CN104762986B - Beam foundation structure - Google Patents

Beam foundation structure Download PDF

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Publication number
CN104762986B
CN104762986B CN201510107245.9A CN201510107245A CN104762986B CN 104762986 B CN104762986 B CN 104762986B CN 201510107245 A CN201510107245 A CN 201510107245A CN 104762986 B CN104762986 B CN 104762986B
Authority
CN
China
Prior art keywords
plate
prefabricated pile
board
steel
location
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 - Fee Related
Application number
CN201510107245.9A
Other languages
Chinese (zh)
Other versions
CN104762986A (en
Inventor
马颖
安军峰
阎高峰
韩有才
尹学灿
李如粉
付体江
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.)
North China University of Water Resources and Electric Power
Original Assignee
North China University of Water Resources and Electric Power
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 North China University of Water Resources and Electric Power filed Critical North China University of Water Resources and Electric Power
Priority to CN201510107245.9A priority Critical patent/CN104762986B/en
Publication of CN104762986A publication Critical patent/CN104762986A/en
Application granted granted Critical
Publication of CN104762986B publication Critical patent/CN104762986B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/12Pile foundations
    • E02D27/14Pile framings, i.e. piles assembled to form the substructure

Abstract

The invention discloses a beam foundation structure. The beam foundation structure comprises a supporting plate; a prefabricated pile is vertically arranged at a position of the supporting plate, wherein the position is close to one lateral side; the prefabricated pile is fixed on the supporting plate; a connecting steel plate is horizontally arranged on the prefabricated pile; one end of the connecting steel plate penetrates the prefabricated pile to be connected with the inner wall of the supporting plate and the other end of the connecting steel plate penetrates the prefabricated pile to be fixedly connected with a positioning plate; an installation plate is arranged between the prefabricated pile and the connecting steel plate; the installation plate is fixed on the prefabricated pile and the connecting steel plate; one lateral side of the positioning plate, which is opposite to the prefabricated pile, is provided with an anchoring bolt; one end of the anchoring bolt extends into the positioning plate and the other end of the anchoring bolt penetrates the supporting plate to extend into a steel platform panel; the steel platform panel is fixedly connected with the supporting plate; the lateral side of the positioning plate, which is opposite to the prefabricated pile, is also provided with a steel protection tube; one end of the steel protection tube is connected with the positioning plate. According to the beam foundation structure, the self-weight is light, the degree of mechanization of construction is high, the bearable horizontal load capability is large, the connection performance is stable, the protection performance is high, the installation is convenient, the construction speed is high, and the service life is long.

Description

Beam base structure
Technical field
The present invention relates to a kind of building structure, particularly to a kind of beam base structure.
Background technology
The effect on beam basis is subject to the whole load that superstructure transmits, and they and substructure load are passed to Ground.Therefore, in order to increase safety and normal use, typically require ground and basis will have enough intensity, rigidity and whole , so as to not produce excessive horizontal displacement or differential settlement, compared with general building basis, beam is basic for body stability Embedding relatively deep, its reason is powerful due to the Load concentration on the basis of acting on, and shallow soil typically ratio is relatively soft in addition, is difficult to Sustain this load it is therefore necessary to basis is extended downwardly, be allowed to be placed on the higher ground of bearing capacity.But general beam Base structure self structure intensity is not high, leads to water resistant flat weight bearing power difference it is impossible to preferably bear gravity, needs it is carried out Reinforce, both increased construction cost, and be unfavorable for the raising of efficiency of construction again.
Content of the invention
The technical problem to be solved in the present invention is: overcomes the problems referred to above, provides that a kind of own wt is light, mechanization of building operation journey Degree is high, it is strong to bear horizontal loading ability, and switching performance is stable, has the beam base structure of good barrier propterty.
To achieve these goals, the technical solution used in the present invention is such that the beam base structure of the present invention, including Board, board is vertically provided with prefabricated pile at one side, and prefabricated pile is fixed on board, and prefabricated pile is transversely provided with connection Steel plate, junction steel plate one end is connected through prefabricated pile with board inwall, and its other end passes through prefabricated pile and a location-plate fixing even Connect, between prefabricated pile and junction steel plate, be provided with installing plate, installing plate is fixed on prefabricated pile and junction steel plate, and location-plate is relatively pre- The one side of stake processed is provided with anchor bolt, and anchor bolt one end extends in location-plate, and its other end extends in one through board In steel platform panel, it is fixedly connected between steel platform panel and board, location-plate is additionally provided with steel shield relative to the one side of prefabricated pile Cylinder, steel pile casting one end is connected with location-plate, and its other end is fixed on board inwall by fixing axle.
Further, as a kind of specific version, prefabricated pile of the present invention adopts reinforced concrete structure, its Top is embedded with steel plate.
Further, as a kind of specific version, board of the present invention adopts reinforced concrete structure, in it It is interspersed with bar-mat reinforcement.
Further, as a kind of specific version, it is also connected between steel platform panel of the present invention and board There is reinforcement screw.
Further, as a kind of specific version, steel pile casting of the present invention and board junction are built-in with tiltedly Support.
Further, as a kind of specific version, location-plate of the present invention is made using steel construction.
Compared with prior art, it is an advantage of the current invention that: this beam base structure own wt is light, mechanization of building operation degree High, can bear that horizontal loading ability is strong, switching performance is stable, has good barrier propterty, is conveniently installed, speed of application Hurry up, long service life.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention;
In figure: 1. board;2. prefabricated pile;3. junction steel plate;4. installing plate;5. location-plate;6. anchor bolt;7. steel shield Cylinder;8. steel platform panel.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only with Illustration illustrates the basic structure of the present invention, and therefore it only shows the composition relevant with the present invention.
The preferred embodiment of beam base structure of the present invention as shown in Figure 1, including board 1, board 1 is perpendicular at one side To being provided with prefabricated pile 2, prefabricated pile 2 is fixed on board 1, and prefabricated pile 2 is transversely provided with junction steel plate 3, junction steel plate 3 one end Be connected through prefabricated pile 2 with board 1 inwall, its other end is fixedly connected through prefabricated pile 2 with a location-plate 5, prefabricated pile 2 with even Connect and between steel plate 3, be provided with installing plate 4, installing plate 4 is fixed on prefabricated pile 2 and junction steel plate 3, location-plate 5 prefabricated pile 2 relatively One side is provided with anchor bolt 6, and anchor bolt 6 one end extends in location-plate 5, and its other end extends in a steel through board 1 In platform panel 8, it is fixedly connected between steel platform panel 8 and board 1, the one side of location-plate 5 prefabricated pile 2 relatively is additionally provided with steel Casing 7, steel pile casting 7 one end is connected with location-plate 5, and its other end is fixed on board 1 inwall by fixing axle, described prefabricated pile 2 adopt reinforced concrete structure, and its top is embedded with steel plate, and described board 1 adopts reinforced concrete structure, is interspersed with steel in it Muscle net, is also associated between described steel platform panel 8 and board 1 strengthening screw, described steel pile casting 7 is built-in with board 1 junction There is diagonal brace, described location-plate 5 is made using steel construction.
The beam base structure own wt of the present invention is light, mechanization of building operation degree is high, it is strong, even to bear horizontal loading ability Connect stable performance, there is good barrier propterty, conveniently installed, speed of application is fast, long service life.Described prefabricated pile 2 Using reinforced concrete structure, its top is embedded with steel plate, improves the support performance of prefabricated pile 2;Described steel platform panel 8 with It is also associated between board 1 strengthening screw, stiffening effect is clearly;Support performance can effectively be lifted;Positioning performance is good.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention The content that property scope is not limited in description it is necessary to determine its technical scope according to right.

Claims (4)

1. a kind of beam base structure, including board it is characterised in that: board is vertically provided with prefabricated pile at one side, in advance Stake processed is fixed on board, and prefabricated pile is transversely provided with junction steel plate, and junction steel plate one end passes through prefabricated pile with board inwall even Connect, its other end is fixedly connected through prefabricated pile with a location-plate, is provided with installing plate, installing plate between prefabricated pile and junction steel plate It is fixed on prefabricated pile and junction steel plate, location-plate is provided with anchor bolt relative to the one side of prefabricated pile, and anchor bolt one end is prolonged Stretch in location-plate, its other end extends in a steel platform panel through board, the company of fixation between steel platform panel and board Connect, location-plate is additionally provided with steel pile casting relative to the one side of prefabricated pile, steel pile casting one end is connected with location-plate, its other end passes through solid Dead axle is fixed on board inwall;Described prefabricated pile adopts reinforced concrete structure, and its top is embedded with steel plate;Described board is adopted With reinforced concrete structure, in it, it is interspersed with bar-mat reinforcement.
2. beam base structure according to claim 1 it is characterised in that: be also connected between described steel platform panel and board There is reinforcement screw.
3. beam base structure according to claim 1 it is characterised in that: described steel pile casting and board junction are built-in with tiltedly Support.
4. beam base structure according to claim 1 it is characterised in that: described location-plate is made using steel construction.
CN201510107245.9A 2015-03-12 2015-03-12 Beam foundation structure Expired - Fee Related CN104762986B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510107245.9A CN104762986B (en) 2015-03-12 2015-03-12 Beam foundation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510107245.9A CN104762986B (en) 2015-03-12 2015-03-12 Beam foundation structure

Publications (2)

Publication Number Publication Date
CN104762986A CN104762986A (en) 2015-07-08
CN104762986B true CN104762986B (en) 2017-01-18

Family

ID=53645053

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510107245.9A Expired - Fee Related CN104762986B (en) 2015-03-12 2015-03-12 Beam foundation structure

Country Status (1)

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CN (1) CN104762986B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109629589B (en) * 2018-12-29 2024-01-16 国网山东省电力公司烟台供电公司 Inserted prefabricated pile foundation

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006265999A (en) * 2005-03-25 2006-10-05 Koyama Kosakusho:Kk Basic structure of independent pile without basic beam
CN201459745U (en) * 2009-07-16 2010-05-12 招商局重庆交通科研设计院有限公司 Bridge pier steel cofferdam with crashproof function
CN202194143U (en) * 2011-09-02 2012-04-18 中铁上海工程局有限公司 Cofferdam steel sheet pile construction guiding structure in deep water
CN203808094U (en) * 2014-03-28 2014-09-03 上海绿地建设(集团)有限公司 Adjustable tower crane steel platform foundation
CN204662477U (en) * 2015-03-12 2015-09-23 成都迅德科技有限公司 Beam foundation structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006265999A (en) * 2005-03-25 2006-10-05 Koyama Kosakusho:Kk Basic structure of independent pile without basic beam
CN201459745U (en) * 2009-07-16 2010-05-12 招商局重庆交通科研设计院有限公司 Bridge pier steel cofferdam with crashproof function
CN202194143U (en) * 2011-09-02 2012-04-18 中铁上海工程局有限公司 Cofferdam steel sheet pile construction guiding structure in deep water
CN203808094U (en) * 2014-03-28 2014-09-03 上海绿地建设(集团)有限公司 Adjustable tower crane steel platform foundation
CN204662477U (en) * 2015-03-12 2015-09-23 成都迅德科技有限公司 Beam foundation structure

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C06 Publication
PB01 Publication
EXSB Decision made by sipo to initiate substantive examination
SE01 Entry into force of request for substantive examination
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Ma Ying

Inventor after: An Junfeng

Inventor after: Yan Gaofeng

Inventor after: Han Youcai

Inventor after: Yin Xuecan

Inventor after: Li Rufen

Inventor after: Fu Tijiang

Inventor before: Gong Suhua

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20161202

Address after: 450045 North China Water Conservancy and hydropower University, 36 North Ring Road, Jinshui District, Henan, Zhengzhou

Applicant after: North University of Water Resource and Electric Power

Applicant after: An Junfeng

Applicant after: Yan Gaofeng

Applicant after: Han Youcai

Applicant after: Yin Xuecan

Applicant after: Li Rufen

Applicant after: Fu Tijiang

Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 18 floor No. 1846

Applicant before: CHENGDU XUNDE TECHNOLOGY CO., LTD.

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170118

Termination date: 20180312

CF01 Termination of patent right due to non-payment of annual fee