CN201962674U - Anchor rod of rotary extruding casing - Google Patents
Anchor rod of rotary extruding casing Download PDFInfo
- Publication number
- CN201962674U CN201962674U CN2011200935699U CN201120093569U CN201962674U CN 201962674 U CN201962674 U CN 201962674U CN 2011200935699 U CN2011200935699 U CN 2011200935699U CN 201120093569 U CN201120093569 U CN 201120093569U CN 201962674 U CN201962674 U CN 201962674U
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- casing
- anchor rod
- outer tube
- inner sleeve
- anchor
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Abstract
The utility model relates to the technical field of construction of engineering anchor rods, in particular to an anchor rod of a rotary extruding casing, and aims to provide the anchor rod of the rotary extruding casing which has a small number of construction procedures and a simple structure. The adopted technical scheme is that: the anchor rod comprises a casing and an anchor rod body, wherein the casing comprises an outer casing and an inner casing concentrically arranged inside the outer casing; the diameter of the outer wall of the inner casing is smaller than the diameter of the inner wall of the outer casing, so that a gap is formed between the inner casing and the outer casing; an injection pipe is arranged in the gap; the upper end of the injection pipe is provided with an injection port connected with an injection system; the tail end of the injection pipe is provided with a slurry outlet; and the bottom of the inner casing is provided with a valve. The utility model has the advantages that: the anchor rod comprises the inner casing and the outer casing, the outer casing is used for bearing an inward drilling load, the inner casing is a channel in which the anchor rod body is arranged, and the injection pipe is arranged between the inner casing and the outer casing, so that the cement slurry injection function is realized.
Description
Technical field
The utility model relates to the Engineering anchor rod technical field of construction, relates in particular to a kind of rotation squeezing bushing anchor pole.
Background technology
Anti-floating (pulling out) anchor pole is anchored at materials such as reinforcing bar, steel strand in the soil body by cement paste exactly, a kind of member of resistance to plucking counter-force is provided for building, structure.Along with rapid development of economy, building develops to high-rise large tracts of land direction gradually, nearly all high level, building all have basement, underground garage etc., and this also makes anchor pole widely apply in the anti-floating of engineering works, structure and foundation pit supporting system.
Traditional handicraft is continued to use in existing anti-float anchor rod construction always, adopts the construction technology of mud off pore-forming.
In traditional construction technology, employed plant equipment mainly is slewing drilling machine and hydraulic drill rig etc. in the anchor bolt construction, pore-forming efficiency is very low, usually need two, three hours, just can finish an anchor pole, adopt mud circulation, retaining wall simultaneously, to on-the-spot highly polluting, the later stage mud conditioning also can cause environment pollution, and the existence of slurry coat method simultaneously also can cause construction quality to be difficult for guaranteeing; In traditional technology, the mud skin of existence also can cause the frictional force of the anchoring body and the soil body to reduce, and can not give full play to the performance of material.
It is 201010239764 that China national Department of Intellectual Property discloses application number, name is called an a kind of job practices of anti-float anchor rod and an application for a patent for invention of special long auger, and the job practices processing step of anti-float anchor rod is: 1, special long auger is in place; 2, utilize long-spiral drilling machine to hole; 3, adopt compression pump to carry out slip casing by pressure by Grouting Pipe, grout injection limit, limit promotes drilling rod; 4, insert anchor pole in the boring after the slip casting; 5, after the cement paste sedimentation, artificial supplementation slip casting.There is following problem in this job practices:
1. job practices though reduced the mud consumption, still exists dregs to pollute by the mode pore-forming that fetches earth, and the side friction that causes the soil body that fetches earth simultaneously reduces;
2. insert behind the anchor pole when constructing; also exist and assign process meeting sideslip; the topping deficiency; even individual other influence because of grit, stone can to cause reinforcing bar to assign not in place; though there is vibrator can not guarantee that still 100% assigns and puts in place; if steel strand are adopted in design, because the rigidity deficiency of material own can't be implemented anti-inserting.
Summary of the invention
It is few and simply rotate the squeezing bushing anchor pole that the purpose of this utility model provides a kind of working procedure.
To achieve these goals, the utility model is by the following technical solutions:
A kind of rotation squeezing bushing anchor pole, it comprises sleeve pipe and anchor bar body, sleeve pipe comprises outer tube and is arranged at the inner sleeve of outer tube inside with one heart, described inner sleeve outer diameter is less than the outer sleeve inner wall diameter, make between inner sleeve and the outer tube to be formed with the gap, be provided with a Grouting Pipe in this gap, this Grouting Pipe upper end is for being used to connect the grouting port of filling system, the Grouting Pipe end is a grout outlet, and described inner sleeve bottom is provided with valve.
Further, the external surface below the described outer tube is provided with helical blade.
Further, described inner sleeve links to each other with outer sleeve inner wall by support.
Further, described outer sleeve upper is provided with flange.
The utility model rotation squeezing bushing anchor pole is compared with original technology, has following advantage:
Comprise inside and outside sleeve pipe, outer tube bears the load that creeps into, and inner sleeve is the passage of skyhook body, establishes a Grouting Pipe between inside and outside sleeve pipe, satisfies the function of cement injection.
Description of drawings
Fig. 1 is the structural representation of rotation squeezing bushing anchor pole.
The structural representation that Fig. 2 combines with the fulcrum structure turn digging dynamoelectric drilling machine for rotation squeezing bushing anchor pole.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further details, following explanation only is exemplary, so that those skilled in the art better understand the utility model.
With reference to the accompanying drawings 1, a kind of rotation squeezing bushing anchor pole, it comprises sleeve pipe and anchor bar body 20, sleeve pipe comprises outer tube 14 and inner sleeve 15, described outer tube 14 and inner sleeve 15 concentric settings, inner sleeve 15 is positioned at outer tube 14, and inner sleeve 15 outer diameters are less than outer tube 14 inner diameters, make between inner sleeve 15 and the outer tube 14 and be formed with the gap, be provided with a Grouting Pipe 16 in this gap, these Grouting Pipe 16 upper ends are the grouting port 17 that is used to connect the Grouting Pipe 12 of filling system, and Grouting Pipe 16 ends are grout outlet 19, described inner sleeve bottom is provided with valve 20, so that anchor pole can pass from inner sleeve 15 mesopores.
Described inner sleeve 15 is welded as a whole by support B and outer tube 14 inwalls, and processing and manufacturing is simple and with low cost.
The external surface of described outer tube 14 belows can be provided with helical blade 18, and it is faster to be convenient to the sleeve pipe rotation speed of burying, and when sleeve pipe promotes, can increase the anchor bar body surface roughness, improves the side grinding resistance, makes anchoring more solid stable.
Consider easy to connectly, described outer tube 14 upper ends are provided with flange A.
Worker's method that a kind of described rotation squeezing bushing anchor pole is constructed may further comprise the steps:
1) sleeve pipe that will rotate squeezing bushing anchor pole 3 links to each other with the unit head 2 of three fulcrum structure turn digging dynamoelectric drilling machines by a slip casting converter 5, wherein slip casting converter 5 has been applied for utility model patent on March 23rd, 2011 by the inventor, and number of patent application is 201120077834.4;
2) the turn on the power sleeve pipe rotation compact making hole of 2 a driven rotary squeezing bushing anchor pole 3, and to projected depth;
3) skyhook body 20 in inner sleeve 15, the grouting port 17 by Grouting Pipe 16 injects cement paste in the hole simultaneously, and 2 counter-rotatings of slip casting process medium power head are extracted sleeve pipe gradually;
4) the degree secondary grouting in the hole that descends according to the cement paste liquid level, construction is finished.
Three fulcrum structure turn digging dynamoelectric drilling machines of using in the 2 above-mentioned work progresss with reference to the accompanying drawings, it comprises base 9, unit head 2, hydraulic system 11, hoist engine 7, column 1, diagonal brace and diagonal brace oil cylinder 4, OPS 6 and endless track installation 10, hoist engine 7 and hydraulic system 11 also independently are installed on the base 9 separately by motor-driven, and OPS 6 is arranged at base 9 tops; Column 1 is installed on base 9 front ends, its angle of inclination is adjusted with hinged formation three fulcrum structures of diagonal brace and by the diagonal brace oil cylinder in its upper end, stage casing; Endless track installation 10 adopts motor to move by gearbox reducer drive driving wheel and is arranged at base 9 belows, flexible crawler belt of foldings and the wheel of installing and removing under it that tows after base 9 raises by hydraulic leg 8; Described three fulcrum structure turn digging dynamoelectric drilling machines are provided with pressurization hoist engine 21, and this pressurization hoist engine 21 links to each other with unit head 2 by wire rope 22 through pulley 23.
The reductor axis of the unit head 2 of described three fulcrum structure turn digging dynamoelectric drilling machines is a hollow structure, conveniently skyhook from inner sleeve.
Basic principle of the present utility model and specific embodiment have more than been described; can not be interpreted as qualification to protection domain of the present utility model; for those skilled in the art; under the situation that does not break away from principle of the present utility model; can make a lot of distortion and improvement, these should belong to protection domain of the present utility model.
Claims (4)
1. one kind is rotated the squeezing bushing anchor pole, it is characterized in that: it comprises sleeve pipe and anchor bar body, sleeve pipe comprises outer tube (14) and is arranged at the inner inner sleeve (15) of outer tube (14) with one heart, described inner sleeve (15) outer diameter is less than outer tube (14) inner diameter, make between inner sleeve (15) and the outer tube (14) and be formed with the gap, be provided with a Grouting Pipe (16) in this gap, this Grouting Pipe (16) upper end is for being used to connect the grouting port (17) of filling system, Grouting Pipe (16) end is grout outlet (19), and described inner sleeve bottom is provided with valve (20).
2. according to the described rotation squeezing bushing of claim 1 anchor pole, it is characterized in that: the external surface of described outer tube (14) below is provided with helical blade (18).
3. according to the described rotation squeezing bushing of claim 1 anchor pole, it is characterized in that: described inner sleeve (15) links to each other with outer tube (14) inwall by support (B).
4. according to claim 1 or 2 or 3 described rotation squeezing bushing anchor poles, it is characterized in that: described outer tube (14) upper end is provided with flange (A).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200935699U CN201962674U (en) | 2011-04-01 | 2011-04-01 | Anchor rod of rotary extruding casing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200935699U CN201962674U (en) | 2011-04-01 | 2011-04-01 | Anchor rod of rotary extruding casing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201962674U true CN201962674U (en) | 2011-09-07 |
Family
ID=44525208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200935699U Expired - Lifetime CN201962674U (en) | 2011-04-01 | 2011-04-01 | Anchor rod of rotary extruding casing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201962674U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182180A (en) * | 2011-04-01 | 2011-09-14 | 威海建设集团股份有限公司 | Rotary extrusion sleeve anchor rod and construction method thereof |
-
2011
- 2011-04-01 CN CN2011200935699U patent/CN201962674U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182180A (en) * | 2011-04-01 | 2011-09-14 | 威海建设集团股份有限公司 | Rotary extrusion sleeve anchor rod and construction method thereof |
| CN102182180B (en) * | 2011-04-01 | 2012-06-27 | 邢占东 | Rotary extrusion sleeve anchor rod and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: XING ZHANDONG Free format text: FORMER OWNER: WEIHAI CONSTRUCTION GROUP CO., LTD. Effective date: 20111010 Owner name: WEIHAI CONSTRUCTION GROUP CO., LTD. |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20111010 Address after: 264200 Kunming Road, Shandong, China, No. 13, No. Co-patentee after: Weihai Construction Group Co., Ltd. Patentee after: Xing Zhandong Address before: 264200 Kunming Road, Shandong, China, No. 13, No. Patentee before: Weihai Construction Group Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110907 |