CN201485860U - Steel structural house foundation framework - Google Patents

Steel structural house foundation framework Download PDF

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Publication number
CN201485860U
CN201485860U CN2009201681688U CN200920168168U CN201485860U CN 201485860 U CN201485860 U CN 201485860U CN 2009201681688 U CN2009201681688 U CN 2009201681688U CN 200920168168 U CN200920168168 U CN 200920168168U CN 201485860 U CN201485860 U CN 201485860U
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CN
China
Prior art keywords
steel
foundation
steel column
ground layer
house
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
CN2009201681688U
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Chinese (zh)
Inventor
朱生根
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.)
Hangzhou Shengda Steel Structure Manufacturing Co., Ltd.
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朱生根
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Publication date
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Priority to CN2009201681688U priority Critical patent/CN201485860U/en
Application granted granted Critical
Publication of CN201485860U publication Critical patent/CN201485860U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a foundation framework, in particular to a steel structural house foundation framework. The foundation framework mainly solves the technical problems that in the prior art, the house foundation is not firm; when rain, earthquake and other geologic disasters occur, the house foundation is easy to be washed away so as to cause hidden trouble of safety, and the like. The foundation framework comprises a foundation layer (1) enclosed into a rectangular frame; the foundation framework is characterized in that a turning part of the foundation layer (1) is connected with an upright first steel pole (2); the inside of the foundation layer (1) is provided with a horizontal second steel pole (3) of which the section is rectangular; the base of the second steel pole is connected with a steel pedestal (4); and the width of the steel pedestal is more than that of the second steel pole.

Description

Steel house ground mechanism
Technical field
The utility model relates to a kind of ground mechanism, especially relates to a kind of to the isostructural improvement of steel house ground mechanism.
Background technology
Chinese patent discloses a kind of mobile house (notice of authorization number: CN2364096Y) that can assembly and disassembly, it includes roof and wall, roof and wall are made up of roof parts and wall member respectively, wall member is made up of inner panel, outside plate and the horizontal post that holds, leave the gap between the inside and outside plate, constitute a cavity, the horizontal post that holds is located between the inside and outside plate, its two ends are fixed on the relative plate face of inside and outside plate, the upper and lower side of the cavity that described inside and outside plate constituted is provided with upper inlet and outlet down, and described import and export is provided with seal cover; Form between each wall member of this mobile house and be fixedly connected by connected structure; Horizontal holding in the cavity of being made up of inside and outside plate is inserted with metallic framework between the post; The roof parts include roof truss, ceiling and collar tie beam, ceiling is fixed on the roof truss lower end, at the intrinsic collar tie beam in roof truss lower edge place, the upper end of described wall and connection place, roof are provided with mismatch, the collar tie beam of roof truss lower end is arranged in the mismatch, roof truss is made up of some split parts, between the described split part roof truss by socket crestal culmination flute profile cover with establish bolt betwixt, split part roof truss is made up of two halves room frame, its metal arm-tie and bolt by both sides connects firmly herringbone in aggregates room frame, set firmly ceiling and roofing tile on the half room frame, be linked together by the mullion on square hoop and the bolt room frame between each whole man's font room frame, the groove that is complementary is established in the side of half and half room frame, and wall member is made up of some wall unit, the draw-in groove formation mismatch shell type draw bail that the side of each wall unit is respectively equipped with flange and is complementary with it.But the house foundation of this structure is more insecure, and when running into geological disasters such as heavy rain or earthquake, ground is washed away easily, causes potential safety hazard.
The utility model content
The utility model technical issues that need to address provide a kind of steel house ground mechanism, it mainly is that solution existing in prior technology house foundation is more insecure, when running into geological disasters such as heavy rain or earthquake, ground is washed away easily, causes the technical problem of potential safety hazard etc.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
Steel house ground of the present utility model mechanism, comprise the ground layer that surrounds rectangular frame, the corner that it is characterized in that described ground layer is connected with the first upright steel column, the inside of ground layer is provided with the second horizontal steel column that section is a rectangle, second steel column bottom is connected with the base steel seat, and base steel seat width is greater than the second steel column width.Ground layer can be formed by concreting, and the second horizontal steel column can be embedded in ground layer inside.Base steel seat width is greater than the second steel column width, can strengthen the intensity that ground is grabbed by basic unit entirely, and it can bear bigger lateral force.
As preferably, the ground layer inside of described first steel column below is provided with " U " shaped steel, and " U " shaped steel upper end links together with first steel column.First steel column is fixed together by " U " shaped steel and ground layer, can strengthen the intensity of the first steel column lower end, prevents that it from collapsing.
As preferably, described second steel column, base steel seat are fixed together by connector and ground layer.Connector can be a bolt, and it can combine second steel column, base steel seat and ground layer more securely.
As preferably, described ground layer section is for falling T-shape, and its both sides are provided with the inclined-plane, and corresponding second steel column, base steel seat are also for falling T-shape.
As preferably, the middle part of described ground layer is connected with the first upright steel column.First steel column sets up ground more, can strengthen the structural strength in whole house.
Therefore, the utlity model has house foundation and all adopt steel work, comparatively firm, when running into geological disasters such as heavy rain or earthquake, characteristics such as ground can not be washed away, and has avoided potential safety hazard, and is simple and reasonable for structure.
Description of drawings
Accompanying drawing 1 is a kind of structural representation of the present utility model;
Accompanying drawing 2 is A-A cross-sectional view of Fig. 1;
Accompanying drawing 3 is structural representations of first steel column and " U " shaped steel.
Component, position and numbering among the figure: ground layer 1, first steel column 2, second steel column 3, base steel seat 4, " U " shaped steel 5, connector 6.
The specific embodiment
Below by embodiment, and in conjunction with the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: the steel house ground mechanism that this is routine, as Fig. 1, a section that surrounds rectangular frame is arranged for falling the ground layer 1 of T-shape, the middle part of ground layer 1 and corner all are connected with the first upright steel column 2.As Fig. 3, ground layer 1 inside of first steel column, 2 belows is provided with " U " shaped steel 5, and " U " shaped steel upper end links together with first steel column 2.As Fig. 2, it is that horizontal second steel column, 3, the second steel columns bottom of rectangle is connected with base steel seat 4 that the inside of ground layer 1 is provided with section, and base steel seat width is greater than the second steel column width, and second steel column and base steel seat be whole to be T-shape.Second steel column 3, base steel seat 4 are fixed together by connector 6 and ground layer 1.
During use, second steel column 3, base steel seat 4, " U " shaped steel 5 is pre-buried, and then cast is gone up ground layer 1 and is got final product.

Claims (5)

1. steel house ground mechanism, comprise the ground layer (1) that surrounds rectangular frame, the corner that it is characterized in that described ground layer (1) is connected with upright first steel column (2), the inside of ground layer (1) is provided with horizontal second steel column (3) that section is a rectangle, second steel column bottom is connected with base steel seat (4), and base steel seat width is greater than the second steel column width.
2. steel house ground according to claim 1 mechanism is characterized in that ground layer (1) inside of described first steel column (2) below is provided with " U " shaped steel (5), and " U " shaped steel upper end links together with first steel column (2).
3. steel house ground according to claim 1 and 2 mechanism is characterized in that described second steel column (3), base steel seat (4) are fixed together by connector (6) and ground layer (1).
4. steel house ground according to claim 1 and 2 mechanism is characterized in that described ground layer (1) section for falling T-shape, and its both sides are provided with the inclined-plane.
5. steel house ground according to claim 1 and 2 mechanism is characterized in that the middle part of described ground layer (1) is connected with upright first steel column (2).
CN2009201681688U 2009-08-31 2009-08-31 Steel structural house foundation framework Expired - Fee Related CN201485860U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201681688U CN201485860U (en) 2009-08-31 2009-08-31 Steel structural house foundation framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201681688U CN201485860U (en) 2009-08-31 2009-08-31 Steel structural house foundation framework

Publications (1)

Publication Number Publication Date
CN201485860U true CN201485860U (en) 2010-05-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201681688U Expired - Fee Related CN201485860U (en) 2009-08-31 2009-08-31 Steel structural house foundation framework

Country Status (1)

Country Link
CN (1) CN201485860U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556648A (en) * 2013-10-11 2014-02-05 沈阳建筑大学 Movable fabricated independent steel box foundation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556648A (en) * 2013-10-11 2014-02-05 沈阳建筑大学 Movable fabricated independent steel box foundation
CN103556648B (en) * 2013-10-11 2016-04-27 沈阳建筑大学 Removable assembled steel case single footing

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HANGZHOU SHENGDA STEEL STRUCTURE MANUFACTURING CO.

Free format text: FORMER OWNER: ZHU SHENGGEN

Effective date: 20100928

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20100928

Address after: Pacific Plaza No. 1 Xiaoshan Road, Tong Hui District of Hangzhou city in Zhejiang province 311200 Building No. 1 room 1905

Patentee after: Hangzhou Shengda Steel Structure Manufacturing Co., Ltd.

Address before: Hangzhou City, Zhejiang province Xiaoshan District 311200 North Maple District 58 East Room 301

Patentee before: Zhu Shenggen

DD01 Delivery of document by public notice

Addressee: Hangzhou Shengda steel structure manufacturing Co., the person in charge of Intellectual Property Department

Document name: Notification to Pay the Fees

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100526

Termination date: 20130831