CN103696421B - Earth anchor - Google Patents

Earth anchor Download PDF

Info

Publication number
CN103696421B
CN103696421B CN201410014538.8A CN201410014538A CN103696421B CN 103696421 B CN103696421 B CN 103696421B CN 201410014538 A CN201410014538 A CN 201410014538A CN 103696421 B CN103696421 B CN 103696421B
Authority
CN
China
Prior art keywords
tension unit
tension
earth anchor
covering
connection
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.)
Active
Application number
CN201410014538.8A
Other languages
Chinese (zh)
Other versions
CN103696421A (en
Inventor
景文炳
夏远灿
陈晓聪
武剑
杨华忠
范文玲
龚付高
张涛
朱洪滨
刘行
周斌
方北极
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.)
State Grid Corp of China SGCC
Maintenance Branch of State Grid Chongqing Electric Power Co Ltd
Original Assignee
State Grid Corp of China SGCC
Maintenance Branch of State Grid Chongqing Electric Power Co Ltd
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 State Grid Corp of China SGCC, Maintenance Branch of State Grid Chongqing Electric Power Co Ltd filed Critical State Grid Corp of China SGCC
Priority to CN201410014538.8A priority Critical patent/CN103696421B/en
Publication of CN103696421A publication Critical patent/CN103696421A/en
Application granted granted Critical
Publication of CN103696421B publication Critical patent/CN103696421B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a kind of earth anchor, the tension assembly comprising tieback connection I and be connected with tieback connection I, described tension assembly comprises several tension unit and by the connector II of detachable for tension unit connection; Detachable transport, assembling uses, and malformation is flexible, is suitable for using as temporary guy dish; Each several part adopts steel frame construction, and supporting capacity is strong, is convenient to recycling, reduces cost, good in economic efficiency.

Description

Earth anchor
Technical field
The invention belongs to earth anchor field, relate to a kind of combined type earth anchor can reused, detachably transport.
Background technology
Anchor instrument to be used during the construction of power circuit tower bar, but the earth anchor used at present mostly is the cement cable quadrant of concreting, this cement cable quadrant weight is larger, be suitable for using as permanent cable quadrant, if use as temporary guy dish, then carry transport inconvenience, be unfavorable for that the problems such as recycling exist, although the temporary guy dish also having other forms of earth anchor (as ship sections earth anchor) to can be used as when tower bar is constructed at present uses, but these earth anchors have again a common problem: be only applicable in the less power circuit tower bar of trnamission capacity, the tower bar larger for those trnamission capacities then can not be suitable for because its load that can bear is less, construction requirement cannot be met.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of alternative cement cable quadrant, be convenient to transport, can recycling, be suitable for as temporary guy dish combined type earth anchor.
For achieving the above object, the invention provides following technical scheme: a kind of earth anchor, the tension assembly comprising tieback connection I and be connected with tieback connection I, described tension assembly comprises several tension unit and by the connector II of detachable for tension unit connection; Described tension unit is steel pipe or steel bar, and described connector II comprises the junction plate be arranged in the middle part of tension unit and the bolt be arranged on junction plate, and described tension unit connects into bamboo raft type structure by junction plate and bolt.
Further, described tieback connection I is the boatswain chair be connected with tension unit, described boatswain chair is provided with drag-line connecting hole.
Further, also comprise the covering covered on tension unit, described covering is provided with the covering frame for being fixed on by covering on tension unit.
Beneficial effect of the present invention is:
(1) be assembled by multiple part, when travelling bogie cannot transport, a few part can be disassembled into carried respectively by several workman, be convenient to transport, be particularly suitable for the ungetable areas such as mountain area, during use, be assembled into one, convenient, flexible, dig out after finishing using and take away, be suitable for using as temporary guy dish;
(2) several tension unit is connected to form bamboo raft type structure by connector II, and its overall structure specification, supporting capacity are equivalent to cement cable quadrant, can substitute cement cable quadrant completely, each several part adopts steel frame construction, can recycling completely, reduce cost, good in economic efficiency.
Accompanying drawing explanation
In order to make object of the present invention, technical scheme and beneficial effect clearly, the utility model provides following accompanying drawing to be described:
Fig. 1 is structural representation of the present invention;
Fig. 2 is the explosive view of Fig. 1;
Fig. 3 is the positive direction view of the present invention after removal covering;
Figure 4 Wei 〦 type structural representation;
Fig. 5 is+type structural representation;
Fig. 6 is for connecting block-type structural representation.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described in detail.
As shown in Figure 1, Figure 2, Figure 3 shows, the earth anchor of the present embodiment, the tension assembly 2 comprising tieback connection I 1 and be connected with tieback connection I 1, the connector II 22 that described tension group 2 comprises three tension unit 21 and is arranged in the middle part of tension unit 21, tension unit 21 is herein seamless steel pipe, and connector II 22 is the junction plate 221 be fixed on seamless steel pipe and the bolt 222 be fixed together by adjacent connection plates 221; During use, seamless steel pipe connects into bamboo raft type structure by the junction plate 221 at middle part and bolt 222.
The seamless steel pipe of the present embodiment can at φ 102mm, φ 121mm, φ 140mm, wall thickness is select in several specifications of 5 ~ 6mm, steel pipe earth anchor specification after composition is consistent with existing cement cable quadrant specification, certainly, tension unit 21 herein also can select the steel bar of other types can achieve the goal equally.
The tieback connection I 1 of the present embodiment be a similar in the boatswain chair of junction plate 221, boatswain chair is provided with drag-line connecting hole 11; This boatswain chair replaces the middle part that junction plate 221 is arranged on a seamless steel pipe, and the junction plate 221 remained on two seamless steel pipes all fixes with boatswain chair.
In the present embodiment, also comprise the covering 3 covered on tension unit 21, covering 3 is welded with the covering frame 4 that can block and embrace seamless steel pipe, by covering 3 is fixed on seamless steel pipe by covering frame 4, cover reliable, difficult drop-off; Covering 3 has sheltered from the gap between adjacent seamless steel pipe, increases the uplift resistance of earth anchor.
This programme also has other several variant, if tieback connection I 1 is the girder structure of 〦 type or+type structure, each tension unit 21 is all fixed on (as Fig. 4,5) on tieback connection I 1 by junction plate 221, or what fix in the middle part of each tension unit 21 is square contiguous block 223, tieback connection I 1 is hinged on a middle contiguous block 223 (as Fig. 6).
What finally illustrate is, above preferred embodiment is only in order to illustrate technical scheme of the present invention and unrestricted, although by above preferred embodiment to invention has been detailed description, but those skilled in the art are to be understood that, various change can be made to it in the form and details, and not depart from claims of the present invention limited range.

Claims (3)

1. an earth anchor, is characterized in that, the tension assembly comprising tieback connection I and be connected with tieback connection I, and described tension assembly comprises several tension unit and by the connector II of detachable for tension unit connection; Described tension unit is steel pipe or steel bar, and described connector II comprises the junction plate be arranged in the middle part of tension unit and the bolt be arranged on junction plate, and described tension unit connects into bamboo raft type structure by junction plate and bolt.
2. earth anchor according to claim 1, is characterized in that: described tieback connection I is the boatswain chair be connected with tension unit, described boatswain chair is provided with drag-line connecting hole.
3. the earth anchor according to any one of claim 1-2, is characterized in that: also comprise the covering covered on tension unit, and described covering is provided with the covering frame for being fixed on by covering on tension unit.
CN201410014538.8A 2014-01-13 2014-01-13 Earth anchor Active CN103696421B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410014538.8A CN103696421B (en) 2014-01-13 2014-01-13 Earth anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410014538.8A CN103696421B (en) 2014-01-13 2014-01-13 Earth anchor

Publications (2)

Publication Number Publication Date
CN103696421A CN103696421A (en) 2014-04-02
CN103696421B true CN103696421B (en) 2015-08-12

Family

ID=50358071

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410014538.8A Active CN103696421B (en) 2014-01-13 2014-01-13 Earth anchor

Country Status (1)

Country Link
CN (1) CN103696421B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106320796A (en) * 2016-08-26 2017-01-11 周佩龙 Telegraph pole with good fixing effect
CN110952544B (en) * 2019-12-05 2022-01-21 天津送变电工程有限公司 Reverse foldable earth anchor of transmission line

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1090003A (en) * 1992-12-14 1994-07-27 瞬时地基Pty有限公司 Earth anchor
CN201626778U (en) * 2010-04-08 2010-11-10 中国葛洲坝集团股份有限公司 Sky anchor in grotto
JP2011074578A (en) * 2009-09-29 2011-04-14 Kumagai Gumi Co Ltd Ground anchor
CN201865106U (en) * 2010-11-17 2011-06-15 国家电网公司直流建设分公司 Friction ground anchor
CN203654283U (en) * 2014-01-13 2014-06-18 国家电网公司 Ground anchor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1090003A (en) * 1992-12-14 1994-07-27 瞬时地基Pty有限公司 Earth anchor
JP2011074578A (en) * 2009-09-29 2011-04-14 Kumagai Gumi Co Ltd Ground anchor
CN201626778U (en) * 2010-04-08 2010-11-10 中国葛洲坝集团股份有限公司 Sky anchor in grotto
CN201865106U (en) * 2010-11-17 2011-06-15 国家电网公司直流建设分公司 Friction ground anchor
CN203654283U (en) * 2014-01-13 2014-06-18 国家电网公司 Ground anchor

Also Published As

Publication number Publication date
CN103696421A (en) 2014-04-02

Similar Documents

Publication Publication Date Title
CN101985861B (en) Quickly detached temporary telegraph pole
CN205502389U (en) H shaped steel concrete beam based on channel -section steel and pull rod restraint
CN104176201A (en) Composite material offshore very-large floating structure
CN203487857U (en) Assembled basic base
CN103696421B (en) Earth anchor
CN104674943A (en) Hub-cover plate composite aluminum-alloy bilayer grid structure
CN106150924A (en) A kind of mixed steel tower and wind power generating set
CN203654283U (en) Ground anchor
CN203238784U (en) Rectangular concrete filled steel tubular column and box-type steel beam rib-penetrated type node structure
CN105064759A (en) GFRP (glass fiber reinforced plastic) tubed reinforced concrete combination multi-circuit transmission pole
CN202299572U (en) Plus or minus 800kV extra-high voltage direct current large-crossing steel tubular tower joint
CN204491829U (en) A kind of hub-cover plate Al-alloy double layer grid structure
CN207004143U (en) A kind of shockproof transmission tower
CN204850639U (en) GFRP pipe reinforced concrete combined member multiloop transmission of electricity pole
CN106286495A (en) A kind of truss butt joint and docking calculation thereof
CN104153630A (en) Transition connection method of hybrid wind power towers
CN204225062U (en) The inner gallery structure of bulb turbine hydropower station factory building
CN103615062A (en) Slope roof supporting structure
CN104074126B (en) A kind of steel reinforced concrete composite beam plate structure of small-sized bridges and culverts
CN204163197U (en) The cross circumference steel pipe connected node of reinforcing ring is established in a kind of
CN209443871U (en) A kind of steel tower cross-arm lower plane main material and tower body connection structure
CN203559432U (en) Underground powerhouse vault
CN205296985U (en) Can dismantle solar energy covering or awning on a car, boat, etc. room
CN204551797U (en) A kind of antiknock masonry wall structure
CN204949110U (en) Box with a net mooring system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant