CN205116205U - Removable prestressed anchorage ties device - Google Patents

Removable prestressed anchorage ties device Download PDF

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Publication number
CN205116205U
CN205116205U CN201520629497.3U CN201520629497U CN205116205U CN 205116205 U CN205116205 U CN 205116205U CN 201520629497 U CN201520629497 U CN 201520629497U CN 205116205 U CN205116205 U CN 205116205U
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China
Prior art keywords
bolt
crab
anchor slab
nut
composite member
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Active
Application number
CN201520629497.3U
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Chinese (zh)
Inventor
马逸鹄
马人乐
黄张裕
张明熠
杨州
施辉
黄冬平
彭文兵
沈卫明
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INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co Ltd
JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co Ltd
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INNER MONGOLIA OF GIMHAE NEW ENERGY TECHNOLOGY Co Ltd
JIANGSU JINHAI NEW ENERGY TECHNOLOGY Co Ltd
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Priority to CN201520629497.3U priority Critical patent/CN205116205U/en
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Publication of CN205116205U publication Critical patent/CN205116205U/en
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Abstract

The utility model discloses a removable prestressed anchorage ties device, it includes anchor slab (1), anchor slab (2) down, crab -bolt (3) of anchor slab in the connection (1) and lower anchor slab (2), the cover is in PVC sleeve (7) of crab -bolt (3) periphery, on PVC sleeve (7), both ends are sealed by thermal shrinkable sleeve (8) shrink down, install on thermal shrinkable sleeve (8) of PVC sleeve (7) upper end nonmetal leveling nut (6), top nut (9) are installed at crab -bolt (3) top, the bottom of crab -bolt (3) is fixed with bottom seal assembly (4). The utility model provides a removable prestressed anchorage ties device, structural design is reasonable, still can freely change every crab -bolt behind concrete foundation completion back or fan operation, can save a large amount of manpower and material resources, and the replacement cost is low, and is efficient, can overcome a great deal of not enough of prior art.

Description

Removable prestressed anchor pin device
Technical field
The utility model relates to a kind of linkage, and particularly the removable prestressed anchor pin device of one, can be used for concrete foundation prestressed bolt.
Background technology
In recent years, prestressed bolt composite member applies to wind power generation stepped basis more.Compare traditional flush type tower cylinder, prestressed bolt anti-fatigue performance is good, stress equilibrium base concrete pressurized all the time, good endurance.But the defect of existing prestressed bolt is, crab-bolt just cannot be changed once fracture, needs that earth is mixed on wind power generation stepped basis and knocks open, reinstall new crab-bolt, engineering is large, and engineering is long, and cost is high, change trouble, waste time and energy, become the bottleneck that prestressed bolt uses.
Existing for wind power generation stepped crab-bolt changeable type basis (CN201420368814), adopting conveniently holes at concrete base center reserving hole reaches the lower end of lower anchor slab, by manually changing the method for crab-bolt.The shortcoming of this kind of method is that cost of holing is large and cause construction difficult with the hidden danger in safety.
Utility model content
Utility model object: the purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of reasonable in design, and it is convenient to change, and can use manpower and material resources sparingly, the removable prestressed bolt composite member that cost is low.
Technical scheme: in order to realize above object, the technical scheme that the utility model is taked is:
A kind of device of replaceable crab-bolt, it comprises anchor slab, lower anchor slab, the crab-bolt of anchor slab and lower anchor slab in connection, crab-bolt periphery cover between upper anchor slab and lower anchor slab has plastic bushing, the upper/lower terminal of plastic bushing, by thermal shrinkable sleeve collapsed seal, the thermal shrinkable sleeve of plastic bushing upper end is provided with nonmetal leveling nut, and described crab-bolt top is provided with top nut; Bottom and the sealed bottom assembly of described crab-bolt are fixed.
Preferably, above-described removable prestressed bolt composite member, described sealed bottom component external is circular or the polygon such as hexagon, inside be with crab-bolt bottom the helicitic texture of adaptation.
As other preferred version, above-described removable prestressed bolt composite member, described sealed bottom assembly comprises nut box and is positioned at the hex nut of nut box, and nut box is welded on lower anchor slab, hex nut and crab-bolt bottom thread adaptation.Described nut box can be hexagon and also can be other shape that can stop nut rotation; The top of nut box adopts stamping forming cap, can hold the space that anchor pole regulates height.
Preferably, above-described removable prestressed bolt composite member, described sealed bottom assembly is made up of metal or plastics; Sealed bottom assembly has the effect bottom sealing crab-bolt, can stop that base concrete touches crab-bolt thread segment, be convenient for changing.
Crab-bolt periphery cover has plastic bushing, crab-bolt and concrete can be isolated, the whole pretension of crab-bolt is delivered on lower anchor slab.
The upper/lower terminal of plastic bushing is by thermal shrinkable sleeve collapsed seal, and can prevent concrete from entering plastic bushing affects crab-bolt stretch-draw.
Preferably, above-described removable prestressed bolt composite member, described nonmetal leveling nut is nylon leveling nut.
The construction installation method of the removable prestressed bolt composite member that the utility model provides, comprises the following steps:
1) first lower anchor slab is fixed on foundation pad and leveling;
2) to sling upper anchor slab, crab-bolt penetrated in plastic bushing, on plastic bushing, cover has nonmetal leveling nut, then by crab-bolt through the bolt hole on upper anchor slab, top nut of then screwing at crab-bolt top;
3) move above upper anchor slab to lower anchor slab with crane, slowly hang lower upper anchor slab, make crab-bolt correspondence insert in the bolt hole of lower anchor slab;
4) rotate every root anchor pole at top, anchor pole bottom is screwed in the lower nut be welded on below lower anchor slab;
5) by anchor slab in the leveling of nonmetal leveling nut;
6) colligation reinforcement foundation build mixed earth, by upper anchor slab, lower anchor slab and anchor pole are cast in concrete foundation, after concrete reaches prescribed strength by the time, after hanging on bottom column cylinder, stretching anchor rod on upper anchor slab.
The replacing construction method of the removable prestressed bolt composite member that the utility model provides, comprises the following steps:
1) the first half of fracture crab-bolt is first extracted;
2) then bore with tapping screw thread the rupture cross section aimed at and pierce fracture crab-bolt; Drive the latter half of fracture crab-bolt and screw thread to reversely rotate while screw thread pierces, after making fracture crab-bolt automatically exit lower nut, together extract from the bolt hole on upper anchor slab together with tapping screw thread drill bit and fracture crab-bolt; Or the sleeve adopting end to be provided with claw will rupture crab-bolt taking-up;
3) insert new anchor pole from the bolt hole of upper anchor slab, at rotary-top anchor pole, make to be screwed into lower nut bottom it, after the bottom column cylinder place then above upper anchor slab installs new pad and nut successively, stretching anchor rod.
Compared to the prior art the utility model has following beneficial effect:
The removable prestressed bolt composite member that the utility model provides, reasonable in design, after concrete foundation completes or after fan operation, still freely can change every root crab-bolt, avoid using the disruptive methods such as excavation of foundation pit to change crab-bolt to the impact of basic stress.Can save a large amount of man power and materials, replacement cost is low, and efficiency is high.
The construction installation method of the removable prestressed bolt composite member that the utility model provides, workable, operating efficiency is high, easy construction.
The replacing construction method of the removable prestressed bolt composite member that the utility model provides, workable, operating efficiency is high, can save a large amount of man power and materials, reduce costs, and improves and changes efficiency, can overcome many deficiencies of prior art.
Accompanying drawing explanation
The structural representation of a kind of removable prestressed bolt composite member that Fig. 1 provides for the utility model.
Fig. 2 is the plane structure schematic diagram of Fig. 1 along the lower anchor slab in A-A direction.
Fig. 3 is the cross section structure schematic diagram of sealed bottom assembly.
Fig. 4 is the another kind of structural representation in cross section of sealed bottom assembly.
Fig. 5 is the vertical section structure schematic diagram of sealed bottom assembly.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, illustrate the utility model further, these embodiments should be understood and be only not used in restriction scope of the present utility model for illustration of the utility model, after having read the utility model, the amendment of those skilled in the art to the various equivalent form of value of the present utility model has all fallen within the application's claims limited range.
Embodiment 1
As Fig. 1, shown in Fig. 2 and Fig. 3, a kind of device of replaceable crab-bolt, it comprises anchor slab 1, lower anchor slab 2, the crab-bolt 3 of anchor slab 1 and lower anchor slab 2 in connection, crab-bolt 3 periphery cover between upper anchor slab 1 and lower anchor slab 2 has plastic bushing 7, the upper/lower terminal of plastic bushing 7, by thermal shrinkable sleeve 8 collapsed seal, the thermal shrinkable sleeve 8 of plastic bushing 7 upper end is provided with nonmetal leveling nut 6, and described crab-bolt 3 top is provided with top nut 9; Bottom and the sealed bottom assembly 4 of described crab-bolt 3 are fixed.
Described sealed bottom assembly 4 outside is hexagonal configuration, inside be with crab-bolt 3 bottom adaptive helicitic texture.
Above-described removable prestressed bolt composite member, described sealed bottom assembly 4 is made up of copper or aluminum metal or polytetrafluoroethylplastic plastic; Sealed bottom assembly 4 has the effect bottom sealing crab-bolt 3, can stop that base concrete touches crab-bolt 3 thread segment, be convenient for changing.
Embodiment 2
As Fig. 1, shown in Fig. 2 and Fig. 4, a kind of device of replaceable crab-bolt, it comprises anchor slab 1, lower anchor slab 2, the crab-bolt 3 of anchor slab 1 and lower anchor slab 2 in connection, crab-bolt 3 periphery cover between upper anchor slab 1 and lower anchor slab 2 has plastic bushing 7, the upper/lower terminal of plastic bushing 7, by thermal shrinkable sleeve 8 collapsed seal, the thermal shrinkable sleeve 8 of plastic bushing 7 upper end is provided with nonmetal leveling nut 6, and described crab-bolt 3 top is provided with top nut 9; Bottom and the sealed bottom assembly 4 of described crab-bolt 3 are fixed.
Described sealed bottom assembly 4 outside is circular, inside be with crab-bolt 3 bottom the helicitic texture of adaptation.
Above-described removable prestressed bolt composite member, described sealed bottom assembly 4 is made up of copper or aluminum metal or polytetrafluoroethylplastic plastic; Sealed bottom assembly 4 has the effect bottom sealing crab-bolt 3, can stop that base concrete touches crab-bolt 3 thread segment, be convenient for changing.
Embodiment 3
As Fig. 1, shown in Fig. 2 and Fig. 5, a kind of device of replaceable crab-bolt, it comprises anchor slab 1, lower anchor slab 2, the crab-bolt 3 of anchor slab 1 and lower anchor slab 2 in connection, crab-bolt 3 periphery cover between upper anchor slab 1 and lower anchor slab 2 has plastic bushing 7, the upper/lower terminal of plastic bushing 7, by thermal shrinkable sleeve 8 collapsed seal, the thermal shrinkable sleeve 8 of plastic bushing 7 upper end is provided with nonmetal leveling nut 6, and described crab-bolt 3 top is provided with top nut 9; Bottom and the sealed bottom assembly 4 of described crab-bolt 3 are fixed.
Described sealed bottom assembly 4 comprises nut box 4-1 and is positioned at the hex nut 4-2 of nut box 4-1, and nut box 4-1 is welded on lower anchor slab 2, hex nut 4-2 and crab-bolt 3 bottom thread adaptation.
Above-described removable prestressed bolt composite member, described sealed bottom assembly 4 is made up of copper or aluminum metal or polytetrafluoroethylplastic plastic; Sealed bottom assembly 4 has the effect bottom sealing crab-bolt 3, can stop that base concrete touches crab-bolt 3 thread segment, be convenient for changing.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.

Claims (5)

1. a removable prestressed bolt composite member, it is characterized in that, it comprises anchor slab (1), lower anchor slab (2), the crab-bolt (3) of anchor slab (1) and lower anchor slab (2) in connection, crab-bolt (3) periphery cover between upper anchor slab (1) and lower anchor slab (2) has plastic bushing (7), plastic bushing (7) upper, lower two ends are by thermal shrinkable sleeve (8) collapsed seal, the thermal shrinkable sleeve (8) of plastic bushing (7) upper end is provided with nonmetal leveling nut (6), described crab-bolt (3) top is provided with top nut (9), the bottom of described crab-bolt (3) and sealed bottom assembly (4) are fixed.
2. removable prestressed bolt composite member according to claim 1, is characterized in that, described sealed bottom assembly (4) outside is circular or polygonal shape, and inside is the helicitic texture adaptive with crab-bolt (3) bottom.
3. removable prestressed bolt composite member according to claim 1, it is characterized in that, described sealed bottom assembly (4) comprises nut box (4-1) and is positioned at the hex nut (4-2) of nut box (4-1), nut box (4-1) is welded on lower anchor slab (2), and hex nut (4-2) is adaptive with crab-bolt (3) bottom thread.
4. the removable prestressed bolt composite member according to any one of claims 1 to 3, it is characterized in that, described sealed bottom assembly (4) has the effect of sealing crab-bolt (3) bottom, can stop that base concrete touches the thread segment of crab-bolt (3) bottom.
5. removable prestressed bolt composite member according to claim 4, is characterized in that, described nonmetal leveling nut (6) is nylon leveling nut.
CN201520629497.3U 2015-08-20 2015-08-20 Removable prestressed anchorage ties device Active CN205116205U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520629497.3U CN205116205U (en) 2015-08-20 2015-08-20 Removable prestressed anchorage ties device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520629497.3U CN205116205U (en) 2015-08-20 2015-08-20 Removable prestressed anchorage ties device

Publications (1)

Publication Number Publication Date
CN205116205U true CN205116205U (en) 2016-03-30

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155571A (en) * 2015-08-20 2015-12-16 江苏金海新能源科技有限公司 Replaceable prestressed anchor bolt device and mounting and replacement construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105155571A (en) * 2015-08-20 2015-12-16 江苏金海新能源科技有限公司 Replaceable prestressed anchor bolt device and mounting and replacement construction method thereof

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