CN109555121A - Gate type hydraulic lifting system new earth anchor - Google Patents

Gate type hydraulic lifting system new earth anchor Download PDF

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Publication number
CN109555121A
CN109555121A CN201710875417.6A CN201710875417A CN109555121A CN 109555121 A CN109555121 A CN 109555121A CN 201710875417 A CN201710875417 A CN 201710875417A CN 109555121 A CN109555121 A CN 109555121A
Authority
CN
China
Prior art keywords
fixed frame
earth anchor
floor board
gate type
type hydraulic
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.)
Pending
Application number
CN201710875417.6A
Other languages
Chinese (zh)
Inventor
曾小勇
郎群
吴金明
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.)
Sinopec Engineering Group Co Ltd
Sinopec Heavy Lifting Transporting Engineering Co Ltd
Original Assignee
Sinopec Engineering Group Co Ltd
Sinopec Heavy Lifting Transporting Engineering 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 Sinopec Engineering Group Co Ltd, Sinopec Heavy Lifting Transporting Engineering Co Ltd filed Critical Sinopec Engineering Group Co Ltd
Priority to CN201710875417.6A priority Critical patent/CN109555121A/en
Publication of CN109555121A publication Critical patent/CN109555121A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of gate type hydraulic lifting system new earth anchors, comprising: floor board framing is made of the welding of a plurality of rib steel;Backplane rack, backplane rack are vertically installed in the side of floor board framing;Fixed frame, fixed frame one end are welded in the other side of floor board framing, and the other end is welded at the top of backplane rack;Shackle plate, shackle plate are connected to backplane rack and fixed frame, are located at the top of backplane rack and fixed frame;Muti-piece Weight plate, muti-piece Weight plate is for being arranged in floor board framing, backplane rack and fixed frame.The earth anchor can be improved construction efficiency, shorten the construction period, reduce transportation cost.

Description

Gate type hydraulic lifting system new earth anchor
Technical field
The invention belongs to earth anchor fields, more particularly, to gate type hydraulic lifting system new earth anchor.
Background technique
Earth anchor as the device for guaranteeing hydraulic lifting system overall stability, by traction steel strand wires with 2500t is hydraulic mentions The connection of the system of liter, earth anchor form is based on ballast formula earth anchor, fully buried earth anchor and concrete ground beam type.2500t is hydraulic at present The earth anchor that lifting system uses is reinforced concrete block earth anchor, and existing moorstone self weight is larger, transportation cost is high.By more than ten years It uses, former moorstone surface is cracked, and the case where broken concrete peeling occurs.Exist centainly if continuing to use Risk.
Therefore, it is necessary to develop one kind can be improved construction efficiency, shortens the construction period, reduces the 2500t door of transportation cost Formula hydraulic lifting system new earth anchor.
Summary of the invention
The present invention provides a kind of gate type hydraulic lifting system new earth anchor, which can be improved construction efficiency, shorten Construction period reduces transportation cost.
To achieve the goals above, the present invention provides a kind of gate type hydraulic lifting system new earth anchor, comprising: floor board framing, It is made of the welding of a plurality of rib steel;
Backplane rack, the backplane rack are vertically installed in the side of the floor board framing;
Fixed frame, described fixed frame one end are welded in the other side of the floor board framing, and the other end is welded in the backplane rack Top;
Shackle plate, the shackle plate are connected to the backplane rack and the fixed frame, are located at the backplane rack and described solid Determine top of the trellis;
Muti-piece Weight plate, Weight plate described in muti-piece is for being arranged in the floor board framing, the backplane rack and the fixed frame On.
It preferably, further include multiple clump weights, the multiple clump weight is used to be arranged in the Weight plate of the floor board framing.
Preferably, the floor board framing, the backplane rack and the fixed frame are made of H300 section steel material.
It preferably, further include muti-piece gusset, the shackle plate is welded in the backplane rack and institute by the muti-piece gusset It states at the top of fixed frame.
Preferably, the muti-piece Weight plate is iron plate.
Preferably, the shackle plate is welded at the top of the backplane rack and the fixed frame, wherein weldering meat be set to it is described On the outside of shackle plate, groove is 50 ° -55 °, the 1/2-1/3 with a thickness of lifting lug plate thickness of root face.
It preferably, further include traction steel strand wires, one end of the traction steel strand wires is connected to the floor board framing.
Preferably, the floor board framing, the fixed frame, the shackle plate, the muti-piece Weight plate outer surface be provided with Zinc coat.
Preferably, lifting hole(eyelet) is provided on the shackle plate, the lifting hole(eyelet) is located in the middle part of the shackle plate, at the top of the lifting hole(eyelet) And bottom is provided with arc-shaped lead angle.
Preferably, the fixed frame is triangle, and the floor board framing is rectangle.
The beneficial effects of the present invention are: it replaces passing by the setting of floor board framing, backplane rack, fixed frame and muti-piece Weight plate The reinforced concrete block earth anchor of system, simplifies the mechanical structure of gate type hydraulic lifting system new earth anchor, passes through rib Steel material The weight for alleviating gate type hydraulic lifting system new earth anchor is selected, it can be according to actual needs in use site assembly welding door Formula hydraulic lifting system new earth anchor improves construction efficiency in turn, shortens the construction period, reduces transportation cost.
Other features and advantages of the present invention will then part of the detailed description can be specified.
Detailed description of the invention
Exemplary embodiment of the invention is described in more detail in conjunction with the accompanying drawings, it is of the invention above-mentioned and its Its purpose, feature and advantage will be apparent, wherein in exemplary embodiment of the invention, identical reference label Typically represent same parts.
Fig. 1 shows gate type hydraulic lifting system new earth anchor schematic diagram according to an embodiment of the invention.
Fig. 2 shows the side views of gate type hydraulic lifting system new earth anchor according to an embodiment of the invention.
Fig. 3 shows the top view of gate type hydraulic lifting system new earth anchor according to an embodiment of the invention.
Fig. 4 shows the shackle plate signal of gate type hydraulic lifting system new earth anchor according to an embodiment of the invention Figure.
Description of symbols:
1, floor board framing;2, backplane rack;3, fixed frame;4, shackle plate;5, Weight plate;6, gusset;7, lifting hole(eyelet).
Specific embodiment
The preferred embodiment of the present invention is described in more detail below.Although the following describe preferred implementations of the invention Mode, however, it is to be appreciated that may be realized in various forms the present invention without that should be limited by the embodiments set forth herein.Phase Instead, these embodiments are provided so that the present invention is more thorough and complete, and can be by the scope of the present invention completely It is communicated to those skilled in the art.
The invention discloses a kind of gate type hydraulic lifting system new earth anchors, comprising:
Floor board framing is made of the welding of a plurality of rib steel;
Backplane rack, backplane rack are vertically installed in the side of floor board framing;
Fixed frame, fixed frame one end are welded in the other side of floor board framing, and the other end is welded at the top of backplane rack;
Shackle plate, shackle plate are connected to backplane rack and fixed frame, are located at the top of backplane rack and fixed frame;
Muti-piece Weight plate, muti-piece Weight plate is for being arranged in floor board framing, backplane rack and fixed frame.
It preferably, further include multiple clump weights, multiple clump weights are used to be arranged in the Weight plate of floor board framing.
Specifically, gate type hydraulic lifting system new earth anchor is for stablizing 2500t hydraulic lifting system.
Specifically, traditional armored concrete is replaced by the setting of floor board framing, backplane rack, fixed frame and muti-piece Weight plate Block earth anchor simplifies the mechanical structure of gate type hydraulic lifting system new earth anchor, alleviates gate-type by the selection of rib Steel material The weight of hydraulic lifting system new earth anchor, can be according to actual needs in use site assembly welding gate type hydraulic lifting system New earth anchor improves construction efficiency in turn, shortens the construction period, reduces transportation cost.
Specifically, the clump weight of different weight difference number can be added according to live requirement in use, improved Safety coefficient, and improve the utilization rate of project management department's working sources.
Preferably, floor board framing, backplane rack and fixed frame are made of H300 section steel material.
It preferably, further include muti-piece gusset, shackle plate is welded in backplane rack and fixed frame top by muti-piece gusset Portion.
Preferably, muti-piece Weight plate is iron plate.
Preferably, shackle plate is welded at the top of backplane rack and fixed frame, wherein weldering meat is set on the outside of shackle plate, Groove is 50 ° -55 °, the 1/2-1/3 with a thickness of lifting lug plate thickness of root face.
It preferably, further include traction steel strand wires, the one end for drawing steel strand wires is connected to floor board framing.
Preferably, floor board framing, fixed frame, shackle plate, muti-piece Weight plate outer surface be provided with zinc coat.
Preferably, lifting hole(eyelet) is provided on shackle plate, lifting hole(eyelet) is located in the middle part of shackle plate, the setting of at the top of lifting hole(eyelet) and bottom There is arc-shaped lead angle.
Preferably, fixed frame is triangle, and floor board framing is rectangle.
Embodiment
Fig. 1 shows 2500t gate type hydraulic lifting system new earth anchor schematic diagram according to an embodiment of the invention. Fig. 2 shows the side views of 2500t gate type hydraulic lifting system new earth anchor according to an embodiment of the invention.Fig. 3 shows The top view of 2500t gate type hydraulic lifting system new earth anchor according to an embodiment of the invention is gone out.Fig. 4 shows root According to the shackle plate schematic diagram of the 2500t gate type hydraulic lifting system new earth anchor of one embodiment of the present of invention.
As Figure 1-Figure 4, which includes:
Floor board framing 1 is made of the welding of a plurality of rib steel;
Backplane rack 2, backplane rack 2 are vertically installed in the side of floor board framing 1;
Fixed frame 3,3 one end of fixed frame are welded in the other side of floor board framing 1, and the other end is welded in 2 top of backplane rack;
Shackle plate 4, shackle plate 4 are connected to backplane rack 2 and fixed frame 3, are located at 3 top of backplane rack 2 and fixed frame;
Muti-piece Weight plate 5, muti-piece Weight plate 5 is for being arranged in floor board framing 1, backplane rack 2 and fixed frame 3.
It wherein, further include multiple clump weight (not shown), multiple clump weights are used to be arranged in the Weight plate 5 of floor board framing 1.
Wherein, floor board framing 1, backplane rack 2 and fixed frame 4 are made of H300 section steel material.
It wherein, further include muti-piece gusset 6, shackle plate 4 is welded in 3 top of backplane rack 2 and fixed frame by muti-piece gusset 6.
Wherein, muti-piece Weight plate 5 is iron plate.
Wherein, shackle plate 4 is welded in 3 top of backplane rack 2 and fixed frame, wherein weldering meat is set on the outside of shackle plate, groove It is 50 ° -55 °, the 1/2-1/3 with a thickness of 4 thickness of shackle plate of root face.
It wherein, further include traction steel strand wires (not shown), the one end for drawing steel strand wires is connected to floor board framing 1.
Wherein, floor board framing 1, fixed frame 3, shackle plate 4, muti-piece Weight plate 5 outer surface be provided with zinc coat.
Wherein, lifting hole(eyelet) 7 is provided on shackle plate, lifting hole(eyelet) 7 is located at 4 middle part of shackle plate, and 7 top of lifting hole(eyelet) and bottom are provided with circle Arc lead angle.
Wherein, fixed frame 3 is triangle, and floor board framing 1 is rectangle.
Wherein, single set earth anchor steel construction self weight is 4 tons, and 56 tons of weight saving compared with moorstone, transportation cost reduces 93.33%.
Various embodiments of the present invention are described above, above description is exemplary, and non-exclusive, and It is not limited to disclosed each embodiment.Without departing from the scope and spirit of illustrated each embodiment, for this skill Many modifications and changes are obvious for the those of ordinary skill in art field.

Claims (10)

1. a kind of gate type hydraulic lifting system new earth anchor, which is characterized in that the earth anchor includes:
Floor board framing is made of the welding of a plurality of rib steel;
Backplane rack, the backplane rack are vertically installed in the side of the floor board framing;
Fixed frame, described fixed frame one end are welded in the other side of the floor board framing, and the other end is welded at the top of the backplane rack;
Shackle plate, the shackle plate are connected to the backplane rack and the fixed frame, are located at the backplane rack and the fixed frame Top;
Muti-piece Weight plate, Weight plate described in muti-piece is for being arranged in the floor board framing, the backplane rack and the fixed frame.
2. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that further include multiple counterweights Block, the multiple clump weight are used to be arranged in the Weight plate of the floor board framing.
3. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that the floor board framing, described Backplane rack and the fixed frame are made of H300 section steel material.
4. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that it further include muti-piece gusset, The shackle plate is welded at the top of the backplane rack and the fixed frame by the muti-piece gusset.
5. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that the muti-piece Weight plate is Iron plate.
6. gate type hydraulic lifting system new earth anchor according to claim 4, which is characterized in that the shackle plate is welded in At the top of the backplane rack and the fixed frame, wherein weldering meat is set on the outside of the shackle plate, groove is 50 ° -55 °, root face With a thickness of the 1/2-1/3 of lifting lug plate thickness.
7. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that further include that traction steel twists One end of line, the traction steel strand wires is connected to the floor board framing.
8. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that the floor board framing, described Fixed frame, the shackle plate, the muti-piece Weight plate outer surface be provided with zinc coat.
9. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that be arranged on the shackle plate There is lifting hole(eyelet), the lifting hole(eyelet) is located in the middle part of the shackle plate, and at the top of the lifting hole(eyelet) and bottom is provided with arc-shaped lead angle.
10. gate type hydraulic lifting system new earth anchor according to claim 1, which is characterized in that the fixed frame is three Angular, the floor board framing is rectangle.
CN201710875417.6A 2017-09-25 2017-09-25 Gate type hydraulic lifting system new earth anchor Pending CN109555121A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710875417.6A CN109555121A (en) 2017-09-25 2017-09-25 Gate type hydraulic lifting system new earth anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710875417.6A CN109555121A (en) 2017-09-25 2017-09-25 Gate type hydraulic lifting system new earth anchor

Publications (1)

Publication Number Publication Date
CN109555121A true CN109555121A (en) 2019-04-02

Family

ID=65862026

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710875417.6A Pending CN109555121A (en) 2017-09-25 2017-09-25 Gate type hydraulic lifting system new earth anchor

Country Status (1)

Country Link
CN (1) CN109555121A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09111761A (en) * 1995-10-17 1997-04-28 Nippon Steel Metal Prod Co Ltd Bearing pressure metal fitting for stabilizing slope and slope stabilizing method
CN202090346U (en) * 2011-04-13 2011-12-28 葛洲坝集团电力有限责任公司 Movable combined type ground anchor
CN203514208U (en) * 2013-08-12 2014-04-02 中铁十六局集团第三工程有限公司 Cantilever construction disassembling and assembling type triangular hanging basket load-bearing main truss
CN204960317U (en) * 2015-09-21 2016-01-13 中建一局集团建设发展有限公司 Ground anchor
CN205527395U (en) * 2016-01-14 2016-08-31 新疆天山恒合能源装备有限责任公司 Gantry crane prevent wind earth anchor structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09111761A (en) * 1995-10-17 1997-04-28 Nippon Steel Metal Prod Co Ltd Bearing pressure metal fitting for stabilizing slope and slope stabilizing method
CN202090346U (en) * 2011-04-13 2011-12-28 葛洲坝集团电力有限责任公司 Movable combined type ground anchor
CN203514208U (en) * 2013-08-12 2014-04-02 中铁十六局集团第三工程有限公司 Cantilever construction disassembling and assembling type triangular hanging basket load-bearing main truss
CN204960317U (en) * 2015-09-21 2016-01-13 中建一局集团建设发展有限公司 Ground anchor
CN205527395U (en) * 2016-01-14 2016-08-31 新疆天山恒合能源装备有限责任公司 Gantry crane prevent wind earth anchor structure

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Application publication date: 20190402