CN103225312A - Prefabricated assembled foundation of tower mast structure - Google Patents
Prefabricated assembled foundation of tower mast structure Download PDFInfo
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- CN103225312A CN103225312A CN2013101421022A CN201310142102A CN103225312A CN 103225312 A CN103225312 A CN 103225312A CN 2013101421022 A CN2013101421022 A CN 2013101421022A CN 201310142102 A CN201310142102 A CN 201310142102A CN 103225312 A CN103225312 A CN 103225312A
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- 238000003466 welding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 18
- 239000010959 steel Substances 0.000 description 18
- 239000004567 concrete Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000002950 deficient Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The invention discloses a prefabricated assembled foundation of a tower mast structure. The prefabricated assembled foundation comprises a foundation bottom plate, a foundation short column and a foundation side plate, wherein the foundation short column is fixed to the foundation bottom plate; an embedded part is arranged at the top of the foundation short column; and the foundation side plate is fixedly connected to the side surface of the foundation bottom plate. Compared with the prior art, the prefabricated assembled foundation has the remarkable benefits as follows: firstly, the prefabricated foundation is adopted, so that the field construction time is shortened and can be effectively controlled; secondly, the influence of foundation construction on surrounding environment is reduced, the efficiency of base station construction is greatly improved, and the success rate of base station construction is greatly increased; and thirdly, the foundation is prefabricated through block division, and the processes of manufacturing, transporting, mounting and the like are all simple and convenient.
Description
Technical field
The invention belongs to tower mast building technology field, relate in particular to a kind of with each member of basis by the one that is spliced such as (as securing member), assembling type base stressed, can be prefabricated jointly.
Background technology
In the existing communication technology, the main cast-in-situ steel reinforced concrete base form that adopts in the basis of tower mast structure.The cast-in-situ steel reinforced concrete basis needs multiple tracks working procedures such as formwork, reinforcing bar binding, fluid concrete, maintenance at the construction field (site), and can install portion's structure after needing the base concrete maintenance to reach design strength.Therefore, there is the defective of construction process complexity in it.In addition, the construction period on cast-in-situ concrete basis was about about 28 days, and the cycle is longer, big to the job site ambient influnence, and the basis can only disposablely use, and easily produces a large amount of building wastes, cause the wasting of resources, do not meet the environmental protection that modern society advocates and the requirement of civilized construction.
Therefore, there is above-mentioned defective, also occurs prefabricated bases that some are suitable at present, to satisfy the requirement of job site particular surroundings such as not influencing the urban district greenbelt and surrounding enviroment and duration anxiety at the basis that has tower mast structure now.This type of prefabricated basis is prefabricated in the factory, and quality is guaranteed; And generally do not need wet trade at the construction field (site), work progress is convenient, fast; Prefabricated basis can also be reused, and has met the requirement of environment protecting and power-saving and civilized construction.But because tower mast structure basic not of uniform size, when prefabricated basis was used for bigger structure, basic volume and floor space were bigger, if integral manufacturing is then made, transported, installation etc. is all very inconvenient.
Summary of the invention
At the prior art above shortcomings, the invention provides a kind of can effectively reduce job site operation and can effectively control the engineering time, with each member of basis by the one that is spliced such as (as securing member), stressed, assembling type base that can be prefabricated jointly.
For the demand that cooperates the base station to build fast, the present invention changes the tower body basis into prefabricated form by traditional site operation formula, concrete technical scheme is as follows: a kind of prefabricated assembled basis of tower mast structure, comprise sole plate, basic short column and basic side plate, described basic short column is fixed on the sole plate, and the top of described basic short column is provided with built-in fitting; Described basic side plate is fixedly connected on the side of described sole plate.
Preferably, be provided with suitable built-in fitting between the corresponding side of the side of sole plate and basic side plate, both corresponding built-in fitting welding.
Preferably, be provided with suitable built-in fitting between the corresponding side of the side of sole plate and basic side plate, the removable connection of both corresponding built-in fittings by securing member.
Preferably, the built-in fitting of sole plate is two arranges and puts, and leaves spacing between the two rows built-in fitting, and the cross section of built-in fitting is I-shaped, and has the hole on relative up and down one side; Corresponding, the basis side plate fixedly installs row's built-in fitting, and the cross section of built-in fitting is I-shaped, and its height is suitable with the spacing of two built-in fittings up and down of sole plate, it up and down respectively has the hole in both sides, and the hole of offering with two built-in fittings up and down of sole plate is corresponding respectively; The built-in fitting of basis side plate inserts up and down between corresponding two built-in fittings of sole plate, and penetrates the built-in fitting of basic side plate and the corresponding hole of built-in fitting of sole plate is fixed by securing member.
Preferably, sole plate, basic short column are respectively established one, and it is rectangular-shaped that the both is, and basic short column is on the middle part of sole plate, and the width of basic short column equates that with the width of sole plate both are T-shaped and one-body molded.
Preferably, two blocks of described basic side plates are set, two blocks of basic side plates all are rectangular-shaped, and two blocks of basic side plates are located at the both sides of described sole plate symmetrically, the length of basic side plate and sole plate, equate highly respectively.
Preferably, the built-in fitting on the described basic short column welds or removable the fixedlying connected by securing member with described tower mast.
Preferably, the built-in fitting on the sole plate is the laying of ranks arrangement mode.
At the problem that the large scale prefabricated basis of existing monolithic exists, the present invention has sought a kind of simple in structure and rational prefabricated assembled basis that forms by the assembly unit of basic piecemeal, and it is assembled into whole basis again by precast block to the job site.
Compared with prior art, the present invention has significant technique effect:
The one, the basis of adopting prefabricated form has been reduced on-site construction time and can have been controlled the engineering time effectively.
The 2nd, reduced the influence that infrastructure brings to surrounding environment, improved efficient and the success rate built a station in the base station greatly.
The 3rd, the prefabricated basis by piecemeal, processes such as its making, transportation, installation are all very easy.
Description of drawings
Fig. 1 is the perspective view of an embodiment of the present invention.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the front elevation drawing of Fig. 1.
Fig. 4 is the vertical view of Fig. 3.
Fig. 5 is the STRUCTURE DECOMPOSITION figure of an embodiment of the present invention.
The specific embodiment
Consider the requirement of basis deadweight and transport restrictions, the present invention is divided into polylith to prefabricated basis, and by connecting effectively reliably, makes each piece integral body stressed, to reach the design instructions for use.Below in conjunction with accompanying drawing the preferred embodiment of the present invention is described in detail.
Shown in Fig. 1-5, the prefabricated assembled basis of present embodiment comprises sole plate 2, basic short column 1 and two blocks of basic side plates 3, sole plate 2, basic short column 1 and two blocks of basic side plates 3 all are rectangular-shaped, basis short column 1 is on the middle part of sole plate 2, the width of basis short column 1 equates both T-shaped shapes and one-body molded with the width of sole plate 2.The top of basis short column 1 is provided with a plurality of built-in fittings or pre-buried steel member 1-1, and it is by built-in fitting or pre-buried steel structure 1-1 fixedly connected with tower mast (can be weld or by removable connections such as securing members).
Two blocks of basic side plates 3 are in the both sides of sole plate 2, the length of basic side plate 3 and sole plate 2, equate highly respectively.The two sides of sole plate 2 all fixedly install a plurality of pre-buried steel member 2-1 along its length, a plurality of steel member 2-1 are two rows, seven row and arrange, leave spacing between the two rows steel member 2-1, the cross section of steel member 2-1 is I-shaped, and have six holes on relative up and down one side, six holes are 3X2 ranks shape and arrange; Corresponding, one side of basis side plate 3 also fixedly installs row's pre-buried steel member 3-1, the cross section of steel member 3-1 is I-shaped, its height is suitable with the spacing of two steel member 2-1 up and down, it up and down respectively has six holes in both sides, and the hole of offering with two steel member 2-1 up and down is corresponding respectively.Two blocks of basic side plates 3 are located at the both sides of sole plate 2 symmetrically, and the steel member 3-1 of basic side plate 3 just inserts up and down between the two steel member 2-1 of sole plate 2, and penetrate steel member 3-1 and the corresponding hole of steel member 2-1 is fixed by securing member 4.
Above-mentioned employing detachable type connects, convenient transportation, quick for installation, and be convenient to follow-up dismounting, maintenance, replacing parts etc.Certainly, also can directly fixedly connected between steel member 3-1 and the steel member 2-1 by welding.
Certainly, the present invention is not limited to above-mentioned embodiment, no matter do any variation on its shape size, every technical scheme of utilizing basic component building block principle of the present invention to be implemented all drops within protection scope of the present invention.In a word, protection scope of the present invention should comprise those conspicuous for those of ordinary skills conversion or substitute and change shape.
Claims (8)
1. the prefabricated assembled basis of a tower mast structure is characterized in that comprising sole plate, basic short column and basic side plate, and described basic short column is fixed on the sole plate, and the top of described basic short column is provided with built-in fitting; Described basic side plate is fixedly connected on the side of described sole plate.
2. the prefabricated assembled basis of tower mast structure as claimed in claim 1 is characterized in that: be provided with suitable built-in fitting, both corresponding built-in fitting welding between the corresponding side of the side of sole plate and basic side plate.
3. the prefabricated assembled basis of tower mast structure as claimed in claim 2 is characterized in that: be provided with suitable built-in fitting, the removable connection by securing member of both corresponding built-in fittings between the corresponding side of the side of sole plate and basic side plate.
4. the prefabricated assembled basis of tower mast structure as claimed in claim 3 is characterized in that: the built-in fitting of sole plate is two arranges and puts, and leaves spacing between the two rows built-in fitting, and the cross section of built-in fitting is I-shaped, and has the hole on relative up and down one side; Corresponding, the basis side plate fixedly installs row's built-in fitting, and the cross section of built-in fitting is I-shaped, and its height is suitable with the spacing of two built-in fittings up and down of sole plate, it up and down respectively has the hole in both sides, and the hole of offering with two built-in fittings up and down of sole plate is corresponding respectively; The built-in fitting of basis side plate inserts up and down between corresponding two built-in fittings of sole plate, and penetrates the built-in fitting of basic side plate and the corresponding hole of built-in fitting of sole plate is fixed by securing member.
5. as the prefabricated assembled basis of each described tower mast structure of claim 1-4, it is characterized in that: sole plate, basic short column are respectively established one, it is rectangular-shaped that the both is, the basis short column is on the middle part of sole plate, the width of basis short column equates that with the width of sole plate both are T-shaped and one-body molded.
6. the prefabricated assembled basis of tower mast structure as claimed in claim 5, it is characterized in that: two blocks of described basic side plates are set, two blocks of basic side plates all are rectangular-shaped, two blocks of basic side plates are located at the both sides of described sole plate symmetrically, the length of basic side plate and sole plate, equate highly respectively.
7. the prefabricated assembled basis of tower mast structure as claimed in claim 5 is characterized in that: the built-in fitting on the described basic short column and described tower mast welding or removable the fixedlying connected by securing member.
8. as the prefabricated assembled basis of each described tower mast structure of claim 1-3, it is characterized in that: the built-in fitting on the sole plate is the ranks arrangement mode and lays.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310142102.2A CN103225312B (en) | 2013-04-22 | 2013-04-22 | Prefabricated assembled foundation of tower mast structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310142102.2A CN103225312B (en) | 2013-04-22 | 2013-04-22 | Prefabricated assembled foundation of tower mast structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103225312A true CN103225312A (en) | 2013-07-31 |
| CN103225312B CN103225312B (en) | 2015-07-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310142102.2A Active CN103225312B (en) | 2013-04-22 | 2013-04-22 | Prefabricated assembled foundation of tower mast structure |
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| CN (1) | CN103225312B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105151243A (en) * | 2015-10-08 | 2015-12-16 | 宁波市鄞州发辉机械科技有限公司 | Multi-functional modularized mobile offshore base |
| CN109403367A (en) * | 2018-12-07 | 2019-03-01 | 华中科技大学 | A kind of assembled case change basis and its component on site construction method |
| CN113090083A (en) * | 2021-04-09 | 2021-07-09 | 广东电网有限责任公司 | Assembly type foundation unit of total station prefabricated cabin type transformer substation base and transformer substation base |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008036934A9 (en) * | 2006-09-21 | 2008-08-28 | Ahmed Phuly | Partially prefabricated modular foundation system |
| CN201695406U (en) * | 2010-05-10 | 2011-01-05 | 电联工程技术有限公司 | Assembly foundation of prefabricated member |
| CN202401469U (en) * | 2012-01-07 | 2012-08-29 | 河北奥塔机械设备有限公司 | Connection type prefabricated communication tower foundation |
| CN202767096U (en) * | 2012-07-10 | 2013-03-06 | 湖北邮电规划设计有限公司 | Single-pole-tower precast independent foundation |
-
2013
- 2013-04-22 CN CN201310142102.2A patent/CN103225312B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008036934A9 (en) * | 2006-09-21 | 2008-08-28 | Ahmed Phuly | Partially prefabricated modular foundation system |
| CN201695406U (en) * | 2010-05-10 | 2011-01-05 | 电联工程技术有限公司 | Assembly foundation of prefabricated member |
| CN202401469U (en) * | 2012-01-07 | 2012-08-29 | 河北奥塔机械设备有限公司 | Connection type prefabricated communication tower foundation |
| CN202767096U (en) * | 2012-07-10 | 2013-03-06 | 湖北邮电规划设计有限公司 | Single-pole-tower precast independent foundation |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105151243A (en) * | 2015-10-08 | 2015-12-16 | 宁波市鄞州发辉机械科技有限公司 | Multi-functional modularized mobile offshore base |
| CN105151243B (en) * | 2015-10-08 | 2018-03-13 | 宁波市鄞州发辉机械科技有限公司 | A kind of modular multi-function sea mobile base |
| CN109403367A (en) * | 2018-12-07 | 2019-03-01 | 华中科技大学 | A kind of assembled case change basis and its component on site construction method |
| CN109403367B (en) * | 2018-12-07 | 2024-04-05 | 华中科技大学 | Assembled box transformer foundation and field construction method thereof |
| CN113090083A (en) * | 2021-04-09 | 2021-07-09 | 广东电网有限责任公司 | Assembly type foundation unit of total station prefabricated cabin type transformer substation base and transformer substation base |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103225312B (en) | 2015-07-08 |
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| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG HONGSHUN INDUSTRY CO., LTD. Free format text: FORMER OWNER: CHEN GUOLONG Effective date: 20140610 |
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Effective date of registration: 20140610 Address after: 321400 Dinghu Road, Zhejiang city of Lishui province Jinyun County town of Wu Yun No. 999 Applicant after: ZHEJIANG HONGSHUN INDUSTRY Co.,Ltd. Address before: 321400 Dinghu Road, Zhejiang city of Lishui province Jinyun County town of Wu Yun No. 999 Zhejiang Hongshun Industry Co Ltd Applicant before: Chen Guolong |
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| C14 | Grant of patent or utility model | ||
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A prefabricated assembly foundation for tower and mast structures Effective date of registration: 20231208 Granted publication date: 20150708 Pledgee: Agricultural Bank of China Limited Jinyun County sub branch Pledgor: ZHEJIANG HONGSHUN INDUSTRY Co.,Ltd. Registration number: Y2023980070071 |