CN203411988U - Independent medium-sized pile foundation - Google Patents
Independent medium-sized pile foundation Download PDFInfo
- Publication number
- CN203411988U CN203411988U CN201320401497.9U CN201320401497U CN203411988U CN 203411988 U CN203411988 U CN 203411988U CN 201320401497 U CN201320401497 U CN 201320401497U CN 203411988 U CN203411988 U CN 203411988U
- Authority
- CN
- China
- Prior art keywords
- foundation
- pile
- stake
- concrete
- stirrups
- 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 - Lifetime
Links
Images
Abstract
The utility model discloses an independent medium-sized pile foundation. The independent medium-sized pile foundation consists of concrete and reinforcements. Piles (2), which are formed by casting concrete, are arranged below a power transmission line iron tower (1); a reinforcement cage is arranged in each pile (2) and consists of pile main reinforcements, out-pile stirrups, in-pile stirrups, foundation bolts, ground bolt stirrups and a protective plate; the protective plate is welded on the pile main reinforcements; each pile is connected with the iron tower through the corresponding foundation bolts; a protective cap is arranged on each foundation bolt. According to the foundation, the consumption of foundation concrete is reduced, the cubic meter of dug earth and stone of a foundation pit is reduced, the floor space is reduced, the ecological environment is protected, the construction process is simple, and the cost is low.
Description
Technical field
The utility model relates to a kind of power transmission line iron tower foundation.
Background technology
At present, the pole and tower foundation of transmission line of electricity is mainly adopted as shallow foundation, and the concrete consumption on conventional basis and the earthwork of excavation of foundation pit are larger, larger to the damage area of farmland or vegetation during construction, a large amount of spoirs have also affected column foot ecological environment around, with the contradiction of environmental requirement.
Utility model content
The purpose of this utility model is to overcome the problems referred to above, and a kind of medium-sized pile foundation of independence of novel environment friendly is provided.
For achieving the above object, the technical solution adopted in the utility model is:
The medium-sized pile foundation of a kind of independence; by concrete, reinforcing bar, formed; it is characterized in that: under steel tower (1), have the stake (2) of pouring concrete; in stake (2), is furnished with reinforcing cage (3); reinforcing cage (3) by the main muscle of stake (6), stake outer stirrup (7), the interior stirrup (8) of stake, stone bolt (5), bolt stirrup (9), backplate (10) form; backplate (10) is welded on the main muscle of stake (6); stake (2) is connected with steel tower (1) by stone bolt (5), has protective cap (4) on stone bolt (5).
The utility model compared with prior art has the following advantages:
1. reduce base concrete consumption.
2. reduce the earthwork of excavation of foundation pit.
3. reduce floor space, preserve the ecological environment.
4. construction technology is simple, and cost is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of independent medium-sized pile foundation.
Fig. 2 is the floor map of Fig. 1.
Fig. 3 is an arrangement of reinforcement.
Fig. 4 is the plan view of Fig. 3.
Fig. 5 is backplate drawing of site.
Fig. 6 is backplate elevation.
Fig. 7 is backplate top view.
Icon explanation:
1. steel tower; 2.; 3. reinforcing cage; 4. protective cap; 5. stone bolt; 6. a main muscle; 7. an outer stirrup; 8. an interior stirrup; 9. bolt stirrup; 10. backplate.
The specific embodiment
Take 1A3-ZM2 steel tower as example, and Fig. 1 is the structural representation of the independent medium-sized pile foundation of the present embodiment, and Fig. 2 is the floor map of Fig. 1, and Fig. 3 is an arrangement of reinforcement, and Fig. 4 is the plan view of Fig. 3, and Fig. 5 is backplate drawing of site, and Fig. 6 is backplate elevation, and Fig. 7 is backplate top view.The present embodiment is by C25 concrete, reinforcing bar forms, under steel tower (1), there is the stake (2) of 4 pouring concretes, in single stake (2), is furnished with 1 pair of reinforcing cage (3), every pair of reinforcing cage (3) is by the main muscle of 8 pile (6), the outer stirrup (7) of 37 piles, stirrup (8) in 4 piles, 4 pairs of stone bolt (5), 4 ground bolt stirrups (9), backplate (10) forms, backplate (10) is welded on the main muscle of stake (6), backplate (10) starts downwards from 1 meter of natural ground, every 3 meters, one deck is set, single stake (2) is connected with steel tower (1) by 4 pairs of stone bolt (5).
The present embodiment boring machine adopts mechanical luoyang spade or mechanical shock to bore, and is a kind of lighting, detachable, the boring machine that should carry, just operate, be applicable to the distribution of line project tower bit linear, can improve mechanization of building operation and efficiency of construction.
The utility model has reduced base concrete consumption; Reduce the earthwork of excavation of foundation pit; Reduce floor space, preserve the ecological environment; Construction technology is simple, and cost is low.
Claims (1)
1. the medium-sized pile foundation of independence; by concrete, reinforcing bar, formed; it is characterized in that: under steel tower (1), have the stake (2) of pouring concrete; in stake (2), is furnished with reinforcing cage (3); reinforcing cage (3) by the main muscle of stake (6), stake outer stirrup (7), the interior stirrup (8) of stake, stone bolt (5), bolt stirrup (9), backplate (10) form; backplate (10) is welded on the main muscle of stake (6); stake (2) is connected with steel tower (1) by stone bolt (5), has protective cap (4) on stone bolt (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320401497.9U CN203411988U (en) | 2013-07-03 | 2013-07-03 | Independent medium-sized pile foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201320401497.9U CN203411988U (en) | 2013-07-03 | 2013-07-03 | Independent medium-sized pile foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203411988U true CN203411988U (en) | 2014-01-29 |
Family
ID=49974888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201320401497.9U Expired - Lifetime CN203411988U (en) | 2013-07-03 | 2013-07-03 | Independent medium-sized pile foundation |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203411988U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112695791A (en) * | 2020-12-18 | 2021-04-23 | 安徽省公路桥梁工程有限公司 | Loess platform landform pile foundation construction method |
CN114525806A (en) * | 2022-03-31 | 2022-05-24 | 四川电力设计咨询有限责任公司 | Iron tower single-pile combined foundation and construction method thereof |
-
2013
- 2013-07-03 CN CN201320401497.9U patent/CN203411988U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112695791A (en) * | 2020-12-18 | 2021-04-23 | 安徽省公路桥梁工程有限公司 | Loess platform landform pile foundation construction method |
CN114525806A (en) * | 2022-03-31 | 2022-05-24 | 四川电力设计咨询有限责任公司 | Iron tower single-pile combined foundation and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104110039A (en) | Fan base with pressure dispersed type arrangement high-strength pre-stressed anchor rods (cables) | |
CN202117068U (en) | Micropile plate-type composite foundation | |
CN204898672U (en) | Discard device of pulling out of pile foundation | |
CN201232193Y (en) | Wind motor tower foundation anchor pile structure on rock foundation | |
CN202519697U (en) | Steel hoop truss high pile-cap tower crane basic structure | |
CN203411988U (en) | Independent medium-sized pile foundation | |
CN201843135U (en) | Composite foundation pile in power transmission line | |
CN202090352U (en) | Deep foundation pit bracing system with steel pipe piles-self-drilling type pre-stress anchor rods | |
CN201809781U (en) | Cross shaped foundation of transmission line iron tower | |
CN201502065U (en) | Anchor rod joint excavation compound basis | |
CN201671104U (en) | Combined tower type crane base | |
CN203498860U (en) | Anchor rod foundation structure with concrete blocks for photovoltaic module brackets | |
CN203782738U (en) | Prefabricated type communication base station foundation | |
CN203613541U (en) | Driving device for vertical pipe sinking in shallow sea reclamation area | |
CN207092118U (en) | A kind of top carries the caisson composite foundation of oblique anchor pole | |
CN204125965U (en) | There is the blower foundation that pressure dispersing type arranges high-strength prestressed anchor bar/anchor cable | |
CN202194146U (en) | Single-row-pile foundation pit bracing structure | |
CN202830960U (en) | Intelligent intermittent bailing type pumping unit steel structure foundations | |
CN203514325U (en) | Foundation pit stair support system with gravity type cement cob wall in combination with single rank of piles | |
CN201588222U (en) | Superposed digging/embedding foundation | |
CN201554033U (en) | Tower crane foundation for deep foundation ditch | |
CN103498480A (en) | Cast-in-place pile foundation of solar cell panel support | |
CN203904978U (en) | Mixture reinforcing bar cast-in-place pile for foundation pit supporting | |
CN101892663A (en) | Pile foundation manufacturing method | |
CN203603162U (en) | Construction elevator load basic system based on foundation pit edge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20140129 |
|
CX01 | Expiry of patent term |