CN204238230U - A kind of side slope prestressing anchor support steel work anchor pier - Google Patents
A kind of side slope prestressing anchor support steel work anchor pier Download PDFInfo
- Publication number
- CN204238230U CN204238230U CN201420706225.4U CN201420706225U CN204238230U CN 204238230 U CN204238230 U CN 204238230U CN 201420706225 U CN201420706225 U CN 201420706225U CN 204238230 U CN204238230 U CN 204238230U
- Authority
- CN
- China
- Prior art keywords
- plate
- base plate
- anchor
- top board
- box
- 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
Links
Abstract
The utility model discloses a kind of side slope prestressing anchor support steel work anchor pier, described anchor pier is welded by plurality of steel plates, comprise base plate, be positioned at the box-structure side plate on base plate, be positioned at box-structure side plate top and the top board less than base areas, side plate and top board, base plate is vertical, base plate is positioned at the multiple floor of putting more energy into of box-structure side plate arranged outside, base plate is positioned at box-structure side plate inside multiple dividing plate is set, top board is provided with the backing plate of anchoring, base plate, top board and middle being respectively arranged with of backing plate wear anchor hole, wear anchor hole for 3 to be coaxially positioned on same vertical line.Be applicable to the supporting of side slope rapid rescue and in conjunction with steel lattice beam combined supporting, the utility model is rational in infrastructure, easy to use, can significantly shorten the Contraction in Site time, lightweight compared with conventional concrete anchor pier head, anchored force can be formed fast.
Description
Technical field
The utility model relates to engineering slope cable bolting structure, specifically, is a kind of side slope prestressing anchor support steel work anchor pier.
Background technology
Prestress anchoraging is the effective measures being widely used in all kinds of slope treatment, be mainly used in rock side slope, its reliability is related to the safety of engineering construction and runtime, specification and general way adopt pouring reinforcement concrete anchor pier in side slope, and through reeving, slip casting, stretch-draw, locking complete anchor cable construction.During anchor cable construction, need in steep side slope, to beat anchor pole to support fixing concrete template, then assembling reinforcement, builds anchor pier concrete, and long construction period, concrete transportation difficulty, cannot form slope anchorage power fast.
Utility model content
Technical problem to be solved in the utility model is, provides a kind of rational in infrastructure, easy to use, is applicable to the side slope prestressing anchor support steel work anchor pier of soil property and rock side slope.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of side slope prestressing anchor support steel work anchor pier, described anchor pier is welded by plurality of steel plates, comprise base plate, be positioned at the box-structure side plate on base plate, be positioned at box-structure side plate top and the top board less than base areas, side plate and top board, base plate is vertical, base plate is positioned at the multiple floor of putting more energy into of box-structure side plate arranged outside, base plate is positioned at box-structure side plate inside multiple dividing plate is set, top board is provided with the backing plate of anchoring, base plate, top board and middle being respectively arranged with of backing plate wear anchor hole, wear anchor hole for 3 to be coaxially positioned on same vertical line.
Described base plate, top board and backing plate are square, and foursquare four angles of base plate are for smearing angle, and floor of putting more energy into is triangle, and dividing plate is rectangle, the Ye Weimo angle, corner of put more energy into floor and dividing plate, and floor of putting more energy into is vertical with the side plate contacted respectively with dividing plate.
The described base plate length of side 800 ~ 1400mm, the top board length of side and side plate height are 1/2nd of the base plate length of side, the anchoring backing plate length of side 150 ~ 300mm, center hole diameter 80 ~ 160mm, steel plate thickness 8mm ~ 30mm.
Described foursquare base four is smeared angle place and is provided with anchor pole when being convenient to install and penetrates four fixing through holes.
The beneficial effects of the utility model are: rational in infrastructure, easy to use, can significantly shorten the Contraction in Site time, lightweight compared with conventional concrete anchor pier head, anchored force can be formed fast, steel lattice beam can be adopted between anchor pier to connect, be applicable to rock matter or soil-slope.
Accompanying drawing explanation
Fig. 1 is the structural representation of side slope prestressing anchor support steel work anchor pier of the present utility model.
Fig. 2 is the structural representation of side slope prestressing anchor support steel work anchor pier no-top plate of the present utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail:
As Fig. 1, shown in 2, side slope prestressing anchor support steel work anchor pier of the present utility model, described anchor pier is welded by plurality of steel plates, comprise base plate 1, be positioned at the box-structure side plate 2 on base plate 1, be positioned at box-structure side plate 2 top and the top board 3 less than base areas, side plate 2 and top board, base plate is vertical, base plate is positioned at the multiple floor 4 of putting more energy into of box-structure side plate 2 arranged outside, base plate is positioned at box-structure side plate 2 inside multiple dividing plate 5 is set, top board 3 is provided with the backing plate 7 of anchoring, base plate 1, top board 2 and middle being respectively arranged with of backing plate 7 wear anchor hole 8, wear anchor hole 8 for 3 to be coaxially positioned on same vertical line.
In the present embodiment, described base plate 1, top board 3 and backing plate 7 is square, and foursquare four angles of base plate 1 are for smearing angle, put more energy into floor 4 for triangle, dividing plate 5 is rectangle, the Ye Weimo angle, corner of put more energy into floor 4 and dividing plate 5, and floor 4 of putting more energy into is vertical with the side plate 2 contacted respectively with dividing plate 5.Described foursquare base plate 1 four is smeared angle place and is provided with anchor pole when being convenient to install and penetrates four fixing through holes 6.
Usually, described base plate 1 length of side 800 ~ 1400mm, top board 3 length of side and side plate 2 are highly all about 1/2nd of the base plate length of side, the anchoring backing plate length of side 150 ~ 300mm, center hole diameter 80 ~ 160mm, steel plate thickness 8mm ~ 30mm.
Backing plate 7 length of side of described anchoring, wear anchor hole 8 aperture and adjust according to anchor cable tonnage and anchor head lockset pattern.
The utility model steel work anchor pier, top board, base plate and backing plate center wear anchor hole 8 for reeving.4, base plate corner through hole 6 can be used for necessary anchoring temporarily.Anchor pier base plate 1 size, top board 3 size, floor 4 quantity of putting more energy into adjust depending on anchor cable tonnage.The utility model is rational in infrastructure, easy to use, can significantly shorten the Contraction in Site time, lightweight compared with conventional concrete anchor pier head, can form anchored force fast.
The utility model anchor pier is particularly useful for the supporting of side slope rapid rescue and in conjunction with steel lattice beam combined supporting, when adopting steel lattice beam and adjacent steel anchor pier to connect to form combined supporting, all can be connected with steel lattice beam in anchor pier 4 directions, steel lattice beam can to weld or punch bolt with end side and floor of putting more energy into.
Angle design is smeared in employing, and save bight base plate and stiffening rib plate material consumption, structure is more reasonable.Steel work anchor pier of the present utility model, base plate, top board, side plate and the floor of putting more energy into be attached thereto, dividing plate, anchoring backing plate all adopt Double-face adhesive angle full weld, meet code requirement.
Above-described embodiment is only for illustration of technological thought of the present utility model and feature, its object is to enable those skilled in the art understand content of the present utility model and implement according to this, only can not limit the scope of the claims of the present utility model with the present embodiment, namely the equal change that the spirit that all the utility model disclose is done or modification, still drop in the scope of the claims of the present utility model.
Claims (4)
1. a side slope prestressing anchor support steel work anchor pier, it is characterized in that, described anchor pier is welded by plurality of steel plates, comprise base plate (1), be positioned at the box-structure side plate (2) on base plate (1), be positioned at box-structure side plate (2) top and the top board (3) less than base areas, side plate (2) and top board, base plate is vertical, base plate is positioned at the multiple floor of putting more energy into (4) of box-structure side plate (2) arranged outside, base plate is positioned at box-structure side plate (2) inside multiple dividing plate (5) is set, top board (3) is provided with the backing plate (7) of anchoring, base plate (1), top board (2) and middle being respectively arranged with of backing plate (7) wear anchor hole (8), wear anchor hole (8) for 3 to be coaxially positioned on same vertical line.
2. side slope prestressing anchor support steel work anchor pier according to claim 1, it is characterized in that, described base plate (1), top board (3) and backing plate (7) are square, foursquare four angles of base plate (1) are for smearing angle, floor (4) of putting more energy into is triangle, dividing plate (5) is rectangle, put more energy into the Ye Weimo angle, corner of floor (4) and dividing plate (5), floor of putting more energy into (4) and dividing plate (5) are vertical with the side plate contacted (2) respectively.
3. side slope prestressing anchor support steel work anchor pier according to claim 2, it is characterized in that, described base plate (1) length of side 800 ~ 1400mm, top board (3) length of side and side plate (2) are highly 1/2nd of the base plate length of side, the anchoring backing plate length of side 150 ~ 300mm, center hole diameter 80 ~ 160mm, steel plate thickness 8mm ~ 30mm.
4. the side slope prestressing anchor support steel work anchor pier according to Claims 2 or 3, is characterized in that, described foursquare base (1) four is smeared angle place and is provided with anchor pole when being convenient to install and penetrates four fixing through holes (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420706225.4U CN204238230U (en) | 2014-11-21 | 2014-11-21 | A kind of side slope prestressing anchor support steel work anchor pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420706225.4U CN204238230U (en) | 2014-11-21 | 2014-11-21 | A kind of side slope prestressing anchor support steel work anchor pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238230U true CN204238230U (en) | 2015-04-01 |
Family
ID=52767743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420706225.4U Active CN204238230U (en) | 2014-11-21 | 2014-11-21 | A kind of side slope prestressing anchor support steel work anchor pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238230U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404970A (en) * | 2014-11-21 | 2015-03-11 | 中水北方勘测设计研究有限责任公司 | Steel structure anchor pier for supporting pre-stressed anchor cable for side slope |
| CN110080256A (en) * | 2019-06-06 | 2019-08-02 | 福建工程学院 | A kind of assembled cross anchor pier and its construction method |
| CN111893996A (en) * | 2020-08-18 | 2020-11-06 | 中国建筑西南勘察设计研究院有限公司 | Anchor cable pier construction method |
-
2014
- 2014-11-21 CN CN201420706225.4U patent/CN204238230U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104404970A (en) * | 2014-11-21 | 2015-03-11 | 中水北方勘测设计研究有限责任公司 | Steel structure anchor pier for supporting pre-stressed anchor cable for side slope |
| CN110080256A (en) * | 2019-06-06 | 2019-08-02 | 福建工程学院 | A kind of assembled cross anchor pier and its construction method |
| CN111893996A (en) * | 2020-08-18 | 2020-11-06 | 中国建筑西南勘察设计研究院有限公司 | Anchor cable pier construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204238230U (en) | A kind of side slope prestressing anchor support steel work anchor pier | |
| CN103603362A (en) | Prefabricated independent foundation and construction method thereof | |
| CN203867181U (en) | Supporting system for roof inclined beam and slab cantilever structure | |
| CN201610546U (en) | Prestress anchoring frame plat | |
| CN104404970A (en) | Steel structure anchor pier for supporting pre-stressed anchor cable for side slope | |
| CN103437366B (en) | The connection member of prestressing force charger | |
| CN203393734U (en) | Embedded welding basic structure for tower crane | |
| CN206308702U (en) | A kind of portable basis of derrick crane | |
| CN202706508U (en) | Overhanging strength bearing steel beam construction member of scaffold | |
| CN204343318U (en) | A kind of novel pillar crane steel platform base | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN203346897U (en) | Foundation raft embedded steel column positioning support | |
| CN206971406U (en) | Suspension column installs fixed structure | |
| CN202017342U (en) | Block traction drawing die for slope concrete pouring | |
| CN202000266U (en) | Supporting structure of bridge coping template | |
| CN103225395A (en) | Floor post-cast strip template structure and use method | |
| CN203429792U (en) | Integral sliding device for steel structure | |
| CN203891442U (en) | High-rise elevator shaft template supporting platform | |
| CN102140787A (en) | Steel cable dam | |
| CN202509510U (en) | Side slope support protection structure | |
| CN103303814A (en) | Tower footing assembly | |
| CN203256906U (en) | Embedding structure of steel rib columns and foundation bolts | |
| CN204898708U (en) | Assembled steel construction conversion layer of tower crane | |
| CN202359826U (en) | Structure for fixing stiff steel columns temporarily | |
| CN203924654U (en) | Suspension scaffold i iron scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |