CN106436738A - Ground prefabricated foundation of communication tower and mounting method of ground prefabricated foundation - Google Patents
Ground prefabricated foundation of communication tower and mounting method of ground prefabricated foundation Download PDFInfo
- Publication number
- CN106436738A CN106436738A CN201610730856.3A CN201610730856A CN106436738A CN 106436738 A CN106436738 A CN 106436738A CN 201610730856 A CN201610730856 A CN 201610730856A CN 106436738 A CN106436738 A CN 106436738A
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- CN
- China
- Prior art keywords
- foundation
- strip footing
- steel framework
- communication tower
- framework beam
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention provides a ground prefabricated foundation of a communication tower and a mounting method of the ground prefabricated foundation. The ground prefabricated foundation of the communication tower comprises a plurality of strip-shaped foundation bodies which are distributed at equal intervals in parallel and a plurality of foundation steel frame beams which are distributed at equal intervals in parallel. The foundation steel frame beams are perpendicular to the strip-shaped foundation bodies. Each foundation steel frame beam is fixed to all the strip-shaped foundation bodies through prearranged bolts on the strip-shaped foundation bodies. By adoption of the ground prefabricated foundation of the communication tower and the mounting method of the ground prefabricated foundation, the problem that in the prior art, the cycle of field pouring of reinforced concrete is long is solved, the cycle is greatly shortened; and meanwhile, the transportation workload is reduced, and labor and cost are saved.
Description
Technical field
The present invention relates to communication equipment field, specifically a kind of communication tower ground type prefabricated foundation and its installation method.
Background technology
In existing communication tower manufacturing technology, commonly used cast-in-situ steel reinforced concrete basis.This foundation construction method construction week
Phase is long, scene discharge mud, sewage, destroys greening and damages road.
Traditional method foundation construction needs to excavate, pouring, natural curing 20-28 days etc., and reinforced concrete foundation easily produces
Raw building waste, larger to job site environmental effect.
Content of the invention
The present invention is in order to solve problem of the prior art, there is provided a kind of communication tower ground type prefabricated foundation, solves original
The problem of the cycle length of armored concrete concreting in site, and substantially reduce the cycle, also save transport amount, section simultaneously
About artificial and cost.
The invention provides a kind of communication tower ground type prefabricated foundation, strip footing including the distribution of some equidistant parallels and
The basic steel framework beam of some equidistant parallels distribution, described basic steel framework beam is vertical with strip footing, every pile foundation steel framework beam and
All fixed by the default bolt in strip footing between all of strip footing.
Improve further, described strip footing two ends are fixed with hanger.
Present invention also offers a kind of installation method of communication tower ground type prefabricated foundation, comprise the following steps：
1）Excavation pit, foundation ditch dig good utilisation stone bottom of foundation ditch is tamped smooth；
2）Strip footing is sling by the hanger at strip footing two ends and is positioned over bottom of foundation ditch by loop wheel machine successively, makes some bar shaped bases
Plinth equidistant parallel is distributed；
3）Basic steel framework beam of slinging successively is positioned in basic blocks by the default bolt position of strip footing block, makes basic steel framework beam
Vertical with strip footing；
4）The basic steel framework beam of adjustment and the horizontal reference of strip footing.
The present invention has the beneficial effects that：
1st, shorten the cycle of engineering construction it is ensured that engineering is finished on schedule, to reach the requirement of base station Fast Construction.Simultaneously permissible
Solve the problems, such as that prefabricated foundation repeats to recycle, using the fabrication and installation mode more energy-conserving and environment-protective of prefabricated foundation, in economy
Developed regions and ecological protection are preferably regional, and range is wider.
2nd, decrease the destruction that capital construction brings to surrounding, minimum to ecology influence, using light energy-saving material
Factory's intensive manufacture makes, and reducing site operation is affected and mud, sewage discharge by rainy weather, and energy saving saves material
Material and transport amount 30-50%, can be used repeatedly, substantially increase the success rate of capital construction；Factorial praluction,
Standardized designs, live quick assembling is more efficient, environmental protection, energy-conservation.
Brief description
Fig. 1 is communication tower ground type prefabricated foundation structural representation.
Specific embodiment
The invention provides a kind of communication tower ground type prefabricated foundation, its structure is as shown in figure 1, include some equidistant parallels
The strip footing 1 of distribution and the basic steel framework beam 2 of some equidistant parallels distribution, described basic steel framework beam 2 is hung down with strip footing 1
Directly, all fixed by the default bolt in strip footing 1 between every pile foundation steel framework beam 2 and all of strip footing 1.
Improve further, described strip footing 1 two ends are fixed with hanger.
Present invention also offers a kind of installation method of communication tower ground type prefabricated foundation, comprise the following steps：
1）Excavation pit, foundation ditch dig good utilisation stone bottom of foundation ditch is tamped smooth；
2）Strip footing is sling by the hanger at strip footing two ends and is positioned over bottom of foundation ditch by loop wheel machine successively, makes some bar shaped bases
Plinth equidistant parallel is distributed；
3）Basic steel framework beam of slinging successively is positioned in basic blocks by the default bolt position of strip footing block, makes basic steel framework beam
Vertical with strip footing；
4）The basic steel framework beam of adjustment and the horizontal reference of strip footing.
Concrete application approach of the present invention is a lot, the above be only the preferred embodiment of the present invention it is noted that for
For those skilled in the art, under the premise without departing from the principles of the invention, some improvement can also be made, this
A little improvement also should be regarded as protection scope of the present invention.
Claims (3)
1. a kind of communication tower ground type prefabricated foundation it is characterised in that：Strip footing including the distribution of some equidistant parallels（1）With
The basic steel framework beam of some equidistant parallel distributions（2）, described basic steel framework beam（2）With strip footing（1）Vertically, every pile foundation
Steel framework beam（2）With all of strip footing（1）Between all by strip footing（1）On default bolt fix.
2. communication tower ground type prefabricated foundation according to claim 1 it is characterised in that：Described strip footing（1）Two
End is fixed with hanger.
3. a kind of installation method of communication tower ground type prefabricated foundation is it is characterised in that comprise the following steps：
1）Excavation pit, foundation ditch dig good utilisation stone bottom of foundation ditch is tamped smooth；
2）Strip footing is sling by the hanger at strip footing two ends and is positioned over bottom of foundation ditch by loop wheel machine successively, makes some bar shaped bases
Plinth equidistant parallel is distributed；
3）Basic steel framework beam of slinging successively is positioned in basic blocks by the default bolt position of strip footing block, makes basic steel framework beam
Vertical with strip footing；
4）The basic steel framework beam of adjustment and the horizontal reference of strip footing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610730856.3A CN106436738A (en) | 2016-08-26 | 2016-08-26 | Ground prefabricated foundation of communication tower and mounting method of ground prefabricated foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610730856.3A CN106436738A (en) | 2016-08-26 | 2016-08-26 | Ground prefabricated foundation of communication tower and mounting method of ground prefabricated foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106436738A true CN106436738A (en) | 2017-02-22 |
Family
ID=58182919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610730856.3A Pending CN106436738A (en) | 2016-08-26 | 2016-08-26 | Ground prefabricated foundation of communication tower and mounting method of ground prefabricated foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106436738A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625387A (en) * | 2018-04-02 | 2018-10-09 | 国网浙江省电力有限公司台州供电公司 | A kind of power transmission tower lath mortise and tenon assembling type base and construction method |
| CN109594838A (en) * | 2018-12-27 | 2019-04-09 | 河南省信息咨询设计研究有限公司 | A kind of ruggedized construction of single-tube communication tower |
| CN112195955A (en) * | 2020-09-11 | 2021-01-08 | 中国人民解放军63921部队 | Plane cross integral stage foundation capable of adapting to stage position change |
| CN117988601A (en) * | 2024-04-07 | 2024-05-07 | 成都中品建设工程有限公司 | Assembled functional building and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002256573A (en) * | 2001-03-02 | 2002-09-11 | Chubu Electric Power Co Inc | Foundation for existing foundation reinforcing steel tower and construction method for it |
| CN201343738Y (en) * | 2008-11-20 | 2009-11-11 | 新疆电力设计院 | Prefabricated lath composite base |
| CN103850265A (en) * | 2014-03-03 | 2014-06-11 | 中联重科股份有限公司 | Prefabricated assembled tower crane foundation |
| CN206110160U (en) * | 2016-08-26 | 2017-04-19 | 江苏铭远杆塔有限公司 | Communication tower ground prefabricated basis of formula |
-
2016
- 2016-08-26 CN CN201610730856.3A patent/CN106436738A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002256573A (en) * | 2001-03-02 | 2002-09-11 | Chubu Electric Power Co Inc | Foundation for existing foundation reinforcing steel tower and construction method for it |
| CN201343738Y (en) * | 2008-11-20 | 2009-11-11 | 新疆电力设计院 | Prefabricated lath composite base |
| CN103850265A (en) * | 2014-03-03 | 2014-06-11 | 中联重科股份有限公司 | Prefabricated assembled tower crane foundation |
| CN206110160U (en) * | 2016-08-26 | 2017-04-19 | 江苏铭远杆塔有限公司 | Communication tower ground prefabricated basis of formula |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625387A (en) * | 2018-04-02 | 2018-10-09 | 国网浙江省电力有限公司台州供电公司 | A kind of power transmission tower lath mortise and tenon assembling type base and construction method |
| CN109594838A (en) * | 2018-12-27 | 2019-04-09 | 河南省信息咨询设计研究有限公司 | A kind of ruggedized construction of single-tube communication tower |
| CN112195955A (en) * | 2020-09-11 | 2021-01-08 | 中国人民解放军63921部队 | Plane cross integral stage foundation capable of adapting to stage position change |
| CN117988601A (en) * | 2024-04-07 | 2024-05-07 | 成都中品建设工程有限公司 | Assembled functional building and construction method thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170222 |