CN103225312B - Prefabricated assembled foundation of tower mast structure - Google Patents

Prefabricated assembled foundation of tower mast structure Download PDF

Info

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
Application number
CN201310142102.2A
Other languages
Chinese (zh)
Other versions
CN103225312A (en
Inventor
陈国龙
殷景成
吴海涛
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.)
Zhejiang Hongshun Industry Co., Ltd.,
Original Assignee
ZHEJIANG HONGSHUN INDUSTRY Co Ltd
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 ZHEJIANG HONGSHUN INDUSTRY Co Ltd filed Critical ZHEJIANG HONGSHUN INDUSTRY Co Ltd
Priority to CN201310142102.2A priority Critical patent/CN103225312B/en
Publication of CN103225312A publication Critical patent/CN103225312A/en
Application granted granted Critical
Publication of CN103225312B publication Critical patent/CN103225312B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

A kind of prefabricated assembled basis of tower mast structure
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.
CN201310142102.2A 2013-04-22 2013-04-22 Prefabricated assembled foundation of tower mast structure Active CN103225312B (en)

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 (2)

* Cited by examiner, † Cited by third party
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
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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
CN202969586U (en) Prefabricated concrete beam-column anchor welding combined structure
CN203307840U (en) Integral horizontal moving type formwork construction device for strip-shaped constant-cross-section concrete structure
CN103215894B (en) Portable interim prestressed stretch-draw anchor block
CN103397727A (en) Connection structure of building steel beam and composite floor slab
CN202672351U (en) Sunk key type prefabricated component connected node
CN103225312B (en) Prefabricated assembled foundation of tower mast structure
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
CN201738597U (en) Sectional steel and steel pipe combined type support system of beam with high and large cross section
CN201671063U (en) Movable steel base for construction precast beams and standard knot thereof
CN203475609U (en) Connecting structure of composite floor slab and steel tube shear wall of building
CN201695406U (en) Assembly foundation of prefabricated member
CN103572891B (en) A kind of pregroove plate
CN203334304U (en) Prefabricated assembly type foundation
CN203383563U (en) Fast assembled communication iron tower
CN203475665U (en) Connecting structure of steel beam and composite floor slab of building
CN204001330U (en) A kind of steel work floor
CN203373754U (en) Angle brace bracket of inner support system of high-rigidity integrated prestress assembled type foundation pit support
CN103437493B (en) Connecting node of prefabricated reinforced concrete beam and construction method of connecting node
CN102051929A (en) Block masonry wall configured with steel ribs and manufacture method thereof
CN204960366U (en) Tunnel passes through device that underpins of existing large diameter pile building
CN203960894U (en) The quick communication base station of municipal administration basis
CN103452111A (en) Steel stranded wire anchor gear installing device and connecting component of steel stranded wire anchor gear installing device
CN103541492A (en) Precast concrete member

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