CN217629884U - Cable hoist system earth anchor structure is hung to buckle to one side - Google Patents
Cable hoist system earth anchor structure is hung to buckle to one side Download PDFInfo
- Publication number
- CN217629884U CN217629884U CN202221142905.9U CN202221142905U CN217629884U CN 217629884 U CN217629884 U CN 217629884U CN 202221142905 U CN202221142905 U CN 202221142905U CN 217629884 U CN217629884 U CN 217629884U
- Authority
- CN
- China
- Prior art keywords
- cable
- cylinder
- anchor structure
- inboard
- earth
- 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
- 230000005484 gravity Effects 0.000 claims abstract description 31
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 16
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 16
- 241001330002 Bambuseae Species 0.000 claims abstract description 16
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 16
- 239000011425 bamboo Substances 0.000 claims abstract description 16
- 230000007246 mechanism Effects 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims description 22
- 230000000670 limiting effect Effects 0.000 claims description 20
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 230000001965 increasing effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000004804 winding Methods 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a cable hoisting system ground anchor structure is hung to draw to one side, including the gravity piece, the welding of gravity piece bottom has spacing post, spacing post inboard equidistance is provided with can play the spacing effect of earth grabbing's spacing mechanism of earth grabbing, the cylinder is installed to gravity piece inboard, and the cylinder bottom is connected with the piston, gravity piece top bearing is connected with the drive shaft, and the drive shaft outside is fixed with the drive wheel, the winding of drive wheel outside has the cable to draw to one side cable; grab native stop gear and include that the equidistance welds the inboard fixed urceolus of spacing post, just fixed urceolus inboard is inlayed and is had the inner tube, the inboard nested extension section of thick bamboo that has of inner tube. The utility model discloses a cylinder, piston and earth-grabbing stop gear can effectually make the earth anchor structure can also reuse next time, consequently improve the utilization ratio of earth anchor structure, still avoided increasing the problem of artifical labour and improvement earth anchor structure cost of manufacture once more simultaneously.
Description
Technical Field
The utility model relates to a cable hoist and mount construction technical field specifically is a pull to one side and detain ground anchor structure of hanging cable hoist and mount system.
Background
In a cable-stayed buckling and hanging cable hoisting system, a large underground anchoring structure (called a ground anchor for short) needs to be built, the ground anchor structure is in a gravity type, a pile anchor type, an anchor cable type and the like, and a common ground anchor structure is in a gravity type; gravity ground anchors comprise a ballast weight and an upper ballast weight, wherein the ballast weight is located below the ground, mainly of reinforced concrete or concrete structures, in such a way that certain imperfections exist, such as:
1. the casting process wastes time and labor, and workers are required to crush and eliminate the casting material after the casting material is used, so that the manual labor is greatly improved, and the surrounding environment is influenced;
2. the ground anchor structure can not be used for the second time, and is usually used for the first time, so that the utilization rate is greatly reduced, and the use cost of manufacturing the ground anchor structure again is increased;
therefore, it is necessary to provide a ground anchor structure for a cable-stayed buckling and hanging cable hoisting system to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a draw to one side and detain cable hoist and mount system earth anchor structure, through cylinder, piston and grab native stop gear, can effectually make the earth anchor structure can also reuse next time, consequently improved the utilization ratio of earth anchor structure, still avoided increasing the manual labor simultaneously and improved the phenomenon of earth anchor structure cost of manufacture once more to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme: a ground anchor structure of a cable hoisting system hung in a cable-stayed buckle mode comprises a gravity block, wherein a limiting column is welded at the bottom of the gravity block, an inner pipe is arranged on the inner side of the limiting column, soil grabbing limiting mechanisms capable of playing a soil grabbing limiting effect are arranged on the inner side of the limiting column at equal intervals, an air cylinder is mounted on the inner side of the gravity block, a piston is connected to the bottom of the air cylinder, a driving shaft is connected to the upper portion of the gravity block through a bearing, a driving wheel is fixed to the outer side of the driving shaft, and cable-stayed cables are wound on the outer side of the driving wheel; grab native stop gear and include the equidistance welding and be in spacing inboard fixed urceolus of post, just fixed urceolus inboard is inlayed and is had the inner tube, the inboard nestification of inner tube has an extension section of thick bamboo, just the oil inlet cavity has been seted up to an extension section of thick bamboo inboard.
In a further embodiment, the bottom end of the limiting column is in a conical shape.
In a further embodiment, oil outlet holes are formed in the outer side of the inner pipe at equal intervals.
In a further embodiment, the oil outlet holes correspond to the extension cylinders one to one.
In a further embodiment, the fixed outer cylinder and the inner cylinder form a left-right sliding structure, and the inner cylinder and the extension cylinder also form a left-right sliding structure.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses, be provided with and grab soil stop gear, utilize the start-up of cylinder, the drive piston carries out elevating movement, thereby can be effectual with the inboard fluid cooperation oil outlet extrusion of inner tube to extend a section of thick bamboo inboard, and then make all corresponding extension section of thick bamboo intermittence prick into the extension to the soil inboard all around, can also cooperate the continuous extension of extending a section of thick bamboo to prick to advance simultaneously and drive the inner tube and extend to the outside, so as to can slow will extend a section of thick bamboo and the inner tube alternately prick into the soil inboard all around, compare with current oblique pull buckle cable hoist system earth anchor structure, not only can the auxiliary extension section of thick bamboo of intermittent type prick into the extension to the soil inboard, can also alternately grasp soil with the inner tube that extends to the limit with the extension section of thick bamboo, so can be effectual fix spacing post and the gravity piece of top fixed firmly on ground;
2. the utility model discloses, be provided with the cylinder, the piston with grab native stop gear, local anchor structure uses the completion back, utilize the effect that cylinder drive piston resets, can make inner tube and fixed urceolus, the inboard fluid of inner tube and extension section of thick bamboo upwards resets, thereby make all inner tubes and extension section of thick bamboo reset rapidly, and then can make whole earth anchor pass through fork truck or loop wheel machine and take out, so that use next time, it compares to draw knot string cable hoist system earth anchor structure with current oblique, can effectually make earth anchor structure can also reuse next time, consequently, the utilization ratio of earth anchor structure has been improved, the problem of increase hand labor power and improvement earth anchor structure cost of making once more has still been avoided simultaneously.
Drawings
Fig. 1 is a schematic structural view of a ground anchor structure of a cable-stayed buckling and hanging hoisting system according to a preferred embodiment of the present invention;
FIG. 2 is a schematic main sectional view of the structure shown in FIG. 1;
FIG. 3 is a schematic view of the installation structure of the inner tube and the fixed outer cylinder shown in FIG. 2;
FIG. 4 is an enlarged schematic view of the structure at A shown in FIG. 2;
fig. 5 is an enlarged schematic view of the structure at B in fig. 2.
In the figure: 1. a gravity block; 2. a limiting column; 3. an inner tube; 301. an oil outlet; 4. a soil grabbing limiting mechanism; 401. fixing the outer cylinder; 402. an inner barrel; 403. an extension cylinder; 403a, oil inlet cavity body; 5. a cylinder; 501. a piston; 6. a drive shaft; 7. a drive wheel; 8. and (4) cable-stayed cables.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides an embodiment: the utility model provides a draw to one side and detain cable hoist and mount system earth anchor structure, including gravity piece 1, spacing post 2, inner tube 3, oil outlet 301, grab soil stop gear 4, fixed urceolus 401, inner tube 402, extend a section of thick bamboo 403, advance oil cavity 403a, cylinder 5, drive shaft 6, drive wheel 7 and draw cable 8 to one side, the welding of 1 bottom of gravity piece has spacing post 2, and 2 inboards of spacing post are provided with inner tube 3, 2 inboard equidistance of spacing post are provided with and can play the soil stop gear 4 of grabbing the spacing effect of soil, cylinder 5 is installed to 1 inboard of gravity piece, and cylinder 5 bottom is connected with piston 501, 1 top bearing of gravity piece is connected with drive shaft 6, and the 6 outsides of drive shaft are fixed with drive wheel 7, the winding in the 7 outsides of drive wheel has draws cable 8 to one side.
Examples
Referring to fig. 1-5, the soil-grabbing limiting mechanism 4 includes a fixed outer cylinder 401 equidistantly welded on the inner side of a limiting column 2, an inner cylinder 402 is embedded on the inner side of the fixed outer cylinder 401, an extension cylinder 403 is embedded on the inner side of the inner cylinder 402, an oil inlet cavity 403a is formed on the inner side of the extension cylinder 403, the bottom end of the limiting column 2 is in a conical shape, oil outlets 301 are equidistantly formed on the outer side of an inner tube 3, the oil outlets 301 and the extension cylinder 403 are in one-to-one correspondence, the fixed outer cylinder 401 and the inner cylinder 402 form a left-right sliding structure, and the inner cylinder 402 and the extension cylinder 403 also form a left-right sliding structure, when the ground anchor structure is deeply embedded and fixed, a drill can be performed on a designated ground surface by a drill bit for building construction, then the limiting column 2 at the bottom of a gravity block 1 is deeply inserted into the inner side of the hole until a step on the bottom surface of the gravity block 1 is sunk into the soil, so that the gravity block 1 is stably placed on the ground surface, then an air cylinder 5 on the inner side of the gravity block 1 is started to drive a piston 501 to perform a lifting motion, when the piston 501 extends and retracts up and down, the oil inside the inner pipe 3 can be intermittently extruded to the inner side of the oil inlet cavity 403a of the extending cylinders 403 communicated through the oil outlet hole 301, so that all the corresponding extending cylinders 403 can be intermittently inserted and extended towards the inner side of the surrounding soil, meanwhile, the inner cylinder 402 can be driven to extend outwards by being matched with the continuous extending and inserting of the extending cylinders 403, when the piston 501 at the bottom of the air cylinder 5 extends to the limit in the intermittent driving process, the inner cylinder 402 and the extending cylinders 403 can be explained to extend to the limit, at the moment, the limit state of downward driving of the piston 501 is maintained, then the driving of the air cylinder 5 is immediately closed by a worker, and by the structure, not only the auxiliary extending cylinders 403 can be intermittently inserted and extended towards the inner side of the soil, but also the inner cylinder 402 and the extending cylinders 403 which extend to the limit can cross and grasp the soil, so that the limit post 2 and the gravity block 1 fixed above can be effectively and firmly fixed on the ground, at last alright start-up drive shaft 6 and drive wheel 7 through servo motor and drive to draw cable 8 to one side and pull, thereby alright draw to buckle to hang stable the carrying on work of cable hoist system to one side, after the local anchor structure uses the completion, as long as restart cylinder 5 drive piston 501 resets, make inner tube 3 and fixed urceolus 401, the inboard fluid of inner tube 402 and extension section of thick bamboo 403 upwards resets, thereby make all inner tubes 402 and extension section of thick bamboo 403 reset rapidly, then take out whole earth anchor through fork truck or loop wheel machine again, so that use next time, this structure can make the earth anchor structure can also utilize next time, thereby the utilization ratio of earth anchor structure has been improved, the problem of increase hand labor power and improvement earth anchor structure cost of manufacture has still been avoided simultaneously.
The working principle is as follows: when the ground anchor structure is deeply buried and fixed, a drill bit for building construction is used for drilling on a designated ground, then the limiting column 2 at the bottom of the gravity block 1 is deeply inserted into the inner side of a hole until the step at the bottom of the gravity block 1 sinks into soil, so that the gravity block 1 is stably placed on the ground, then the air cylinder 5 at the inner side of the gravity block 1 is started to drive the piston 501 to move up and down, when the piston 501 extends up and down, oil at the inner side of the inner pipe 3 can be intermittently extruded to the inner side of the oil inlet cavity 403a of the extension cylinder 403 communicated through the oil outlet 301, so that all the corresponding extension cylinders 403 are intermittently inserted into the surrounding soil and extend, meanwhile, the inner cylinder 402 can be driven to extend outwards by being matched with continuous extension of the extension cylinder 403, when the piston 501 at the bottom of the air cylinder 5 extends to the limit during intermittent driving, the inner cylinder 402 and the extension cylinder 403 extend to the limit to the surrounding environment, at the moment, the limit state of the downward driving of the piston 501 is kept, then the worker immediately closes the driving of the cylinder 5, the structure not only can intermittently assist the extension cylinder 403 to be pricked and extended towards the inner side of the soil, but also can enable the inner cylinder 402 and the extension cylinder 403 which are extended to the limit to cross and grasp the soil, so that the limit column 2 and the gravity block 1 fixed above the limit column can be effectively and firmly fixed on the ground, finally, the driving shaft 6 and the driving wheel 7 can be started through the servo motor and the cable-stayed cable 8 is driven to pull, so that the cable-stayed buckling and hanging hoisting system can stably work, after the use of the local anchor structure is finished, the cylinder 5 is started again to drive the piston 501 to reset, so that the inner pipe 3 and oil liquid on the inner sides of the fixed outer cylinder 401, the inner cylinder 402 and the extension cylinder 403 are reset upwards, and all the inner cylinders 402 and the extension cylinders 403 are reset rapidly, then take out whole earth anchor through fork truck or loop wheel machine again to next use, this structure can make the earth anchor structure can also utilize next time, thereby has improved the utilization ratio of earth anchor structure, has still avoided increasing the problem of artifical labour and improvement earth anchor structure cost of manufacture simultaneously, and this is the theory of operation of present case, from this, accomplishes a series of work.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (5)
1. The utility model provides a draw to one side and detain cable hoist and mount system earth anchor structure, includes gravity piece (1), its characterized in that: the soil grabbing device is characterized in that a limiting column (2) is welded at the bottom of the gravity block (1), an inner pipe (3) is arranged on the inner side of the limiting column (2), soil grabbing limiting mechanisms (4) capable of achieving soil grabbing limiting effects are arranged on the inner side of the limiting column (2) in an equidistant mode, a cylinder (5) is installed on the inner side of the gravity block (1), a piston (501) is connected to the bottom of the cylinder (5), a driving shaft (6) is connected to a bearing above the gravity block (1), a driving wheel (7) is fixed to the outer side of the driving shaft (6), and a cable-stayed cable (8) is wound on the outer side of the driving wheel (7);
grab native stop gear (4) and weld including the equidistance fixed urceolus (401) of spacing post (2) inboard, just fixed urceolus (401) inboard is inlayed and is had inner tube (402), inner tube (402) inboard nested has an extension section of thick bamboo (403), just oil inlet cavity body (403 a) have been seted up to extension section of thick bamboo (403) inboard.
2. The ground anchor structure of a cable-stayed buckling and hanging cable hoisting system according to claim 1, which is characterized in that: the bottom end of the limiting column (2) is in a conical shape.
3. The ground anchor structure of a cable-stayed buckling and hanging cable hoisting system according to claim 1, which is characterized in that: oil outlet holes (301) are formed in the outer side of the inner pipe (3) at equal intervals.
4. The ground anchor structure of the cable-stayed buckling and hanging hoisting system according to claim 3, characterized in that: the oil outlet holes (301) and the extension cylinders (403) are in one-to-one correspondence.
5. The earth anchor structure of a cable-stayed buckling and hanging cable hoisting system according to claim 4, characterized in that: the fixed outer cylinder (401) and the inner cylinder (402) form a left-right sliding structure, and the inner cylinder (402) and the extension cylinder (403) also form a left-right sliding structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221142905.9U CN217629884U (en) | 2022-05-12 | 2022-05-12 | Cable hoist system earth anchor structure is hung to buckle to one side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221142905.9U CN217629884U (en) | 2022-05-12 | 2022-05-12 | Cable hoist system earth anchor structure is hung to buckle to one side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217629884U true CN217629884U (en) | 2022-10-21 |
Family
ID=83652481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221142905.9U Expired - Fee Related CN217629884U (en) | 2022-05-12 | 2022-05-12 | Cable hoist system earth anchor structure is hung to buckle to one side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217629884U (en) |
-
2022
- 2022-05-12 CN CN202221142905.9U patent/CN217629884U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649083B (en) | The clear stake device of the disposable rotary-cutting type of full-sleeve and its clear piling method | |
| CN110374500B (en) | Grouped drilling and pile planting construction method | |
| CN110043187A (en) | The fluid pressure type reducing reaming bit and filling pile construction engineering method of long-spiral drilling machine | |
| CN109778849A (en) | A kind of extension type casing and operating method for the construction of offshore wind farm list pile embedding in rock | |
| CN102605788A (en) | Double-tube-sinking and inner-tube-drawing bored cast-in-place pile construction method and application | |
| CN102182180B (en) | Rotary extrusion sleeve anchor rod and construction method thereof | |
| CN217629884U (en) | Cable hoist system earth anchor structure is hung to buckle to one side | |
| CN109930624A (en) | A kind of embedding petrographic province blower foundation of offshore wind farm and construction method | |
| CN110331936B (en) | Combined drilling bottom-expanding pile-planting construction method | |
| CN210530738U (en) | Pile system is planted in drilling in groups | |
| CN106836202A (en) | Bored in efficient pile tube soil, piling, dust, whitewash all-in-one and its construction technology | |
| CN206581314U (en) | Screw head muscle body posttension pile foundation | |
| CN204627406U (en) | A kind of hydraulic pressure reaming circulation drilling machine | |
| CN206721868U (en) | A kind of drain bar piling machine stake mouth | |
| CN212477725U (en) | Pile machine of split combined type full-pile casing | |
| CN105926582B (en) | Prefabricated hollow component underground tunneling construction assembly, diaphragm wall and construction method | |
| CN105239575B (en) | One kind drilling base expanding and base expanding grouting Static Pipe Pile Construction device and construction method | |
| CN210946790U (en) | Rotary drilling rig for rotary-expanding steel pipe pile | |
| CN210530745U (en) | Combined drilling bottom-expanding pile-planting system | |
| CN206635747U (en) | One kind is bored soil, piling in pile tube, dusted, all-in-one of whitewashing | |
| CN108952568B (en) | Drilling machine | |
| CN206970086U (en) | A kind of hanging apparatus | |
| CN113957900A (en) | Grouting and bottoming implementation method for large-diameter rock-socketed single pile | |
| CN113585246A (en) | Reinforced building pile foundation | |
| CN108086309B (en) | Mini pile reinforcement cage installation method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221021 |