can much change and change.The object selected exemplary embodiment and describe is to explain certain principles of the present invention and practical application thereof, thus those skilled in the art can be realized and utilize various different exemplary of the present invention and various different selection and change.Scope of the present invention is intended to limited by claims and equivalents thereof.
Claims (6)
1. an expansion type roof bolt, is characterized in that, comprising:
Anchor sleeve, its underpart is circumferentially provided with several open slots;
The body of rod, it is sheathed in described anchor sleeve, and the two ends up and down of this body of rod are respectively to the extension of described anchor sleeve; The lower end of this body of rod is the anchor pole head of a tapered shape, and described anchor pole head increases from top to bottom gradually, and the diameter on the top of described anchor pole head is greater than the aperture of described anchor sleeve; Top and the described anchor sleeve of this body of rod are threaded connection; And
Hold-down mechanism, it is arranged at the upper end of the described body of rod, and this hold-down mechanism can be pressed on the surface of side slope.
2. expansion type roof bolt according to claim 1, is characterized in that, also comprises the anchor pole cap that is arranged at the upper end of the described body of rod.
3. expansion type roof bolt according to claim 1, is characterized in that, the bottom of described anchor sleeve is circumferentially provided with open slot described in several equably.
4. expansion type roof bolt according to claim 1, is characterized in that, the upper end of described anchor sleeve is provided with a nut, and the top of the described body of rod is provided with the external screw thread corresponding with described nut.
5. the expansion type roof bolt according to any one of claim 1-4, is characterized in that, described hold-down mechanism comprises:
Pin, several these pins are circumferentially arranged at the top of the described body of rod, and the upper articulation of the upper end of this pin each and the described body of rod; And
Spring, each described pin is also connected with the described body of rod by this spring, the upper end of junction lower than corresponding described pin of this spring each and the described body of rod and the hinged place of the described body of rod.
6. expansion type roof bolt according to claim 5, is characterized in that, four described pins are circumferentially arranged at the top of the described body of rod equably.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510219653.3A CN104832201B (en) | 2015-04-30 | 2015-04-30 | Expansion type roof bolt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510219653.3A CN104832201B (en) | 2015-04-30 | 2015-04-30 | Expansion type roof bolt |
Publications (2)
Publication Number | Publication Date |
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CN104832201A true CN104832201A (en) | 2015-08-12 |
CN104832201B CN104832201B (en) | 2017-06-13 |
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Application Number | Title | Priority Date | Filing Date |
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CN201510219653.3A Active CN104832201B (en) | 2015-04-30 | 2015-04-30 | Expansion type roof bolt |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107396867A (en) * | 2017-09-04 | 2017-11-28 | 宜宾县普安镇揽胜种养殖专业合作社 | A kind of rice field aquatic products breeding fence easy for installation |
CN109113774A (en) * | 2018-10-31 | 2019-01-01 | 浙江交通职业技术学院 | A kind of clamping structure of anchor pole anti-dropout |
CN113250191A (en) * | 2021-07-01 | 2021-08-13 | 昆明理工大学 | Expansion type yielding anchor rod |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2222739Y (en) * | 1994-09-01 | 1996-03-20 | 聂万利 | Returnable shell expansion type anchor bolt |
CN200949471Y (en) * | 2006-08-01 | 2007-09-19 | 马金志 | Fully recovering anchor bar |
US20080038068A1 (en) * | 2006-07-20 | 2008-02-14 | Jennmar Corporation | Rock bolt |
CN104179178A (en) * | 2014-08-28 | 2014-12-03 | 南昌工程学院 | Flexible umbrella supporting anchor bolt and method for supporting soil slope thereby |
CN204920857U (en) * | 2015-04-30 | 2015-12-30 | 广西大学 | Inflation formula stock |
-
2015
- 2015-04-30 CN CN201510219653.3A patent/CN104832201B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2222739Y (en) * | 1994-09-01 | 1996-03-20 | 聂万利 | Returnable shell expansion type anchor bolt |
US20080038068A1 (en) * | 2006-07-20 | 2008-02-14 | Jennmar Corporation | Rock bolt |
CN200949471Y (en) * | 2006-08-01 | 2007-09-19 | 马金志 | Fully recovering anchor bar |
CN104179178A (en) * | 2014-08-28 | 2014-12-03 | 南昌工程学院 | Flexible umbrella supporting anchor bolt and method for supporting soil slope thereby |
CN204920857U (en) * | 2015-04-30 | 2015-12-30 | 广西大学 | Inflation formula stock |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107396867A (en) * | 2017-09-04 | 2017-11-28 | 宜宾县普安镇揽胜种养殖专业合作社 | A kind of rice field aquatic products breeding fence easy for installation |
CN109113774A (en) * | 2018-10-31 | 2019-01-01 | 浙江交通职业技术学院 | A kind of clamping structure of anchor pole anti-dropout |
CN113250191A (en) * | 2021-07-01 | 2021-08-13 | 昆明理工大学 | Expansion type yielding anchor rod |
Also Published As
Publication number | Publication date |
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CN104832201B (en) | 2017-06-13 |
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