CN203411988U - Independent medium-sized pile foundation - Google Patents

Independent medium-sized pile foundation Download PDF

Info

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
Application number
CN201320401497.9U
Other languages
Chinese (zh)
Inventor
彭彦博
雷继革
李海强
胡涛
裴立波
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.)
YUNCHENG POWER SUPPLY Co OF SHANXI ELECTRIC POWER Corp
State Grid Corp of China SGCC
Original Assignee
YUNCHENG POWER SUPPLY Co OF SHANXI ELECTRIC POWER Corp
State Grid Corp of China SGCC
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 YUNCHENG POWER SUPPLY Co OF SHANXI ELECTRIC POWER Corp, State Grid Corp of China SGCC filed Critical YUNCHENG POWER SUPPLY Co OF SHANXI ELECTRIC POWER Corp
Priority to CN201320401497.9U priority Critical patent/CN203411988U/en
Application granted granted Critical
Publication of CN203411988U publication Critical patent/CN203411988U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Independent medium-sized pile foundation
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).
CN201320401497.9U 2013-07-03 2013-07-03 Independent medium-sized pile foundation Expired - Lifetime CN203411988U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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