CN103225312B - Prefabricated assembled foundation of tower mast structure - Google Patents
Prefabricated assembled foundation of tower mast structure Download PDFInfo
- Publication number
- CN103225312B CN103225312B CN201310142102.2A CN201310142102A CN103225312B CN 103225312 B CN103225312 B CN 103225312B CN 201310142102 A CN201310142102 A CN 201310142102A CN 103225312 B CN103225312 B CN 103225312B
- Authority
- CN
- China
- Prior art keywords
- built
- sole plate
- fitting
- basis
- basic
- 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
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 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
- 230000007547 defect 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
- 230000007423 decrease Effects 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
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
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, particularly relate to a kind of by each for basis component by (as securing member etc.) be spliced one, stressed, can be prefabricated assembling type base jointly.
Background technology
In the existing communication technology, the foundation main of tower mast structure will adopt cast-in-situ steel reinforced concrete base form.Cast-in-situ steel reinforced concrete basis needs the 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 base concrete maintenance to reach design strength.Therefore, there is the defect of construction process complexity in it.In addition, the construction period of cast in situ concrete foundation is about about 28 days, and the cycle is longer, large to job site ambient influnence, and basis can only single use, easily produces a large amount of building waste, cause the wasting of resources, do not meet the requirement of environmental protection that modern society advocates and civilized construction.
Therefore, there is above-mentioned defect in the basis for existing tower mast structure, also occurs the prefabricated basis that some are suitable at present, to meet the requirement not affecting the job site particular surroundings such as Urban Greening band and surrounding enviroment and duration anxiety.This type of prefabricated foundation is prefabricated in the factory, and quality is guaranteed; And generally not needing wet trade at the construction field (site), work progress is convenient, fast; Prefabricated foundation can also be reused, and has met the requirement of environment protecting and power-saving and civilized construction.But, because the basis of tower mast structure is not of uniform size, when prefabricated foundation is used for larger structure, basis volume and floor space larger, if integral manufacturing, then make, transport, installation etc. is all very inconvenient.
Summary of the invention
For prior art above shortcomings, the invention provides one and effectively can reduce job site operation and effectively can control the engineering time, each for basis component to be spliced one, jointly stressed, assembling type base that can be prefabricated by (as securing member etc.).
In order to coordinate the demand of base station Fast Construction, the present invention changes tower body basis as preformed patterns into 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 sole plate, and the top of described basic short column arranges built-in fitting; Described basic side plate is fixedly connected on the side of described sole plate.
Preferably, between the side of sole plate and the corresponding side of basic side plate, be provided with suitable built-in fitting, both corresponding built-in fitting welding.
Preferably, between the side of sole plate and the corresponding side of basic side plate, be provided with suitable built-in fitting, the removable connection by securing member of both corresponding built-in fittings.
Preferably, the built-in fitting of sole plate is that two arrangements are put, and leave spacing between two rows built-in fitting, the cross section of built-in fitting is I-shaped, and opposing upper and lower on have hole; Corresponding, basis side plate is fixedly installed 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, its upper and lower both sides respectively have hole, corresponding with the hole that two built-in fittings up and down of sole plate are offered respectively; The built-in fitting of basis side plate inserts between the two corresponding up and down built-in fittings of sole plate, and the built-in fitting being penetrated basic side plate by the securing member hole corresponding with the built-in fitting of sole plate and fixing.
Preferably, sole plate, basic short column respectively establish one, and both in rectangular-shaped, basic short column is on the middle part of sole plate, and the width of basic short column is equal with the width of sole plate, and both are T-shaped and one-body molded.
Preferably, arrange the basic side plate described in two pieces, two blocks of basic side plates are all rectangular-shaped, and the both sides of described sole plate are located at symmetrically by two blocks of basic side plates, and basic side plate is equal with the length of sole plate, highly difference.
Preferably, the built-in fitting on described basic short column welds with described tower mast or removablely by securing member to be fixedly connected with.
Preferably, the built-in fitting on sole plate is that ranks arrangement mode is laid.
For the large scale prefabricated basic Problems existing of existing monolithic, the present invention has found a kind of structure prefabricated assembled basis that is simple and that reasonably formed by the assembled of basic piecemeal, and it is assembled into overall basis again by precast block to job site.
Compared with prior art, the present invention has significant technique effect:
One is the basis adopting preformed patterns, decreases on-site construction time and effectively can control the engineering time.
Two are the reduction of the impact that infrastructure brings to surrounding environment, substantially increase the efficiency and success rate of building a station base station.
Three is prefabricated foundations by piecemeal, and the processes such as its making, transport, installation are all very easy.
Accompanying drawing explanation
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 top view of Fig. 3.
Fig. 5 is the STRUCTURE DECOMPOSITION figure of an embodiment of the present invention.
Detailed description of the invention
Consider the requirement of basis deadweight and transport restrictions, the present invention is divided into polylith prefabricated foundation, and by effectively reliably connecting, makes each piece of entirety stressed, to reach design instructions for use.Below in conjunction with accompanying drawing, the preferred embodiment of the present invention is described in detail.
As Figure 1-5, the prefabricated assembled basis of the 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 are all rectangular-shaped, basis short column 1 is on the middle part of sole plate 2, the width of basis short column 1 is equal with the width of sole plate 2, both T-shaped shapes and one-body molded.The top of basis short column 1 arranges multiple built-in fitting or pre-buried steel component 1-1, and it is fixedly connected with tower mast (can be weld or be connected by securing member etc. is removable) by built-in fitting or pre-buried steel structure 1-1.
Two blocks of basic side plates 3 are in the both sides of sole plate 2, and basic side plate 3 is equal with the length of sole plate 2, highly difference.The two sides of sole plate 2 are all fixedly installed multiple pre-buried steel component 2-1 along its length, multiple steel beam column 2-1 is that two row seven row are arranged, spacing is left between two rows steel beam column 2-1, the cross section of steel beam column 2-1 is I-shaped, and one side opposing upper and lower having six holes, six holes are that 3X2 ranks shape is arranged; Corresponding, one side of basis side plate 3 is also fixedly installed row's pre-buried steel component 3-1, the cross section of steel beam column 3-1 is I-shaped, its height is suitable with the spacing of upper and lower two steel beam column 2-1, its upper and lower both sides respectively have six holes, corresponding with the hole that upper and lower two steel beam column 2-1 offer respectively.The both sides of sole plate 2 are located at symmetrically by two blocks of basic side plates 3, and the steel beam column 3-1 of basic side plate 3 just inserts up and down between two steel beam column 2-1 of sole plate 2, and penetrates the steel beam column 3-1 hole corresponding with steel beam column 2-1 by securing member 4 and fix.
Above-mentioned employing detachable type connects, convenient transport, quick for installation, and is convenient to follow-up dismounting, maintenance, replacing parts etc.Certainly, also can directly be fixedly connected with by welding between steel beam column 3-1 with steel beam column 2-1.
Certainly, the present invention is not limited to above-mentioned embodiment, no matter do any change on its shape size, every technical scheme utilizing basic component building block principle of the present invention to implement, all drops within protection scope of the present invention.In a word, protection scope of the present invention should comprise those for those of ordinary skills apparent conversion or substitute and change shape.
Claims (10)
1. a prefabricated assembled basis for tower mast structure, it is characterized in that comprising sole plate, basic short column and basic side plate, described basic short column is fixed on sole plate, and the top of described basic short column arranges built-in fitting; Described basic side plate is fixedly connected on the side of described sole plate; Suitable built-in fitting is provided with, the removable connection by securing member of both corresponding built-in fittings between the side of sole plate and the corresponding side of basic side plate; The built-in fitting of sole plate is that two arrangements are put, and leave spacing between two rows built-in fitting, the cross section of built-in fitting is I-shaped, and opposing upper and lower on have hole; Corresponding, basis side plate is fixedly installed 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, its upper and lower both sides respectively have hole, corresponding with the hole that two built-in fittings up and down of sole plate are offered respectively; The built-in fitting of basis side plate inserts between the two corresponding up and down built-in fittings of sole plate, and the built-in fitting being penetrated basic side plate by the securing member hole corresponding with the built-in fitting of sole plate and fixing.
2. the prefabricated assembled basis of tower mast structure as claimed in claim 1, it is characterized in that: sole plate, basic short column respectively establish one, both in rectangular-shaped, basis short column is on the middle part of sole plate, the width of basis short column is equal with the width of sole plate, and both are T-shaped and one-body molded.
3. the prefabricated assembled basis of tower mast structure as claimed in claim 2, it is characterized in that: the basic side plate described in two pieces is set, two blocks of basic side plates are all rectangular-shaped, the both sides of described sole plate are located at symmetrically by two blocks of basic side plates, and basic side plate is equal with the length of sole plate, highly difference.
4. the prefabricated assembled basis of tower mast structure as claimed in claim 2, is characterized in that: the built-in fitting on described basic short column welds with described tower mast or removablely by securing member to be fixedly connected with.
5. the prefabricated assembled basis of tower mast structure as claimed in claim 1, is characterized in that: the built-in fitting on sole plate is that ranks arrangement mode is laid.
6. a prefabricated assembled basis for tower mast structure, it is characterized in that comprising sole plate, basic short column and basic side plate, described basic short column is fixed on sole plate, and the top of described basic short column arranges built-in fitting; Described basic side plate is fixedly connected on the side of described sole plate; Suitable built-in fitting is provided with, both corresponding built-in fitting welding between the side of sole plate and the corresponding side of basic side plate; The built-in fitting of sole plate is that two arrangements are put, and leave spacing between two rows built-in fitting, the cross section of built-in fitting is I-shaped, and opposing upper and lower on have hole; Corresponding, basis side plate is fixedly installed 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, its upper and lower both sides respectively have hole, corresponding with the hole that two built-in fittings up and down of sole plate are offered respectively; The built-in fitting of basis side plate inserts between the two corresponding up and down built-in fittings of sole plate.
7. the prefabricated assembled basis of tower mast structure as claimed in claim 1, it is characterized in that: sole plate, basic short column respectively establish one, both in rectangular-shaped, basis short column is on the middle part of sole plate, the width of basis short column is equal with the width of sole plate, and both are T-shaped and one-body molded.
8. the prefabricated assembled basis of tower mast structure as claimed in claim 7, it is characterized in that: the basic side plate described in two pieces is set, two blocks of basic side plates are all rectangular-shaped, the both sides of described sole plate are located at symmetrically by two blocks of basic side plates, and basic side plate is equal with the length of sole plate, highly difference.
9. the prefabricated assembled basis of tower mast structure as claimed in claim 7, is characterized in that: the built-in fitting on described basic short column welds with described tower mast or removablely by securing member to be fixedly connected with.
10. the prefabricated assembled basis of tower mast structure as claimed in claim 5, is characterized in that: the built-in fitting on sole plate is that ranks arrangement mode is laid.
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 CN103225312A (en) | 2013-07-31 |
| CN103225312B true CN103225312B (en) | 2015-07-08 |
Family
ID=48835937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310142102.2A Active CN103225312B (en) | 2013-04-22 | 2013-04-22 | Prefabricated assembled foundation of tower mast structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103225312B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103225312A (en) | 2013-07-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103215894B (en) | Portable interim prestressed stretch-draw anchor block | |
| CN203307840U (en) | Integral horizontal moving type formwork construction device for strip-shaped constant-cross-section concrete structure | |
| CN102477781A (en) | Assembled integral type steel-concrete superposed member and manufacturing method thereof | |
| CN103225312B (en) | Prefabricated assembled foundation of tower mast structure | |
| CN202672351U (en) | Sunk key type prefabricated component connected node | |
| CN205024833U (en) | Reinforcing bar concrete combination prefabricated component | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN203475665U (en) | Connecting structure of steel beam and composite floor slab of building | |
| CN202913337U (en) | Prestress combination box girder composed of concrete frange plates and corrugated steel webs | |
| CN202482887U (en) | Concrete precast-assemble foundation | |
| CN204825945U (en) | A fixture for fixing buried bolt in advance | |
| CN203334304U (en) | Prefabricated assembly type foundation | |
| CN201671063U (en) | Movable steel base for construction precast beams and standard knot thereof | |
| CN203960894U (en) | The quick communication base station of municipal administration basis | |
| CN201695406U (en) | Assembly foundation of prefabricated member | |
| CN203475609U (en) | Connecting structure of composite floor slab and steel tube shear wall of building | |
| CN102051929A (en) | Block masonry wall configured with steel ribs and manufacture method thereof | |
| CN104947804A (en) | Steel bracket and construction method for constructing beam column joint structure through steel bracket | |
| CN203383563U (en) | Fast assembled communication iron tower | |
| CN203213022U (en) | Mobile temporary prestress tensioning anchor block | |
| CN204001330U (en) | A kind of steel work floor | |
| CN203441094U (en) | Embedded part of hydraulic climbing formwork | |
| CN203373754U (en) | Angle brace bracket of inner support system of high-rigidity integrated prestress assembled type foundation pit support | |
| CN108277918B (en) | Assembled type toothed joint edge-punched steel sheet ribbed floor | |
| CN204960366U (en) | Tunnel passes through device that underpins of existing large diameter pile building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG HONGSHUN INDUSTRY CO., LTD. Free format text: FORMER OWNER: CHEN GUOLONG Effective date: 20140610 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
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 |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| 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 |