CN203247586U - Mooring rope ground anchoring device - Google Patents
Mooring rope ground anchoring device Download PDFInfo
- Publication number
- CN203247586U CN203247586U CN 201320261794 CN201320261794U CN203247586U CN 203247586 U CN203247586 U CN 203247586U CN 201320261794 CN201320261794 CN 201320261794 CN 201320261794 U CN201320261794 U CN 201320261794U CN 203247586 U CN203247586 U CN 203247586U
- Authority
- CN
- China
- Prior art keywords
- pressing plate
- subgrade case
- case pressing
- steel pipe
- pipe pile
- 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
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the field of installation and construction of buildings, in particular to a ground anchoring device in the construction of tall buildings. According to the mooring rope ground anchoring device, an opening is formed in the center of a bottom roadbed box pressing plate, a steel pipe pile penetrates through the bottom roadbed box pressing plate through the opening, a pressing pipe is arranged beside the steel pipe pile under the bottom roadbed box pressing plate, is parallel with the bottom roadbed box pressing plate, and is perpendicular to the steel pipe pile, an upper portion roadbed box pressing plate is arranged on the bottom roadbed box pressing plate, a concrete balance weight is arranged on the upper portion roadbed box pressing plate, and a mooring rope penetrates through the opening in the center of the bottom roadbed box pressing plate to be fixedly connected with the pressing pipe. All the components of the mooring rope ground anchoring device are easily obtained on a construction site, are convenient and flexible to install and manufacture and can be detached, so that materials are saved, and unnecessary waste is avoided. The mooring rope ground anchoring device is simple and convenient to use, can be reused, improves efficiency and saves cost.
Description
Technical field
The utility model relates to the installing construction field, particularly uses the ground anchor device in a kind of pile construction.
Background technology
At present, along with being on the increase of large-scale steel structure engineering and industrial equipment installing engineering, the construction and installation amount of large-scale towering member is on the increase, often need a large amount of cable wind ropes to be used for the temporary fixed of member and equipment in the member installation process, not only to guarantee the safety of temporary fixed system also will consider its economy to the ground anchoring of cable wind rope lower end.Cable wind rope ground anchor fixing apparatus safe, easy and can to transform in week be problem needing to overcome.
Existing ground anchor fixing apparatus is general to adopt underground installation, can not take out after finishing using, and directly is buried in undergroundly, causes unnecessary waste.Existing apparatus adopts parts peculiar and special-purpose ingredient usually, and forming the ground anchor fixing apparatus such as needs needs, production predetermined in factory, and the cycle is long, implements dumb.
Summary of the invention
Be to solve above-mentioned purpose, the utility model provides a kind of cable wind rope ground anchor fixing apparatus, and the utility model convenient disassembly can be dismantled after being used to complete, and realizes recyclingly, and all parts all can be drawn materials flexibly, and is with short production cycle, and construction is flexible.
For achieving the above object, the utility model provides a kind of cable wind rope ground anchor fixing apparatus, it comprises concrete balancing weight, top subgrade case pressing plate, bottom subgrade case pressing plate, pressure pipe, steel pipe pile, subgrade case pressing plate center, bottom is provided with opening, steel pipe pile passes bottom subgrade case pressing plate by opening, the other pressure pipe that is provided with of steel pipe pile under the subgrade case pressing plate of bottom, pressure pipe is parallel to bottom subgrade case pressing plate, pressure pipe is perpendicular to steel pipe pile, place top subgrade case pressing plate on the subgrade case pressing plate of bottom, place concrete balancing weight on the subgrade case pressing plate of top, the opening that cable wind rope passes subgrade case pressing plate center, bottom is fixedly connected with pressure pipe.
Described bottom subgrade case pressing plate central opening is square, and steel pipe pile has 4 groups, and 4 groups of steel pipe piles are installed in respectively four angles of square aperture.
Described bottom subgrade case pressing plate is square, and concrete balancing weight is distributed in four angles of subgrade case pressing plate, bottom, and the concrete balancing weight at four angles is symmetrical.
Use the utility model successful: all parts of the utility model be the job site than the material that is easier to obtain, install easily manufacturedly, flexible, all parts all can be dismantled, economical with materials is avoided unnecessary waste.Realize the safe, easy of cable wind rope ground anchor fixing apparatus and can transform in week, improved efficient, saved cost.
Description of drawings
Fig. 1 is cable wind rope ground anchor fixing apparatus front view.
Fig. 2 is cable wind rope ground anchor fixing apparatus top view.
1-concrete balancing weight among the figure, 2-top subgrade case pressing plate, 3-bottom subgrade case pressing plate, 4-pressure pipe, 5-steel pipe pile, 6-cable wind rope.
The specific embodiment
Embodiment 1
As illustrated in figs. 1 and 2, a kind of cable wind rope ground anchor fixing apparatus, it comprises concrete balancing weight 1, top subgrade case pressing plate 2, bottom subgrade case pressing plate 3, pressure pipe 4, steel pipe pile 5, subgrade case pressing plate 3 centers, bottom are provided with opening, steel pipe pile 5 passes bottom subgrade case pressing plate 3 by opening, the other pressure pipe 4 that is provided with of bottom 3 times steel pipe piles of subgrade case pressing plate, pressure pipe 4 is parallel to bottom subgrade case pressing plate 3, pressure pipe 4 is perpendicular to steel pipe pile 5, place top subgrade case pressing plate 2 on the bottom subgrade case pressing plate 3, place concrete balancing weight 1 on the top subgrade case pressing plate 2, the opening that cable wind rope 6 passes subgrade case pressing plate 3 centers, bottom is fixedly connected with pressure pipe 4.
In the installation process, at first bottom subgrade case pressing plate 3 heartcut openings, steel pipe pile 5 is installed in underground, the steel pipe pile 5 other pressure pipes 4 of settling, bottom subgrade case pressing plate 3 and steel pipe pile 5 cooperate to be installed, place top subgrade case pressing plate 2 above the bottom subgrade case pressing plate 3, place concrete balancing weight 1 above the top subgrade case pressing plate 2.
Embodiment 2
Embodiment 2 basic structures are identical with embodiment.
Bottom subgrade case pressing plate 3 central openings are square, and steel pipe pile 5 has 4 groups, and 4 groups of steel pipe piles 5 are installed in respectively four angles of square aperture.Bottom subgrade case pressing plate 2 is square, and concrete balancing weight 1 is distributed in four angles of bottom subgrade case pressing plate 3, and the concrete balancing weight 1 at four angles is symmetrical.
The cable wind rope ground anchor fixing apparatus that this method is installed, steel pipe pile 5 is more firm, and the moment of torsion that concrete balancing weight 1 gravity at four angles produces is identical, plays equally firm effect is installed.
Claims (3)
1. cable wind rope ground anchor fixing apparatus, it is characterized in that: it comprises concrete balancing weight, top subgrade case pressing plate, bottom subgrade case pressing plate, pressure pipe, steel pipe pile, subgrade case pressing plate center, bottom is provided with opening, steel pipe pile passes bottom subgrade case pressing plate by opening, the other pressure pipe that is provided with of steel pipe pile under the subgrade case pressing plate of bottom, pressure pipe is parallel to bottom subgrade case pressing plate, pressure pipe is perpendicular to steel pipe pile, place top subgrade case pressing plate on the subgrade case pressing plate of bottom, place concrete balancing weight on the subgrade case pressing plate of top, the opening that cable wind rope passes subgrade case pressing plate center, bottom is fixedly connected with pressure pipe.
2. a kind of cable wind rope ground anchor fixing apparatus according to claim 1, it is characterized in that: described bottom subgrade case pressing plate central opening is square, and steel pipe pile has 4 groups, and 4 groups of steel pipe piles are installed in respectively four angles of square aperture.
3. a kind of cable wind rope ground anchor fixing apparatus according to claim 1, it is characterized in that: described bottom subgrade case pressing plate is square, and concrete balancing weight is distributed in four angles of subgrade case pressing plate, bottom, and the concrete balancing weight at four angles is symmetrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320261794 CN203247586U (en) | 2013-05-15 | 2013-05-15 | Mooring rope ground anchoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320261794 CN203247586U (en) | 2013-05-15 | 2013-05-15 | Mooring rope ground anchoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203247586U true CN203247586U (en) | 2013-10-23 |
Family
ID=49374033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320261794 Expired - Fee Related CN203247586U (en) | 2013-05-15 | 2013-05-15 | Mooring rope ground anchoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203247586U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667226A (en) * | 2018-12-14 | 2019-04-23 | 中建八局第四建设有限公司 | A kind of cable wind rope construction method |
-
2013
- 2013-05-15 CN CN 201320261794 patent/CN203247586U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667226A (en) * | 2018-12-14 | 2019-04-23 | 中建八局第四建设有限公司 | A kind of cable wind rope construction method |
| CN109667226B (en) * | 2018-12-14 | 2021-04-16 | 中建八局第四建设有限公司 | Cable rope construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103806462A (en) | Power transmission line soil layer steel strand pre-stress expanded-bottom anchor rod foundation | |
| EP2420639A3 (en) | Tower with adapter section | |
| CN103835527B (en) | A kind of dismountable supporting device | |
| CN203821867U (en) | Shear wall body assembling and aligning device | |
| CN203961021U (en) | A kind of prefabricated panel and precast beam rapid installing connection structure | |
| CN203247586U (en) | Mooring rope ground anchoring device | |
| CN204475363U (en) | A kind of major diameter pre-embedded bolt fixing device for installing | |
| CN201883612U (en) | Anchor device | |
| CN204156436U (en) | A kind of tower crane cable line fixture | |
| CN202090346U (en) | Movable combined type ground anchor | |
| CN203806966U (en) | Wind driven generator foundation anchor plate transportation and storage device | |
| CN204039898U (en) | Can be used for the suspension trestle waterborne of pumping of concrete | |
| CN203821429U (en) | Preburied bolt installation fixing apparatus of electrical equipment | |
| CN103628498A (en) | T-shaped foundation bolt hole plugging method | |
| CN204385786U (en) | Multi-functional prestressed concrete pipe pile antibending shear resistance system | |
| CN202416339U (en) | Fixed base for tower crane | |
| CN204662937U (en) | A kind of fixture being fixed on steel structure girder | |
| CN203926599U (en) | Screw pull rod | |
| CN204385762U (en) | A kind of Rock Bolt Foundation structure | |
| CN204252565U (en) | One faces frontier defense protection unit | |
| CN103195079A (en) | Installation type templates, installation type template group and set of installation type template devices | |
| CN102957113B (en) | Decoration construction temporary power construction system | |
| US10435858B2 (en) | Modular grid foundation | |
| CN203904838U (en) | Novel bracket structure for construction of box girders of soft soil foundation sites of high speed rail | |
| CN202181614U (en) | Steel pipe fixing device for joist steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131023 Termination date: 20190515 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |