CN201281063Y - Fluid pressurization expansion anchor bolt - Google Patents

Fluid pressurization expansion anchor bolt Download PDF

Info

Publication number
CN201281063Y
CN201281063Y CNU2008202106072U CN200820210607U CN201281063Y CN 201281063 Y CN201281063 Y CN 201281063Y CN U2008202106072 U CNU2008202106072 U CN U2008202106072U CN 200820210607 U CN200820210607 U CN 200820210607U CN 201281063 Y CN201281063 Y CN 201281063Y
Authority
CN
China
Prior art keywords
expansion anchor
fluid
expansion
anchor bolt
piece
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
Application number
CNU2008202106072U
Other languages
Chinese (zh)
Inventor
徐林波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008202106072U priority Critical patent/CN201281063Y/en
Application granted granted Critical
Publication of CN201281063Y publication Critical patent/CN201281063Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model relates to an expansion anchor bolt, in particular to a fluid pressure-increasing expansion anchor bolt. The characteristics of the expansion anchor bolt are as follows: the expansion anchor bolt is at least composed of an expandable sealing vessel 5 and an expansion piece 4 which surrounds the expandable sealing vessel 5; when in use, fluid is filled in the expandable sealing vessel 5 and the pressure is increased, so as to lead the expansion piece 4 to expand outwards; at the same time as the surrounding earth and sand rocks are compacted and compressed, the anchor bolt obtains a shape of a reverse wedge. The expandable sealing vessel 5 can be made of rubber pipes or soft metals with good ductility. The bottom end of the expansion piece 4 can adopt the structure of flat end or pointed end, and the expansion piece 4 can be made of rigid or flexible materials. The pressure-increased fluid which is filled in the expandable sealing vessel 5 can be air, water or certain serous fluid which can be solidified and formed. The fluid pressure-increasing expansion anchor bolt can also be used as bases of various large-sized equipments which are used for buildings and are used in a flowing manner.

Description

The pressurized with fluid expansion anchor
Affiliated technical field
What the utility model was related is a kind of expansion anchor, particularly the pressurized with fluid expansion anchor.
Background technique
Crab-bolt is to be embedded in the device that is used for fixing object in the floor body of wall of underground or building.
We know that a kind of architectural EXPANSION ANCHOR BOLTS commonly used is arranged, but it only is fit to be embedded in use in the harder material (as brick material, concrete etc.), and its degree of depth of burying underground also can be very limited.
Under a lot of situations, crab-bolt is to be embedded in the underground use hard to predict of its material soft or hard, because the volume of its wedging or the degree of depth of burying underground can have a strong impact on the fastness and the reliability of crab-bolt, therefore, the thing that an extremely is wasted time and energy is not only in burying underground of crab-bolt, and is difficult to hold the crab-bolt volume or the depth of burying that needs wedging.
Summary of the invention
For this reason, the utility model provides a kind of pressurized with fluid expansion anchor, and its major character is:
1, it is made of expandable seal container 5 and the expansion piece 4 that is looped around around 5 at least.During use, in expandable seal container 5, inject pressurized with fluid, make expansion piece 4 outside distendings, when compacting, compressing the ambient earth sandstone, make crab-bolt obtain wedge shape.
2, above-mentioned expandable seal container 5 can be made of rubber pipe.
3, for this pressurized with fluid expansion anchor of permanent use, for preventing fluid seepage under high pressure, above-mentioned expandable seal container 5 can be selected ductility soft metal (as aluminum pipe) making preferably for use.
4, as EXPANSION ANCHOR BOLTS, the tubular structure that axially cracks in ring week can be made in the bottom of above-mentioned expansion piece 4.
5, the bottom of above-mentioned expansion piece 4 can be the tack structure, as EXPANSION ANCHOR BOLTS, will hole in advance during use, and crab-bolt is embedded in expands in the hole then fixes.
6, the bottom of above-mentioned expansion piece 4 also can be the tip structure, uses the time image chock directly to be driven underground like that, and it is fixing to expand then.
7, expansion piece 4 not only can be made of rigid material, and also available tensile strength higher flexible material is as making such as various fibre cloth, textile rope, wire rope.Not only can weight reduction, reduce cost owing to can produce rough compression face behind the flexible material compressive deformation, therefore can improve frictional force to a great extent, thereby improve the fastness of crab-bolt.
8, the pressure fluid in the above-mentioned injection expandable seal container 5, certain slurries that can be air, water or curable moulding are as cement slurry, magnesite slurry, paste resin etc.Empty G﹠W is used for using repeatedly crab-bolt, and the crab-bolt that the slurries of curable moulding are used for disposably and permanently using.
9, can obtain required anti-pressure ability with expanding owing to have this crab-bolt of rigidity expansion piece 4, it does not need to beat as pile very deeply, so it can be used as building and the basis of the various main equipments (as: building various backstay type machinery apparatus such as fixed tower machine, wind-driven generator, oil pumping unit, trepan, Large Radar) of the use of flowing.Not only can raise the efficiency, reduce cost, also can avoid using Cast-in-place concrete basis and cause ample resources waste and environmental pollution.
Compare with common crab-bolt with EXPANSION ANCHOR BOLTS, the advantage of this pressurized with fluid expansion anchor is: a, easy to loading and unloading can the use repeatedly; B, can obtain high fastness and reliability; C, the regulating and controlling swelling pressure easily, thus required fastness and reliability obtained; D, cost are low, in light weight, of many uses.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is first embodiment's of pressurized with fluid expansion anchor a three-dimensional laterally sectional elevation.
Fig. 2 is second embodiment's of pressurized with fluid expansion anchor a three-dimensional laterally sectional elevation.
1. end caps among the figure; 2. tube head; 3. fluid passage; 4. the lower end is the expansion piece of tack; 5. expandable seal container; 6. pipe plug.
Embodiment
What Fig. 1 described is: the lower end of its expansion piece is the basic structure of the pressurized with fluid expansion anchor of tack.
Among Fig. 1, the 1st, end cap; The 2nd, be fixed on the tube head that the end cap below is used for connecting expandable seal container 5; 3 are arranged on the fluid passage on the end cap, and it links to each other with the cavity of expandable seal container 5; The 4th, the lower end is the expansion piece of tack, its not only available rigid material is as material such as reinforced concrete, metals, the higher flexible material of also available tensile strength as: making such as various fibre cloth, textile rope, wire rope, lower end be available welding between expansion piece 4 and the end cap 1 of tack, hinged, bolt is connected etc.; When expandable seal container 5 usefulness rubber pipes or metal tube were made, its upper end and tube head 2 were tightly connected, lower end and pipe plug 6 be tightly connected (can banding).
What Fig. 2 described is: the lower end of its expansion piece is the pressurized with fluid expansion anchor of tip, and during use, it can directly be driven underground as chock, and it is fixing to expand then.
Among Fig. 2, the 1st, end cap; .2 be to be fixed on the tube head that the end cap below is used for connecting expandable seal container 5; 3 are arranged on the fluid passage on the end cap, and it links to each other with the cavity of expandable seal container 5; 4a is that the lower end is the expansion piece of tip, but it with end cap 1 between banding be connected, be threaded or welding etc.; When expandable seal container 5 usefulness rubber pipes or metal tube were made, its upper end and tube head 2 were tightly connected, lower end and pipe plug 6 be tightly connected (can banding).
This pressurized with fluid expansion anchor also can be used as building and the basis of the various main equipments (as: building various backstay type machinery apparatus such as fixed tower machine, wind-driven generator, oil pumping unit, trepan, Large Radar) of the use of flowing except that being widely used as the fastening piece.

Claims (9)

1, a kind of expansion anchor, particularly pressurized with fluid expansion anchor is characterized in that: it is made of expandable seal container 5 and expansion piece (4) of being looped around around it at least; During use, in expandable seal container (5), inject pressurized with fluid, make outwards distending of expansion piece (4); When compacting, compressing the ambient earth sandstone, make crab-bolt obtain wedge shape.
2, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: above-mentioned expandable seal container (5) is made of rubber pipe.
3, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: above-mentioned expandable seal container (5) selects for use ductility to make the soft metal preferably.
4, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: the tubular structure that axially cracks in ring week is made in the bottom of above-mentioned expansion piece (4).
5, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: the bottom of above-mentioned expansion piece (4) is the tack structure.
6, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: the bottom of above-mentioned expansion piece (4) is the tip structure.
7, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: expansion piece (4) is made of flexible material.
8, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: the pressure fluid in the above-mentioned injection expandable seal container (5) is a water.
9, a kind of expansion anchor according to claim 1, particularly pressurized with fluid expansion anchor is characterized in that: the pressure fluid in the above-mentioned injection expandable seal container (5) is certain slurries of curable moulding.
CNU2008202106072U 2008-08-29 2008-08-29 Fluid pressurization expansion anchor bolt Expired - Fee Related CN201281063Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202106072U CN201281063Y (en) 2008-08-29 2008-08-29 Fluid pressurization expansion anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202106072U CN201281063Y (en) 2008-08-29 2008-08-29 Fluid pressurization expansion anchor bolt

Publications (1)

Publication Number Publication Date
CN201281063Y true CN201281063Y (en) 2009-07-29

Family

ID=40927938

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202106072U Expired - Fee Related CN201281063Y (en) 2008-08-29 2008-08-29 Fluid pressurization expansion anchor bolt

Country Status (1)

Country Link
CN (1) CN201281063Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112728218A (en) * 2020-12-26 2021-04-30 广东腾安机电安装工程有限公司 Pipeline fixing hoop

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112728218A (en) * 2020-12-26 2021-04-30 广东腾安机电安装工程有限公司 Pipeline fixing hoop

Similar Documents

Publication Publication Date Title
CN103770909B (en) The buried consolidation anchor of the Zi Luochong of oceanographic engineering
KR101332848B1 (en) Method for constructing micro pile using deformed or screw steel pipe and pressure grouting
CN109837895A (en) A kind of big pressure dispersing anchorage cable construction of depth
CN104074190A (en) Secondary high-pressure grouting expansion bit anchor rod and construction method thereof
WO2019218640A1 (en) Deep-water anchoring body and construction process therefor
CN103590845A (en) Impact-resistant interval grouting anchor cable and use method thereof
CN102535458A (en) Reinforced cement-soil anchor bolt and construction method thereof
CN111021402A (en) Grouting type anchoring foundation with inner bag and outer bag and construction method thereof
CN104532860A (en) Recoverable soil nail
CN201367909Y (en) Novel anchor rod with end anchorage and full-length radial anchorage
KR100985823B1 (en) The foundation means of reinforcement work for which pulling out resistance pile and this were used
CN201281063Y (en) Fluid pressurization expansion anchor bolt
CN102808407A (en) Construction method of soft-foundation reinforced concrete cast-in-place pile
CN107313472A (en) Pile for prestressed pipe bearing capacity of pile tip test device and method
CN106836217A (en) A kind of construction method of expansion end formula soil bolt or soil nailing
CN203584447U (en) Anti-impact interval grouting anchor cable
CN211816217U (en) Prestressed hollow anchor rod reinforcing system
CN111017116B (en) Construction method of bag type grouting anchoring foundation for mooring net cage
CN103132511A (en) Pile-forming method and pile-forming device for static pressure immersed tube expanded-base cast-in-place pile
CN215290070U (en) Offshore wind turbine pile foundation grouting plugging device
CN209260775U (en) Anchor cable can be recycled pressure dispersing type pouch and expand body anti-floating pile
CN112227349A (en) Construction method of forced-expansion pile
CN202323934U (en) Hole forming device for cast-in-situ triangular composite foundation pile
CN101363221A (en) Novel method of drill expansion pressure
KR100742775B1 (en) The anchor having conical jacket and the construction method using the same

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: 20090729

Termination date: 20100829