CN205315025U - High stability stock support - Google Patents
High stability stock support Download PDFInfo
- Publication number
- CN205315025U CN205315025U CN201620071427.5U CN201620071427U CN205315025U CN 205315025 U CN205315025 U CN 205315025U CN 201620071427 U CN201620071427 U CN 201620071427U CN 205315025 U CN205315025 U CN 205315025U
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- CN
- China
- Prior art keywords
- anchor pole
- support
- locating sleeve
- stock
- pole support
- 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.)
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Abstract
The utility model relates to a high stability stock support, the technical problem that solve be provide one kind can effectual fixed stock, prevent the high stability stock support of stock displacement. In order to solve the technical problem, the utility model provides a such high stability stock support, including the stock support, stock I, the mortar anchoring body, left side position sleeve, right side position sleeve, nut I, lower positioning sleeve, the right branch vaulting pole, the left branch vaulting pole, fixture block and nut II, the stock support mounting is on concrete sump, left part at the stock support, middle part and right part all are equipped with the guide hole, be equipped with the screw thread on the stock support, be provided with 3 stocks I on the stock support, stock I passes the guide hole, be provided with the mortar anchoring body in the bottom of stock I. The utility model discloses reached stock I fixed firm, can prevent stock displacement, stock height adjustable effect.
Description
Technical field
The utility model relates to a kind of anchor pole support, particularly relates to a kind of high stability anchor pole support.
Background technology
Anchor pole is the most basic integral part of roadway support in the middle of colliery in the present age, and he makes country rock self supporting self by the wall rock reinforcement in tunnel together. Present anchor pole not only for mine, also for, in engineering technology, to side slope, tunnel, dam body carries out main body reinforcing. Anchor pole is again a kind of instrument measuring anchor force, having the features such as volume anti-electrostatic little, explosion-proof, intensity highly corrosion resistant, weight is light, easy to carry, simple to operate, safe, anchor pole is widely used in the multiple tunnel operations such as coal, national defence, tunnel and communications and transportation; It is medium that hollow grouting anchor is applicable to geologic condition, permanent supporting and forepoling. Anchor pole is carried out pressure slip casting by hollow lever by anchor pole, can reach consolidation fragmented rock body, and partition underground water and the body of rod are anticorrosion.
It is fixing not firm to there is anchor pole in existing anchor pole support, after building mortar cofferdam body, and during vibration compacting, can cause anchor pole offset deviation in the process of vibrating, and anchor pole is not vertical, can produce eccentric moment when carrying out drawing, and stability is low.
Practical novel content
The purpose of this utility model is that the anchor pole I in order to overcome existing anchor pole support is fixing not firm, the process of vibrating can cause anchor pole offset deviation, anchor pole is not vertical, the shortcoming of eccentric moment can be produced when carrying out drawing, it is provided that a kind of can effectively fixing anchor bar, prevent the high stability anchor pole support of anchor pole displacement.
The utility model object is achieved like this: a kind of high stability anchor pole support, it comprises anchor pole support, anchor pole support installing is on concrete sump, at the left part of anchor pole support, middle part and right portion are all provided with guide hole, anchor pole support is provided with screw thread, anchor pole support is provided with 3 anchor poles I, anchor pole I is through guide hole, the bottom of anchor pole I is provided with mortar anchoring body, the anchor pole support of anchor pole I left and right sides is all provided with nut II, nut II and anchor pole support assorted, card block it is provided with between nut II and anchor pole I, card block is provided with through hole, card block is by through hole and anchor pole support assorted, it is provided with left locating sleeve in the left side of left side nut II, at the right locating sleeve in the right side of right side nut II, the anchor pole support of left locating sleeve and the right locating sleeve left and right sides is all provided with nut I, hinged respectively in the bottom of left locating sleeve and right locating sleeve it is provided with left support bar and right support bar, lower locating sleeve it is provided with in the bottom of left support bar and right support bar, anchor pole I is through lower locating sleeve, left side and the left support bar of lower locating sleeve are hinged, right side and the right support bar of lower locating sleeve are hinged.
Link position between described anchor pole support and concrete sump is provided with bearing, is provided with cavity in described bearing, and the internal chamber wall of cavity is provided with screw thread.
The middle part of described anchor pole support is provided with bubble cell I.
Described card block is provided with and puts vertical line device.
Described vertical line device of putting comprises L-type axostylus axostyle, and L-type axostylus axostyle is arranged on the bottom of card block, and L-type axostylus axostyle is provided with winding roll, the left end of winding roll has groove, and the left end of L-type axostylus axostyle is provided with fixed block, and winding roll is wound with vertical line, vertical line is connected with circular cone, winding roll is connected with rocking bar.
The utility model has following useful effect:
Pass through said structure, it is possible to make anchor pole I fixed, the displacement of anchor pole can be prevented simultaneously, the height of anchor pole support can be changed by anchor pole bearing, thus facilitate the adjustment of its height.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is main TV structure schematic diagram of the present utility model.
Fig. 2 is the main TV structure schematic diagram after A amplifies.
Fig. 3 is the sectional structure schematic diagram of card block.
Fig. 4 is the main TV structure schematic diagram after A amplifies.
Fig. 5 is main TV structure schematic diagram of the present utility model.
Fig. 6 be bearing analyse and observe structure schematic diagram.
Fig. 7 is the main TV structure schematic diagram after A amplifies.
Fig. 8 is the main TV structure schematic diagram after B amplifies.
In figure: 1-concrete sump, 2-anchor pole support, 21-bearing, 22-cavity, 3-anchor pole I, 4-mortar anchoring body, the left locating sleeve of 5-, the right locating sleeve of 6-, locating sleeve under 7-nut I, 8-, 9-right support bar, 10-left support bar, 11-card block, 111-through hole, 12-nut II, 13-bubble cell I, 14-L type axostylus axostyle, 15-winding roll, 16-fixed block, 17-rocking bar, 18-vertical line, 19-circular cone.
Embodiment
Below in conjunction with accompanying drawing, enforcement mode of the present utility model is described further.
As shown in figures 1-8, a kind of high stability anchor pole support, it comprises anchor pole support 2, anchor pole support 2 is arranged on concrete sump 1, at the left part of anchor pole support 2, middle part and right portion are all provided with guide hole, anchor pole support 2 is provided with screw thread, anchor pole support 2 is provided with 3 anchor poles I 3, anchor pole I 3 is through guide hole, the bottom of anchor pole I 3 is provided with mortar anchoring body 4, the anchor pole support 2 of anchor pole I 3 left and right sides is all provided with nut II 12, nut II 12 coordinates with anchor pole support 2, card block 11 it is provided with between nut II 12 and anchor pole I 3, card block 11 is provided with through hole 111, card block 11 is coordinated with anchor pole support 2 by through hole 111, left locating sleeve 5 it is provided with in the left side of left side nut II 12, the right locating sleeve 6 on the right side of right side nut II 12, the anchor pole support 2 of left locating sleeve 5 and right locating sleeve 6 left and right sides is all provided with nut I 7, hinged respectively in the bottom of left locating sleeve 5 and right locating sleeve 6 it is provided with left support bar 10 and right support bar 9, lower locating sleeve 8 it is provided with in the bottom of left support bar 10 and right support bar 9, anchor pole I 3 is through lower locating sleeve 8, left side and the left support bar 10 of lower locating sleeve 8 are hinged, right side and the right support bar 9 of lower locating sleeve 8 are hinged.
Further, the link position between described anchor pole support 2 and concrete sump 1 is provided with bearing 21, is provided with cavity 22 in described bearing 21, and the internal chamber wall of cavity 22 is provided with screw thread.
Further, the middle part of described anchor pole support 2 is provided with bubble cell I 13.
Further, described card block 11 is provided with and puts vertical line device.
Further, described vertical line device of putting comprises L-type axostylus axostyle 14, L-type axostylus axostyle 14 is arranged on the bottom of card block 11, L-type axostylus axostyle 14 is provided with winding roll 15, the left end of winding roll 15 has groove, and the left end of L-type axostylus axostyle 14 is provided with fixed block 16, and winding roll 15 is wound with vertical line 18, vertical line 18 is connected with circular cone 19, winding roll 15 is connected with rocking bar 17.
Concrete working process of the present utility model and principle of work be:
When anchor pole I 3 non-vertical and top are tilted to the left, left locating sleeve 5 can be moved to the left, anchor pole I 3 is adjusted to vertical state, mobile left locating sleeve 5 is stopped after anchor pole I 3 is vertical, then the nut I 7 of left locating sleeve 5 left and right sides is turned, two nuts I 7 are moved in locating sleeve 5 direction to the left, and left locating sleeve 5 is fixed. When anchor pole I 3 top is tilted to the right, being moved to the left by right locating sleeve 6, anchor pole I 3 is adjusted to vertical state, then nut I 7 by right locating sleeve 6 left and right sides is tightened, fixing right locating sleeve 6. When needs regulate anchor pole I 3 to move up, nut II 12 can be unscrewed, mobile card block 11, then by anchor pole I 3 upwardly, after being adjusted to correct position, mobile card block 11 closes up to anchor pole I 3 direction, then is tightened by nut II 12, and anchor pole I 3 is fixed on anchor pole support 2, the anchor pole I 3 that this completes moves up.
Because also including bearing 21, the bottom of anchor pole support 2 is provided with bearing 21, in bearing 21, is provided with cavity 22, the chamber wall in cavity 22 is provided with screw thread, when the height of anchor pole support 2 needs to regulate, anchor pole support 2 height is regulated by rotatable bearing 21.
Because also including bubble cell I 13, the middle part of anchor pole support 2 is provided with bubble cell I 13, and people, when regulating the horizontal plane of anchor pole support 2, regulate by observing bubble cell I 13, improve the efficiency of adjustment, also improve the accuracy of adjustment.
Because also including L-type axostylus axostyle 14, winding roll 15, fixed block 16, rocking bar 17, vertical line 18 and circular cone 19, L-type axostylus axostyle 14 is connected to the bottom of card block 11, winding roll 15 is arranged on L-type axostylus axostyle 14, the left end of winding roll 15 has groove, the left end of L-type axostylus axostyle 14 is provided with fixed block 16, winding roll 15 is wound with vertical line 18, vertical line 18 is connected with circular cone 19, winding roll 15 is connected with rocking bar 17, so people shake bar 17 with hand, vertical line 18 can be loosened by winding roll 15, circular cone 19 can time vertical line 18 vertical, by the distance between vertical line 18 and anchor pole, people determine that whether anchor pole is vertical, carry out regulating the verticality of anchor pole during non-vertical by vertical line 18, after adjustment, vertical line 18 volume is risen by opposite direction shake rocking bar 17, then winding roll 15 is released to the left, fixed block 16 is stuck in the groove of winding roll 15 fixed by winding roll 15.
The above embodiment only have expressed preferred implementation of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model patent scope. , it is also possible to make some distortion, improvement and replacement, it should be appreciated that for the person of ordinary skill of the art, without departing from the inventive concept of the premise these all belong to protection domain of the present utility model. Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (5)
1. a high stability anchor pole support, it is characterized in that: it comprises anchor pole support (2), anchor pole support (2) is arranged on concrete sump (1), at the left part of anchor pole support (2), middle part and right portion are all provided with guide hole, anchor pole support (2) is provided with screw thread, anchor pole support (2) is provided with 3 anchor poles I (3), anchor pole I (3) is through guide hole, the bottom of anchor pole I (3) is provided with mortar anchoring body (4), the anchor pole support (2) of anchor pole I (3) left and right sides is all provided with nut II (12), nut II (12) coordinates with anchor pole support (2), card block (11) it is provided with between nut II (12) and anchor pole I (3), card block (11) is provided with through hole (111), card block (11) is coordinated with anchor pole support (2) by through hole (111), it is provided with left locating sleeve (5) in the left side of left side nut II (12), on the right locating sleeve in the right side (6) of right side nut II (12), the anchor pole support (2) of left locating sleeve (5) and right locating sleeve (6) left and right sides is all provided with nut I (7), hinged respectively in the bottom of left locating sleeve (5) and right locating sleeve (6) it is provided with left support bar (10) and right support bar (9), lower locating sleeve (8) it is provided with in the bottom of left support bar (10) and right support bar (9), anchor pole I (3) is through lower locating sleeve (8), left side and the left support bar (10) of lower locating sleeve (8) are hinged, right side and the right support bar (9) of lower locating sleeve (8) are hinged.
2. a kind of high stability anchor pole support according to claim 1, it is characterized in that: the link position between described anchor pole support (2) and concrete sump (1) is provided with bearing (21), being provided with cavity (22) in described bearing (21), the internal chamber wall of cavity (22) is provided with screw thread.
3. a kind of high stability anchor pole support according to claim 1, it is characterised in that: the middle part of described anchor pole support (2) is provided with bubble cell I (13).
4. a kind of high stability anchor pole support according to claim 1, it is characterised in that: described card block (11) is provided with and puts vertical line device.
5. a kind of high stability anchor pole support according to claim 4, it is characterized in that: described in put vertical line device and comprise L-type axostylus axostyle (14), L-type axostylus axostyle (14) is arranged on the bottom of card block (11), L-type axostylus axostyle (14) is provided with winding roll (15), the left end of winding roll (15) has groove, the left end of L-type axostylus axostyle (14) is provided with fixed block (16), winding roll (15) is wound with vertical line (18), vertical line (18) is connected with circular cone (19), winding roll (15) is connected with rocking bar (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620071427.5U CN205315025U (en) | 2016-01-26 | 2016-01-26 | High stability stock support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620071427.5U CN205315025U (en) | 2016-01-26 | 2016-01-26 | High stability stock support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205315025U true CN205315025U (en) | 2016-06-15 |
Family
ID=56205664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620071427.5U Expired - Fee Related CN205315025U (en) | 2016-01-26 | 2016-01-26 | High stability stock support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205315025U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320186A (en) * | 2016-10-18 | 2017-01-11 | 中铁大桥局集团第五工程有限公司 | Positioning system for pre-embedded anchor bar of arch support and construction method |
-
2016
- 2016-01-26 CN CN201620071427.5U patent/CN205315025U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320186A (en) * | 2016-10-18 | 2017-01-11 | 中铁大桥局集团第五工程有限公司 | Positioning system for pre-embedded anchor bar of arch support and construction method |
| CN106320186B (en) * | 2016-10-18 | 2019-02-15 | 中铁大桥局集团第五工程有限公司 | A kind of skewback embedded anchor bar positioning system and construction method |
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Legal Events
| 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: 20160615 Termination date: 20170126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |