CN205532668U - Internal stay diffusion formula stock head - Google Patents
Internal stay diffusion formula stock head Download PDFInfo
- Publication number
- CN205532668U CN205532668U CN201620357266.6U CN201620357266U CN205532668U CN 205532668 U CN205532668 U CN 205532668U CN 201620357266 U CN201620357266 U CN 201620357266U CN 205532668 U CN205532668 U CN 205532668U
- Authority
- CN
- China
- Prior art keywords
- pressure push
- rod
- top shoe
- crust
- sliding block
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an internal stay diffusion formula stock head, by the pressure push rod, device shell, bullet formula steel column, the top shoe, the pull rod, elastic component, the support steel bloom body, sliding block set becomes down, device shell upper portion connection pressure push rod, the threaded connection stock body is passed through to the lower part, device shell installs bullet formula steel column in the upper end, the lower extreme is opened there is the slotted hole, lower slider passes the stock body and welds in the device shell bottom, the articulated steel bloom that supports in slider both sides is personally experienced sth. Part of the body down, the top shoe is installed in stock body upper end, can reciprocate on the stock body, install elastic component between top shoe and the lower slider, pull rod one end articulates in the top shoe, the other end articulates on supporting the steel bloom body, when the pressure push rod not during the pressurized, elastic component's elastic force can promote the top shoe rebound, thereby affect and support steel bloom body closure, when pressure push rod pressurized, the pressure push rod can promote the top shoe and move down, and then will support the steel bloom body through the pull rod and support on the drill hole wall, increase the end anchoring effect.
Description
Technical field
This utility model is a kind of internal stay diffusion formula anchor pole head, is a kind of engineering support instrument, is applied to Geotechnical Engineering field.
Background technology
During roadway excavation, anchor pole head forms the vitals of supporting power in rock stratum as whole anchor pole, but the supporting power that most of anchor pole head becomes in rock stratum is less, in actual use, it is impossible to country rock is formed good reinforcement effect.
Summary of the invention
The advantages such as solving the deficiencies in the prior art, this utility model provides a kind of internal stay diffusion formula anchor pole head, can effectively solve anchor pole head and anchor hypodynamic problem, have supporting effect strong, easy to operate.
nullIn order to solve above-mentioned technical problem,This utility model adopts the technical scheme that a kind of internal stay diffusion formula anchor pole head,By pressure push-rod、Crust of the device、Bullet formula steel column、Top shoe、Pull bar、Elastic parts、Supporting steel block、Sliding block forms,Crust of the device top connects pressure push-rod,Bottom is threaded connection anchor bar body,Crust of the device upper end is provided with bullet formula steel column,Lower end has slotted eye,Sliding block is welded in bottom crust of the device through anchor bar body,Sliding block both sides hinged support bloom body,Top shoe is arranged on anchor bar body upper end,Can move up and down on anchor bar body,Elastic parts is installed between top shoe and sliding block,Pull bar one end is articulated with top shoe,The other end is articulated with on supporting steel block,When the non-pressurized of pressure push-rod,The elastic force of elastic parts can promote top shoe to move up,Supporting steel block is affected to close,When pressure push-rod pressurized,Pressure push-rod can promote top shoe to move down,When pressure push-rod is moved downward at bullet formula steel column,The Rotary-table side of pressure push-rod can be pressed into playing formula steel column to crust of the device,Pressure push-rod passes bullet formula steel column,Bullet formula steel column can eject again and be pinned by pressure push-rod,Restriction pressure push-rod moves up,And then by pull bar, supporting steel block is supported on the wall of a borehole.
As the first preferred version of the present utility model, crust of the device inner hollow, outside in cylindrical shape, cross section is circular, with pressure push-rod contact portion smooth surface at crust of the device upper end open, enabling pressure push-rod to move along crust of the device internal diameter direction, crust of the device lower end has four slotted eyes all around, makes supporting steel block can launch in crust of the device and close.
As the second preferred version of the present utility model, pressure push-rod top semicircular in shape, middle part is cylinder, and bottom is truncated cone-shaped, inner hollow, and pressure push-rod cylindrical cross-section internal diameter is more than the straight warp of anchor bar body, it is possible to make pressure push-rod move up and down along anchor bar body.
As the third preferred version of the present utility model, elastic parts is installed on anchor bar body, and is resisted against between top shoe and sliding block, and the elastic force of elastic parts can drive top shoe to move, thus drives supporting steel block from the closed to the open.
As the 4th kind of preferred version of the present utility model, one cannelure of each formation on top shoe and the two ends relative with sliding block, the part of elastic parts houses in cannelure.
The beneficial effects of the utility model are: a kind of internal stay diffusion formula anchor pole head is by pressurizeing to pressure push-rod, pressure push-rod pushes down on top shoe, and then by pull bar, supporting steel block is supported on the wall of a borehole, make supporting steel block that drill hole inner wall to be formed squeezing action, increase anchor pole end anchorage intensity.
Accompanying drawing explanation
Fig. 1 is supporting steel block non-softened state anchor pole header structure schematic diagram.
Fig. 2 is supporting steel block softened state anchor pole header structure schematic diagram.
Fig. 3 is section of structure at b-b.
Reference: 1-pressure push-rod;2-crust of the device;3-bullet formula steel column;4-top shoe;5-pull bar;6-elastic parts;7-supporting steel block;8-sliding block;9-anchor bar body.
Detailed description of the invention
In conjunction with accompanying drawing, a kind of internal stay diffusion formula anchor pole head is described further.
nullAs depicted in figs. 1 and 2,A kind of internal stay diffusion formula anchor pole head,By pressure push-rod (1)、Crust of the device (2)、Bullet formula steel column (3)、Top shoe (4)、Pull bar (5)、Elastic parts (6)、Supporting steel block (7)、Sliding block (8) forms,Crust of the device (2) top connects pressure push-rod (1),Bottom is threaded connection anchor bar body (9),Crust of the device (2) upper end is provided with bullet formula steel column (3),Lower end has slotted eye,Sliding block (8) is welded in crust of the device (2) bottom through anchor bar body (9),Sliding block (8) both sides hinged support bloom body (7),Top shoe (4) is arranged on anchor bar body (9) upper end,Can move up and down on anchor bar body (9),Elastic parts (6) is installed between top shoe (4) and sliding block (8),Pull bar (5) one end is articulated with top shoe (4),The other end is articulated with on supporting steel block (7),When pressure push-rod (1) non-pressurized,The elastic force of elastic parts (6) can promote top shoe (4) to move up,Supporting steel block (7) is affected to close,When pressure push-rod (1) pressurized,Pressure push-rod (1) can promote top shoe (4) to move down,When pressure push-rod (1) is moved downward to bullet formula steel column (3) place,The Rotary-table side of pressure push-rod (1) can be internal to crust of the device (2) by playing formula steel column (3) press-in,Pressure push-rod (1) passes bullet formula steel column (3),Bullet formula steel column (3) can eject again and be pinned by pressure push-rod (1),Limit pressure push-rod (1) to move up,And then by pull bar (5), supporting steel block (7) is supported on the wall of a borehole.
Crust of the device (2) inner hollow, outside in cylindrical shape, cross section is circular, with pressure push-rod (1) contact portion smooth surface at crust of the device (2) upper end open, make pressure push-rod (1) can move along crust of the device (2) internal diameter direction, crust of the device (2) lower end has four slotted eyes all around, makes supporting steel block (7) can launch in crust of the device (2) and close.
Pressure push-rod (1) top semicircular in shape, middle part is cylinder, and bottom is truncated cone-shaped, inner hollow, and pressure push-rod (1) cylindrical cross-section internal diameter is more than the straight warp of anchor bar body (9), it is possible to make pressure push-rod (1) move up and down along anchor bar body (9).
Elastic parts (6) is installed on anchor bar body (9), and is resisted against between top shoe (4) and sliding block (8), and the elastic force of elastic parts (6) can drive top shoe (4) mobile, thus drives supporting steel block (7) from the closed to the open.
One cannelure of each formation on top shoe (4) and the two ends relative with sliding block (8), the part of elastic parts (6) houses in cannelure.
Claims (5)
- null1. an internal stay diffusion formula anchor pole head,By pressure push-rod、Crust of the device、Bullet formula steel column、Top shoe、Pull bar、Elastic parts、Supporting steel block、Sliding block forms,It is characterized in that crust of the device top connects pressure push-rod,Bottom is threaded connection anchor bar body,Crust of the device upper end is provided with bullet formula steel column,Lower end has slotted eye,Sliding block is welded in bottom crust of the device through anchor bar body,Sliding block both sides hinged support bloom body,Top shoe is arranged on anchor bar body upper end,Can move up and down on anchor bar body,Elastic parts is installed between top shoe and sliding block,Pull bar one end is articulated with top shoe,The other end is articulated with on supporting steel block,When the non-pressurized of pressure push-rod,The elastic force of elastic parts can promote top shoe to move up,Supporting steel block is affected to close,When pressure push-rod pressurized,Pressure push-rod can promote top shoe to move down,When pressure push-rod is moved downward at bullet formula steel column,The Rotary-table side of pressure push-rod can be pressed into playing formula steel column to crust of the device,Pressure push-rod passes bullet formula steel column,Bullet formula steel column can eject again and be pinned by pressure push-rod,Restriction pressure push-rod moves up,And then by pull bar, supporting steel block is supported on the wall of a borehole.
- A kind of internal stay diffusion formula anchor pole head the most according to claim 1, it is characterized in that: crust of the device inner hollow, outside in cylindrical shape, cross section is circular, with pressure push-rod contact portion smooth surface at crust of the device upper end open, enabling pressure push-rod to move along crust of the device internal diameter direction, crust of the device lower end has four slotted eyes all around, makes supporting steel block can launch in crust of the device and close.
- A kind of internal stay diffusion formula anchor pole head the most according to claim 1, it is characterised in that: pressure push-rod top semicircular in shape, middle part is cylinder, bottom is truncated cone-shaped, inner hollow, pressure push-rod cylindrical cross-section internal diameter is more than the straight warp of anchor bar body, it is possible to make pressure push-rod move up and down along anchor bar body.
- A kind of internal stay diffusion formula anchor pole head the most according to claim 1, it is characterized in that: elastic parts is installed on anchor bar body, and being resisted against between top shoe and sliding block, the elastic force of elastic parts can drive top shoe to move, thus drives supporting steel block from the closed to the open.
- A kind of internal stay diffusion formula anchor pole head the most according to claim 1, it is characterised in that: one cannelure of each formation on top shoe and the two ends relative with sliding block, the part of elastic parts houses in cannelure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620357266.6U CN205532668U (en) | 2016-04-26 | 2016-04-26 | Internal stay diffusion formula stock head |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620357266.6U CN205532668U (en) | 2016-04-26 | 2016-04-26 | Internal stay diffusion formula stock head |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205532668U true CN205532668U (en) | 2016-08-31 |
Family
ID=56797415
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620357266.6U Expired - Fee Related CN205532668U (en) | 2016-04-26 | 2016-04-26 | Internal stay diffusion formula stock head |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205532668U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112413543A (en) * | 2020-10-16 | 2021-02-26 | 成都华体慧城科技有限公司 | Lamp pole mounting base, lamp pole and mounting method of lamp pole |
-
2016
- 2016-04-26 CN CN201620357266.6U patent/CN205532668U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112413543A (en) * | 2020-10-16 | 2021-02-26 | 成都华体慧城科技有限公司 | Lamp pole mounting base, lamp pole and mounting method of lamp pole |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205422779U (en) | Side direction supports and to let pressure formula slip casting stock | |
CN100494581C (en) | Pipe pile hole maker with concrete bottom sealing, pipe cover and wings and construction process thereof | |
CN205653785U (en) | Umbellate form skeleton expands body anchor rope | |
CN205225302U (en) | It hinders stock to let press to increase | |
CN205532668U (en) | Internal stay diffusion formula stock head | |
CN207672566U (en) | A kind of end is the prestressed anchor of expansion body formula structure | |
CN205775810U (en) | Fender connector | |
CN108797575B (en) | Extending arm type steel pipe pile and construction method thereof | |
CN208057139U (en) | A kind of tension and compression coupling deformation anchor pole | |
CN107313472B (en) | Device and method for testing bearing capacity of pile end of prestressed pipe pile | |
CN204385727U (en) | Spiral grouting preformed pile | |
CN201292782Y (en) | Canula mobile type cardan joint | |
CN102677668B (en) | Pile tip assembly for injection-molded soil and stone composite pile construction | |
CN204899955U (en) | Semi -closed anchor section anchor that extends greatly | |
CN207598200U (en) | A kind of expansion tube section construction hydraulic oil cylinder device | |
CN204000858U (en) | Building stake | |
CN109469055A (en) | A kind of part pipe seam formula end expansion type energy-absorption anchor rod and its construction method | |
CN209429121U (en) | A kind of part pipe seam formula end expansion type energy-absorption anchor rod | |
CN201659188U (en) | Sealing punch of internal high pressure forming tube end part | |
CN212104063U (en) | Grouting type double-anchor-head anchor rod | |
CN203569567U (en) | Hydraulic eccentric pick head | |
CN206256921U (en) | A kind of flap can the chute type of spreading automatically rise shell anchor head | |
CN203569565U (en) | Anti-vibration foundation spiral ground pile | |
CN206941585U (en) | A kind of expanding enlarged footing anchor bolt support | |
CN207525742U (en) | Resistance to plucking bending resistance quick union and concrete precast pile |
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: 20160831 Termination date: 20170426 |
|
CF01 | Termination of patent right due to non-payment of annual fee |