CN205604281U - Double entry rock long anchor rod formula foundation structure - Google Patents
Double entry rock long anchor rod formula foundation structure Download PDFInfo
- Publication number
- CN205604281U CN205604281U CN201521129012.0U CN201521129012U CN205604281U CN 205604281 U CN205604281 U CN 205604281U CN 201521129012 U CN201521129012 U CN 201521129012U CN 205604281 U CN205604281 U CN 205604281U
- Authority
- CN
- China
- Prior art keywords
- cushion cap
- cylinder cushion
- strength
- ring flange
- post
- 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 relates to a double entry rock long anchor rod formula foundation structure, including foundation concrete cylinder cushion cap, be equipped with the first grout post that excels in on the bottom surface of cylinder cushion cap, be equipped with first stock in the first grout post that excels in, the bottom of cylinder cushion cap is equipped with end ring flange, all pass the screw rod that excels in in the end ring flange, excel in the upper end of screw rod and pass pre -buried ring flange, pre -buried ring flange all is equipped with the leveling bolt with the bottom of end ring flange, pre -buried ring flange all is equipped with gland nut with the top of end ring flange, the leveling bolt all cooperates with gland nut and is connected the screw rod that excels in, the outside cladding of cylinder cushion cap has peripheral template, first excel in grout post and the second that is equipped with vertical circle cylinder cushion cap between the screw rod of the excelling in grout post that excels in. The utility model discloses an add in the inboard of cylinder cushion cap and establish the grout post that excels in, under the limited condition of construction scope, increase the bearing capacity on whole basis, be applicable to the limited areas of construction scope such as mountain region, rock, wide applicability.
Description
Technical field
This utility model relates to a kind of rigidity building foundation field, mainly utilizes the machine of concrete and rigid material
The foundation construction structure that tool structure is formed, is specifically related to a kind of compound rock long anchor rod type base structure.
Background technology
At present for large-scale or large equipment, including wind-driven generator, wind turbine, power transmission line, street
Illumination and advertiser, bridge pad, business signboard, highway signboard, Ski Lift etc., use more
Cast in situ concrete foundation fixes structure.But, traditional rock long anchor rod type base structure is equipped with a circle
High-strength grouting post, is arranged at the periphery of base structure, relative to rock, mountain region etc. construction landform limited and
In the case of rock distribution inequality, causing the Lack of support on basis, safety stock is inadequate, it may appear that basis
The danger toppled over.
Utility model content
The purpose of this utility model is to provide a kind of compound rock long anchor rod type base structure, at cylinder cushion cap
Outside add peripheral template, need not pull down peripheral template after cylinder cushion cap molding, substantially reduce
Duration, save construction cost.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of compound rock long anchor rod type base structure, including the base concrete cylinder formed by concrete
Cushion cap, described cylinder cushion cap is flat columned solid construction, and the outside of described cylinder cushion cap is coated with
Peripheral template, the bottom surface of described cylinder cushion cap is provided with the first high-strength grouting post along a circle distribution,
Described first high-strength grouting post vertically connects described cylinder cushion cap, coaxially sets in described first high-strength grouting post
Putting the first anchor pole, described first anchor pole is fixed on described the through described cylinder cushion cap and by pressure grouting
In one high-strength grouting post, in the bottom of described cylinder cushion cap, it is embedded with the ring flange of the horizontally disposed end,
Ring flange of the described end is arranged at the inner side of described first high-strength grouting post, and ring flange of the described end is provided with at least one
The individual equally distributed axis hole of circumferentially shape, both passes through a upwardly extending high-strength bolt, institute in described axis hole
The upper end stating high-strength bolt passes the top ring flange being arranged on described cylinder cushion cap top, described top ring flange
It is parallel to each other with end flange, between described first high-strength grouting post and high-strength bolt, is provided with vertical described cylinder
Second high-strength grouting post of cushion cap, in described second high-strength grouting post in be coaxially disposed the second anchor pole, described the
Two anchor poles through described cylinder cushion cap and are fixed in described second high-strength grouting post by pressure grouting.
Further, described second high-strength grouting post be arranged on described first high-strength grouting post and high-strength bolt it
Between center.
Further, described template is made up of around the described equally distributed subtemplate of cylinder cushion cap multiple.
Further, described subtemplate is flat board or corrugated plating.
Further, described axis hole is uniformly distributed formed figure is two concentric circulars.
Further, the outside of described high-strength bolt is provided with PVC sleeve pipe.
Further, described cylinder cushion cap is the structure of concrete support of C35-C40 label.
The beneficial effects of the utility model: this utility model is high by adding a circle in the inner side of cylinder cushion cap
Be in the milk by force post, in the case of boundary of works area is limited, increases the bearing capacity on whole basis, makes basis more steady
Gu, it is adaptable to the area that the boundary of works area such as mountain region, rock is limited, total low cost, widely applicable.
Accompanying drawing explanation
Below according to accompanying drawing, this utility model is described in further detail.
Fig. 1 is the structural representation of compound rock long anchor rod type base structure described in this utility model embodiment.
In figure:
1, cylinder cushion cap；2, the first high-strength grouting post；3, the first anchor pole；4, end ring flange；5, high
Strong screw rod；6, top ring flange；7, peripheral template；8, the second high-strength grouting post；9, the second anchor pole.
Detailed description of the invention
As it is shown in figure 1, a kind of rock length the first anchor pole 3 formula base structure of this utility model embodiment, bag
Including the base concrete cylinder cushion cap 1 formed by concrete, cylinder cushion cap 1 is flat columned solid
Structure, cylinder cushion cap 1 is the structure of the concrete support of C-C label, the outside bag of cylinder cushion cap 1
Covering one layer of peripheral template, peripheral template is made up of the zinc-plated corrugated steel template that 6 grades are big, zinc-plated ripple punching block
The plate one layer of zinc that has been the outer depth of corrugated steel, zinc coat is firm, has excellent atmospheric corrosion resistance and steam
Corrosion, by the outside of cylinder cushion cap 1 be coated with one layer of zinc-plated template layer, it is therefore prevented that steam and air
Corrosion, solve be in the big area of coastal or southern humidity for a long time and deform, the asking of deliquescing
Topic, adds the aesthetic measure of cylinder cushion cap 1 profile, and need not form removal after constructing, shorten
The cost of construction and transport, thus shorten the cost of integrated engineering.
The bottom surface of cylinder cushion cap 1 is provided with the first high-strength grouting post 2 along an even circumferential distribution, the
The one vertical connecting cylinder body cushion cap 1 of high-strength grouting post 2, the first high-strength grouting post 2 and cylinder cushion cap 1
Junction is provided with gap, is provided with foam plastics or with material section bar in gap.
Being coaxially disposed the first anchor pole 3 in first high-strength grouting post 2, the first anchor pole 3 is deformed steel bar, first
Anchor pole 3 through cylinder cushion cap 1 and is fixed in the first high-strength grouting post 2 by pressure grouting.
The inner side being in the first high-strength grouting post 2 bottom cylinder cushion cap 1 is embedded with a horizontally disposed end
Ring flange 4, end ring flange 4 is provided with the axis hole in two concentric circumferences shape distributions, both passes through one in axis hole
Individual high-strength bolt 5, makes high-strength bolt 5 be uniformly distributed two concentric circles of formation, outside high-strength bolt 5
Side is provided with PVC sleeve pipe, and the both sides up and down that high-strength bolt 5 is located at end ring flange 4 are equipped with fastening screw,
For fixing.
The upper end of high-strength bolt 5 passes the top ring flange 6 being arranged on cylinder cushion cap 1 top, pushes up ring flange 6
Width more than or equal to the cross-sectional width of end ring flange 4, owing to waiting ring flange to be used for accepting superstructure,
Need to improve its intensity, therefore from consider materials cost number, make the cross-sectional width of top ring flange than end method
The cross section width of blue dish.
First high-strength grouting post 2 is provided with second along an even circumferential distribution with the center of high-strength bolt 5
High-strength grouting post 8, the second vertical described cylinder cushion cap 1 of high-strength grouting post 8, in the second high-strength grouting post 8
In be coaxially disposed the second anchor pole 9, described second anchor pole 9 is consolidated through cylinder cushion cap 1 and by pressure grouting
It is scheduled in the second high-strength grouting post 8.
This utility model is not limited to above-mentioned preferred forms, anyone under enlightenment of the present utility model all
Other various forms of products can be drawn, no matter but in its shape or structure, make any change, every have
Same as the present application or akin technical scheme, within all falling within protection domain of the present utility model.
Claims (7)
1. a compound rock long anchor rod type base structure, including the basis formed by concrete
Concrete cylindrical cushion cap, described cylinder cushion cap is flat columned solid construction, its feature
It is: the outside of described cylinder cushion cap is coated with peripheral template, the end of described cylinder cushion cap
Face is provided with the first high-strength grouting post along a circle distribution, and described first high-strength grouting post hangs down
Direct-connected connect described cylinder cushion cap, described first high-strength grouting post be coaxially disposed the first anchor pole,
Described first anchor pole through described cylinder cushion cap and is fixed on described first by pressure grouting
In high-strength grouting post, in the bottom of described cylinder cushion cap, it is embedded with the method for the horizontally disposed end
Blue dish, ring flange of the described end is arranged at the inner side of described first high-strength grouting post, flange of the described end
Dish is provided with at least one circumferentially equally distributed axis hole of shape, both passes through one in described axis hole
Upwardly extending high-strength bolt, the upper end of described high-strength bolt is held through being arranged on described cylinder
The top ring flange at platform top, described top ring flange is parallel to each other with end flange, described first high-strength
The second high-strength grouting post of vertical described cylinder cushion cap it is provided with between grouting post and high-strength bolt,
Being coaxially disposed the second anchor pole in described second high-strength grouting post, described second anchor pole is through described
Cylinder cushion cap is also fixed in described second high-strength grouting post by pressure grouting.
Compound rock the most according to claim 1 long anchor rod type base structure, its feature
Be: described second high-strength grouting post be arranged on described first high-strength grouting post and high-strength bolt it
Between center.
Compound rock the most according to claim 1 long anchor rod type base structure, its feature
It is: described template is made up of around the described equally distributed subtemplate of cylinder cushion cap multiple.
Compound rock the most according to claim 3 long anchor rod type base structure, its feature
It is: described subtemplate is flat board or corrugated plating.
Compound rock the most according to claim 1 long anchor rod type base structure, its feature
It is: it is two concentric circulars that described axis hole is uniformly distributed formed figure.
Compound rock the most according to claim 1 long anchor rod type base structure, its feature
It is: the outside of described high-strength bolt is provided with PVC sleeve pipe.
Compound rock the most according to claim 1 long anchor rod type base structure, its feature
It is: described cylinder cushion cap is the structure of the concrete support of C35-C40 label.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521129012.0U CN205604281U (en) | 2015-12-30 | 2015-12-30 | Double entry rock long anchor rod formula foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521129012.0U CN205604281U (en) | 2015-12-30 | 2015-12-30 | Double entry rock long anchor rod formula foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604281U true CN205604281U (en) | 2016-09-28 |
Family
ID=56961099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521129012.0U Active CN205604281U (en) | 2015-12-30 | 2015-12-30 | Double entry rock long anchor rod formula foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604281U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155545A (en) * | 2019-12-25 | 2020-05-15 | 湖北瑞宏新能源设备有限公司 | Prestressed anchorage stake gravity type basis |
-
2015
- 2015-12-30 CN CN201521129012.0U patent/CN205604281U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155545A (en) * | 2019-12-25 | 2020-05-15 | 湖北瑞宏新能源设备有限公司 | Prestressed anchorage stake gravity type basis |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114604B (en) | Prestressed concrete tubular type wind generating set foundation | |
| US9359741B2 (en) | Wind turbine generator foundation with pressure-dispersive high strength pre-stressed anchors | |
| CN101691191B (en) | Self-climbing tower crane | |
| CN201326524Y (en) | Composite tower cylinder of wind turbine | |
| US20120023860A1 (en) | Adapter Configuration for a Wind Tower Lattice Structure | |
| CN201501750U (en) | Climbing mechanism of self-climbing type tower machine | |
| CN204418022U (en) | Full bolt connects assembled tool type steel pipe post pylon | |
| CN103982040A (en) | Vertical comprehensive transportation device for super high-rise building construction | |
| CN204715393U (en) | The long anchor rod type foundation structure of rock | |
| CN205604281U (en) | Double entry rock long anchor rod formula foundation structure | |
| CN202545137U (en) | Internally-prestressed planted bar connection type concrete wind power tower | |
| CN204960456U (en) | Roofing counter weight communication tower structure | |
| CN204510989U (en) | Multistage concrete towers cylinder integral structure | |
| CN103015787B (en) | Construction method of wind generating set tower and wind generating set tower | |
| CN202164620U (en) | Positioning vertical connecting structure for underframe beam of tower machine | |
| CN104652853B (en) | Quick lifting installation building structure | |
| CN205444226U (en) | Ripple cylinder rock long anchor rod formula foundation structure | |
| CN203159027U (en) | A prefabricated iron tower foundation spreader | |
| CN205604279U (en) | Reinforcement type rock long anchor rod formula foundation structure | |
| CN205399464U (en) | Foundation ring rock stock basis | |
| CN202809659U (en) | Waterproof joint for steel strand | |
| CN104453336B (en) | Base structure of high-pressure steel pipe pole | |
| CN201554033U (en) | Tower crane foundation for deep foundation ditch | |
| CN101565951B (en) | Vertical connection construction of tower mast type mechanical equipment underframe cross beam | |
| CN205444227U (en) | Strenghthened type rock long anchor rod formula foundation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |