CN201560784U - Novel thick tail full thread glass steel anchor rod and accessory - Google Patents
Novel thick tail full thread glass steel anchor rod and accessory Download PDFInfo
- Publication number
- CN201560784U CN201560784U CN2009202576706U CN200920257670U CN201560784U CN 201560784 U CN201560784 U CN 201560784U CN 2009202576706 U CN2009202576706 U CN 2009202576706U CN 200920257670 U CN200920257670 U CN 200920257670U CN 201560784 U CN201560784 U CN 201560784U
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- Prior art keywords
- anchor
- rod
- nut
- rod body
- threads
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- 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.)
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Abstract
The utility model discloses a novel thick tail full thread glass steel anchor rod and an accessory, which comprise a rod body, an anchor disc and a nut, wherein the anchor disc and the nut are arranged on the rod body; regular threads are arranged on the outer side of the rod body; stamped threads are arranged on the outer sides of threads at the tail portion of the rod body; the anchor disc is in the shape of a circular disk; an anchor disc hole in a conical shape is arranged on the anchor disc; the nut is conical; the rod body is a solid rod body; the diameter of the rod body ranges from 16mm to 24mm; a through hole is arranged inside the nut; the diameter of the through hole matches with the threads at the tail portion of the rod body; and the thread shapes of inner threads of the through hole match with the thread shapes of the threads at the tail portion of the rod body. Regular threads with equal thread pitches are arranged on the outer side of the rod body of the novel thick tail full thread glass steel anchor rod and the accessory; the stamped threads are arranged on the outer sides of the threads at the tail portion of the rod body; the anchor disc hole is arranged on the anchor disc in the conical shape; and the nut is conical, thereby the tail portion threads have high bearing capacity, and an anchor head has high anchor adhering capacity, is easy to be cut, abrasion-resistant, light in weight, convenient in installation and fine in flame retardance and anti-static electricity effects.
Description
Technical field:
The utility model relates to a kind of anchor pole, relates in particular to a kind of stamped thread bearing capacity height, the sticking anchor-hold height of anchor head, easily cutting, corrosion-resistant, in light weight, easy for installation, the novel thick tail full thread formula glass fibre reinforced plastics rockbolts and the annex of flame-retardant and anti-static.
Background technology:
Anchor pole is the most basic ingredient of roadway support in the middle of the contemporary colliery, and he is strapped in the country rock in tunnel together, makes surrounding rock supporting self.
Anchor pole not only is used for the mine now, also is used for engineering, and to side slope, tunnel, dam body carry out active and reinforce.
Anchor pole is as the tensional element that gos deep into the stratum, and an end is connected with engineering structure, and the other end gos deep in the stratum, and whole anchor pole is divided into free section and anchoring section, and free section is meant that the pulling force with anchor pole head place reaches the anchoring body zone, and its function is that anchor pole is applied prestressing force; Anchoring section is meant the zone of cement slurry with presstressed reinforcing steel and soil layer bonding, and its function is with the bonding rubbing action increase of anchoring body and soil layer, increases the pressure-bearing effect of anchoring body, and free section pulling force is reached soil body depths.
Anchor pole can be divided into according to the material of its use: wood bolt, steel anchor rod, glass fibre reinforced plastics rockbolts or the like.
The body of rod stamped thread of existing full thread glass fibre reinforced plastics rockbolts is divided into metal and nonmetal two kinds, and nonmetal screw thread mainly contains three kinds: (1) screw thread and the full thread body of rod are integral, and stamped thread is a body of rod screw thread; (2) the not moulding body of rod one end of impregnation is filled in the stamped thread mould with broken yarn, forms stamped thread; (3) the not moulding body of rod one end of impregnation is filled in the stamped thread mould with molding compound, forms stamped thread.But common nonmetal anchor tail bearing capacity is lower, and stamped thread is easily deviate from from the trunk yarn.
Metal stamped thread bearing capacity height, but be cut with influence to combining to adopt under the coal mine, easily produce spark; Damage cutter; Need anti-corrosion treatment.
The utility model content:
In view of this, the purpose of this utility model provides a kind of stamped thread bearing capacity height, the sticking anchor-hold height of anchor head, easily cutting, corrosion-resistant, in light weight, easy for installation, the novel thick tail full thread formula glass fibre reinforced plastics rockbolts and the annex of flame-retardant and anti-static.
The purpose of this utility model is achieved by the following technical solution:
The utility model discloses a kind of novel thick tail full thread formula glass fibre reinforced plastics rockbolts and annex, comprise the body of rod, be arranged on anchor dish and nut on the body of rod, wherein, the body of rod outside is the screw thread that becomes rule, and pitch equates that the screw thread outside of body of rod afterbody is provided with stamped thread; The anchor dish becomes disc, and the anchor dish is provided with anchor dish hole, and anchor dish hole is tapered; Nut is a tapered cup nut.
The body of rod is the solid body of rod, and the diameter of the body of rod is 16-24mm.
Nut inside is provided with through hole, and through-hole wall is provided with internal thread, and nut is tapered, and the diameter of through hole matches with body of rod stamped thread, and the screw thread form of the internal thread of through hole matches with body of rod stamped thread shape, and nut is taper.
One end of nut is a hexagon, and the other end is conical, and the across flats of hex end is greater than the external diameter of conical end.
The anchor head of anchor pole is the shape of cutting sth. askew.
The good effect of the technical solution of the utility model is:
The body of rod outside of this novel thick tail full thread formula glass fibre reinforced plastics rockbolts and annex is the screw thread that becomes rule, and pitch equates that the screw thread outside of body of rod afterbody is provided with stamped thread; The anchor dish is provided with anchor dish hole, and anchor dish hole is tapered; Nut is a tapered cup nut.So stamped thread bearing capacity height, the sticking anchor-hold height of anchor head, easily cutting, corrosion-resistant, in light weight, easy for installation, the flame-retardant and anti-static effect is fine.
Description of drawings:
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of anchor dish of the present utility model.
Fig. 3 is the vertical view of Fig. 2.
Fig. 4 is the structural representation of nut of the present utility model.
Fig. 5 is the vertical view of Fig. 4.
Fig. 6 is the structural representation of the anchor rod body of utility model.
The specific embodiment:
By Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5 and Fig. 6 as can be seen, the utility model discloses a kind of novel thick tail full thread formula glass fibre reinforced plastics rockbolts and annex, comprise the body of rod 1, be arranged on anchor dish 2 and nut 3 on the body of rod 1, wherein, the body of rod 1 outside is the screw thread that becomes rule, pitch equates that the screw thread outside of the body of rod 1 afterbody is provided with stamped thread 4; 2 one-tenth discs of anchor dish, anchor dish 2 are provided with anchor dish hole 5, and anchor dish hole 5 is tapered; Nut 3 is a tapered cup nut.
Be it can also be seen that by Fig. 1 the body of rod 1 is the solid body of rod, the diameter of the body of rod 1 is 20mm.
By Fig. 1 and Fig. 4 as can be seen, nut 3 inside are provided with through hole 6, and the inwall of through hole 6 is provided with internal thread, and the screw thread form of the internal thread of through hole 6 matches with stamped thread 4 shapes, and nut 3 is tapered.
Be it can also be seen that by Fig. 1 and Fig. 4 nut 3 rear portion external diameters are bigger than anchor dish hole 5 diameters of anchor dish 2, under pressure, nut 3 rear portions enter a part in the anchor dish hole 5 of anchor dish 2.
As seen from Figure 5, an end of nut is a hexagon, and the other end is conical, and the across flats of hex end is greater than the external diameter of conical end.
It can also be seen that by Fig. 1 the anchor head of anchor pole 1 is the shape of cutting sth. askew.
Stamped thread 4 on the body of rod 1 is that the end at the in type body of rod wraps up with molding compound, and mold pressing stamped thread 4 in stamped thread 4 moulds by the frictional force of body of rod screw thread, improves the bonding force of the molding compound and the body of rod 1 then; When assembling is used, on the body of rod 1, be positioned at the stamped thread 4 end socket anchor dishes 2 of afterbody, the nut 3 of screwing at anchor dish 2 rear portions, under the situation that has ambient pressure to exist, the conical end of nut 3 forces to be clamp-oned in the anchor dish 2, improves the prestressing force of glass fibre reinforced plastics rockbolts.
Claims (5)
1. novel thick tail full thread formula glass fibre reinforced plastics rockbolts and annex, comprise the body of rod (1), be arranged on anchor dish (2) and nut (3) on the body of rod (1), it is characterized in that: the body of rod (1) outside is the screw thread that becomes rule, and pitch equates that the screw thread outside of the body of rod (1) afterbody is provided with stamped thread (4); Anchor dish (2) becomes disc, and anchor dish (2) is provided with anchor dish hole (5), and anchor dish hole (5) is tapered; Nut (3) is a tapered cup nut.
2. novel thick tail full thread formula glass fibre reinforced plastics rockbolts according to claim 1 and annex, it is characterized in that: the body of rod (1) is the solid body of rod, and the diameter of the body of rod (1) is 16-24mm.
3. novel thick tail full thread formula glass fibre reinforced plastics rockbolts according to claim 1 and annex, it is characterized in that: nut (3) inside is provided with through hole (6), and through hole (6) inwall is provided with internal thread, and nut (3) is taper.
4. novel thick tail full thread formula glass fibre reinforced plastics rockbolts according to claim 3 and annex, it is characterized in that: an end of nut (3) is a hexagon, and the other end is conical, and the across flats of hex end is greater than the external diameter of conical end.
5. novel thick tail full thread formula glass fibre reinforced plastics rockbolts according to claim 1 and annex, it is characterized in that: the anchor head of anchor pole is the shape of cutting sth. askew.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202576706U CN201560784U (en) | 2009-10-28 | 2009-10-28 | Novel thick tail full thread glass steel anchor rod and accessory |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202576706U CN201560784U (en) | 2009-10-28 | 2009-10-28 | Novel thick tail full thread glass steel anchor rod and accessory |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201560784U true CN201560784U (en) | 2010-08-25 |
Family
ID=42625931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202576706U Expired - Fee Related CN201560784U (en) | 2009-10-28 | 2009-10-28 | Novel thick tail full thread glass steel anchor rod and accessory |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201560784U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472571A (en) * | 2020-05-09 | 2020-07-31 | 兰州理工大学 | Soil relic reinforcing anchor rod and using method thereof |
-
2009
- 2009-10-28 CN CN2009202576706U patent/CN201560784U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472571A (en) * | 2020-05-09 | 2020-07-31 | 兰州理工大学 | Soil relic reinforcing anchor rod and using method thereof |
| CN111472571B (en) * | 2020-05-09 | 2020-11-27 | 兰州理工大学 | Soil relic reinforcing anchor rod and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100825 Termination date: 20121028 |