CN2480436Y - Box type assembling steel frame - Google Patents

Box type assembling steel frame Download PDF

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Publication number
CN2480436Y
CN2480436Y CN 01239558 CN01239558U CN2480436Y CN 2480436 Y CN2480436 Y CN 2480436Y CN 01239558 CN01239558 CN 01239558 CN 01239558 U CN01239558 U CN 01239558U CN 2480436 Y CN2480436 Y CN 2480436Y
Authority
CN
China
Prior art keywords
steel
frame
column
steel frame
girder
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
CN 01239558
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Chinese (zh)
Inventor
黄彬
严立力
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.)
SHANGHAI LI'AN BUILDING TECHNOLOGY Co Ltd
Original Assignee
SHANGHAI LI'AN BUILDING TECHNOLOGY 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 SHANGHAI LI'AN BUILDING TECHNOLOGY Co Ltd filed Critical SHANGHAI LI'AN BUILDING TECHNOLOGY Co Ltd
Priority to CN 01239558 priority Critical patent/CN2480436Y/en
Application granted granted Critical
Publication of CN2480436Y publication Critical patent/CN2480436Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a tank assembled steel frame, which is characterized in that holes are arranged on vertical cylinders, steel beams are disposed on two sides of at least one vertical cylinder and holes are also disposed on the steel beams and places of the vertical cylinders, an approximate tank-shaped frame comprises at least four vertical cylinders and eight steel beams, and steel purlins are arranged between the corresponding steel beams of the adjacent vertical cylinders. The steel frame conformation changes the prior single weld with all elements manufactured in factory. A tank house assembled by adopting the steel frame is capable of having assembled transportation and also capable of disassembled transportation, thereby the utility model has convenience and high-efficiency and un-limitation of special transportation instruments and has the characteristics of excellent scale production and convenient transportation.

Description

Box composite steel frame
The utility model belongs to the technical field of buildings of the mobile house of steel work, specifically relates to the mobile house composite steel frame.
Present immediate prior art situation (having three classes):
1, the prefabricated mobile house of lightweight steel construction adopts the angle steel composite frame structure to build, structure steel fabrication directly cuts soldering at the scene, materials for wall mostly adopts water brush pearlite slab prefabricated section, though the problem that this class mobile house exists is that steel work is partly made simply, accuracy is low, mounting means is dumb, do not have the effect and the characteristic of the existing steel profile of performance, the body of wall heat preservation and insulation is poor, and the reusable rate of material is low, indoor and outdoor surroundings is simple and crude, belongs to slum-dweller class building.Along with society improves constantly the degree of concern of environment, the development of this type of building incompatibility social demand;
2, the interim room of using that is transformed into of old container utilizes old container to carry out simple refit, on the basis of structure that keeps original container and form, cuts out the door and window hole on wallboard, and window and door are installed, and can use.The body of wall in some house has increased some heat-preservation cotton insulating layer materials in this type of building, and the body of wall in some house just has only one deck thin plate, and indoor environment is very simple and crude.Electrical equipment, electric wire are installed lack of standardization with insulation measures between the body of wall steel plate, personal safety there is hidden danger, the problem and the shortcoming that exist are, though but this type of house integral hoisting and mobile, long-distance transport cost height only is fit to carry out short distance and moves, though this preparation method is existing industrial products are reused and to change its function, but just simple the change, its outward appearance and indoor not change still, stiff and simple and crude environment does not meet the international trend of environmental protection fully;
3, utilize the new container framework of making (being welding), adopt the color steel heat-preserving complex material to make body of wall, with the house that other associated materials can use this type of mode of employing to build up indoor environment is made moderate progress though mix door and window then, but this type of house since can only be in factory disposable finishing, and must adopt container truck to be transported to the destination.This type of house expense aspect mobile transportation is higher, and adopt the transportation vehicle single, thereby cause the mobile flexibility in this house relatively poor.Because the framework that adopts is restricted, multifarious demand can't be satisfied in the space, also can't carry out flexible combination.
The purpose of this utility model is to provide a kind of improved mobile house steel work, not only can be convenient to combination or the active box room that dismounting transportation but also integral hoisting are moved but make it to become.
The technical solution of the utility model is achieved in that box composite steel frame, it is characterized in that: on column, be provided with the hole, at least be provided with girder steel on the two sides of a root post, also be provided with the hole at girder steel and column place, form by at least four root posts and eight girder steels and approximately to be box frame, between the corresponding girder steel of adjacent upright posts, be provided with the steel purlin bar.
The utility model is a reassembling type combination box steel frame, its structure is changed the welding of former unicity, all members are all finished in factory process, can build into the intense industrialization prefabricated building, adopt this technical scheme, can reduce production costs well, avoid the unnecessary waste of material, and the energy labor savings, save cost of transportation, the casing room that adopts this type of steel frame to assemble up both can carry out bulk freight, also dismantled and assembled transportation, so convenient and efficient, and be not subjected to the restriction of professional vehicle is fit to be placed in different weathers and the geographical environment usefulness as the office inhabitation, reach height large-scale production and convenient transportation, save the manpower in the manufacturing process, social living environment is improved and beautified to material resources and financial resources, satisfies multi-level social demand.
Fig. 1 is the structural representation of the utility model one embodiment
Fig. 2 is the A portion enlarged drawing among Fig. 1
Fig. 3 is a steel framed structure connection diagram of the present utility model
Fig. 4 is an another steel framed structure connection diagram of the present utility model
The utility model will be further described below in conjunction with drawings and Examples.
The utility model is box composite steel frame, it is different from prior art and is: be provided with hole 4 on column 1, at least be provided with girder steel 2 on the two sides of a root post 1, junction at girder steel and column also is provided with hole 4, form the approximate box frame that is by at least four root posts 1 and eight girder steels 2, between the corresponding girder steel 2 of adjacent upright posts 1, be provided with steel purlin bar 3, column 1 adopts square hollow section steel in force, girder steel 2 adopts Z type cold bending thin wall section bar, steel purlin bar 3 adopts C type cold bending thin wall section bar, the composite steel frame of present embodiment is made up of following three kinds of basic profiles, column 1 is 160mm * 160mm square hollow section steel, girder steel 2 is 160mm * 82mm * 25mm Z type light gauge cold-formed steel shape beam, steel purlin bar 3 is 100mm * 50mm * 25mm C type cold bending thin wall section bar, adopt screw or nut to carry out fixedly connected between column and the girder steel, basic building block all carries out standardization in factory and makes processing, position, hole on the square hollow section steel column is attacked internal thread according to designing requirement on four sides with the column two ends and is handled, selected screw model is M10, Z-shape steel beam two ends are carried out full weld with the steel plate brace with the corresponding to 6 thick 160mm * 160mm of square tube pillar respectively and are handled, the girder steel length direction serves as vertically to weld a steel disc that connects C type purlin at interval with 1 meter under the Z type, girder steel need not weld the purlin auricle on the Z type, C type purlin is made according to designing requirement, trimmed size is identical, screw hole position, purlin two ends symmetry is consistent, three kinds of basic building blocks are after machining, handle, the process of pickling and baking vanish is prior art and is not described specifically at this, the form of being spirally connected of multiple-unit one deck framework is: column and girder steel are spirally connected, girder steel and purlin are spirally connected two kinds, also have column and column spiro connection structure except two above-mentioned syndetons in the multistory frame combination.

Claims (3)

1, box composite steel frame, it is characterized in that: on column, be provided with the hole, be provided with girder steel on the two sides of a root post at least, also be provided with the hole at girder steel and column place, form by at least four root posts and eight girder steels and approximately to be box frame, between the corresponding girder steel of adjacent upright posts, be provided with the steel purlin bar.
2, by the described box composite steel frame of claim 1, it is characterized in that: column adopts square hollow section steel, and girder steel adopts Z type cold bending thin wall section bar, steel purlin strip adoption C type cold bending thin wall section bar.
3, by the described box composite steel frame of claim 1, it is characterized in that: adopt screw or nut to carry out fixedly connected between column and the girder steel.
CN 01239558 2001-05-25 2001-05-25 Box type assembling steel frame Expired - Fee Related CN2480436Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 01239558 CN2480436Y (en) 2001-05-25 2001-05-25 Box type assembling steel frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 01239558 CN2480436Y (en) 2001-05-25 2001-05-25 Box type assembling steel frame

Publications (1)

Publication Number Publication Date
CN2480436Y true CN2480436Y (en) 2002-03-06

Family

ID=33651966

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 01239558 Expired - Fee Related CN2480436Y (en) 2001-05-25 2001-05-25 Box type assembling steel frame

Country Status (1)

Country Link
CN (1) CN2480436Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101280580B (en) * 2008-05-06 2011-08-17 张晶廷 Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof
CN105926993A (en) * 2016-04-29 2016-09-07 北京国承万通信息科技有限公司 Building component combination and virtual reality experience building
CN106088353A (en) * 2016-08-19 2016-11-09 安庆市建辉钢结构有限责任公司 A kind of method of attachment of steel structure support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101280580B (en) * 2008-05-06 2011-08-17 张晶廷 Load bearing screen plate and load bearing masonry composite building structure as well as construction method thereof
CN105926993A (en) * 2016-04-29 2016-09-07 北京国承万通信息科技有限公司 Building component combination and virtual reality experience building
CN106088353A (en) * 2016-08-19 2016-11-09 安庆市建辉钢结构有限责任公司 A kind of method of attachment of steel structure support

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C19 Lapse of patent right due to non-payment of the annual fee
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