CN202627198U - Novel steel structure system - Google Patents

Novel steel structure system Download PDF

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Publication number
CN202627198U
CN202627198U CN 201220248503 CN201220248503U CN202627198U CN 202627198 U CN202627198 U CN 202627198U CN 201220248503 CN201220248503 CN 201220248503 CN 201220248503 U CN201220248503 U CN 201220248503U CN 202627198 U CN202627198 U CN 202627198U
Authority
CN
China
Prior art keywords
steel structure
steel work
saving
structure system
steel
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 201220248503
Other languages
Chinese (zh)
Inventor
张跃
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.)
Zhang Yue
Original Assignee
BROAD SUSTAINABLE BUILDING 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 BROAD SUSTAINABLE BUILDING Co Ltd filed Critical BROAD SUSTAINABLE BUILDING Co Ltd
Priority to CN 201220248503 priority Critical patent/CN202627198U/en
Application granted granted Critical
Publication of CN202627198U publication Critical patent/CN202627198U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A novel steel structure system is provided with steel structure upright posts and steel structure floor slabs which are connected through bolts, wherein inclined struts are mounted among the steel structure upright posts and beams of the steel structure floor slabs; the steel structure upright posts and the beams of the steel structure floor slabs form rectangles; and inclined struts are mounted in corners of some or all the rectangles. The novel steel structure system realizes industrial standardized production and on-site assembly, is labor-saving and time-saving, is high in speed, avoids building rubbish, saves raw materials, and is shock-proof, high in building intensity, environment-friendly and energy-saving.

Description

A kind of new steel structure system
Technical field
The utility model relates to technical field of fixed buildings, is specifically related to a kind of new steel structure system of fixed buildings.
Background technology
Low-carbon energy-saving is the common task and goal of global human, and the low-carbon energy-saving of sustainable scientific development building is one of them importance.The existing fixed building mostly is a reinforced concrete structure, cast-in-site, site operation; Waste of raw materials is serious, and building waste is many, and is time-consuming; Speed is slow, and energy consumption is high, and quality is uncontrollable; Can not realize standardization, batch production production, not meet the environmental protection and energy saving policy of country, be a kind of superseded backward process.
Summary of the invention
The utility model technical problem to be solved is: solve the problem that above-mentioned prior art exists, and provide that a kind of batch production standardized production, assembled on site, saving of work and time, speed are fast, no building waste, save the new steel structure system of raw material, antidetonation, building intensity height, environmental protection and energy saving.
The technical scheme that the utility model adopts is:
This new steel structure system has steel work column and steel work floor, and the steel work column adopts bolt to be connected with the steel work floor.
In the technique scheme, between the beam of steel work column and steel work floor diagonal brace is installed.
In the technique scheme, the beam of steel work column and steel work floor surrounds rectangle, and mounting arrangements has diagonal brace on some or all rectangular angular.
The utility model has changed the steel concrete cast-in-site job practices of traditional backwardness fully, and adopts the new steel structure system, so just can realize the batch production standardized production, and is quality controllable; Assembled on site, saving of work and time, speed is fast, and quality is good; Save raw material, no building waste, environmental protection and energy saving; And building intensity is high, and antidetonation is combated a natural disaster, and is the great innovation of building field.The new steel structure system that adopts the utility model purifies building component with the earthquake-proof energy-saving of other batch production standardized production and makes up Sustainable Building and can realize 9 degree antidetonations; 5 times energy-conservation; 20 times of air purifications, 7% the building amount of labour used, 93% batch production degree; Build the 30th floor height buildings in 360 hours, rewritten human building history.
Description of drawings
Fig. 1 is the utility model elevational schematic view;
Fig. 2 is the partial structurtes sketch map.
Among the figure, 1-steel work column, 2-steel work floor, 3-diagonal brace, 4-bolt, the beam of 5-floor.
The specific embodiment
Referring to Fig. 1, Fig. 2, the new steel structure system of the utility model has steel work column 1 and steel work floor 2, and steel work column 1 adopts bolt 4 to be connected with steel work floor 2.
In the technique scheme, between the beam 5 of steel work column 1 and steel work floor diagonal brace 3 is installed.
In the technique scheme, steel work column 1 surrounds rectangle with the beam 5 of steel work floor, and mounting arrangements has diagonal brace 3 on some or all rectangular angular.

Claims (3)

1. new steel structure system is characterized in that: have steel work column and steel work floor, the steel work column adopts bolt to be connected with the steel work floor.
2. new steel structure according to claim 1 system is characterized in that: between the beam of described steel work column and steel work floor diagonal brace is installed.
3. new steel structure according to claim 1 system, it is characterized in that: the beam of described steel work column and steel work floor surrounds rectangle, and mounting arrangements has diagonal brace on some or all rectangular angular.
CN 201220248503 2012-05-30 2012-05-30 Novel steel structure system Expired - Fee Related CN202627198U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220248503 CN202627198U (en) 2012-05-30 2012-05-30 Novel steel structure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220248503 CN202627198U (en) 2012-05-30 2012-05-30 Novel steel structure system

Publications (1)

Publication Number Publication Date
CN202627198U true CN202627198U (en) 2012-12-26

Family

ID=47380407

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220248503 Expired - Fee Related CN202627198U (en) 2012-05-30 2012-05-30 Novel steel structure system

Country Status (1)

Country Link
CN (1) CN202627198U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103206014A (en) * 2013-04-23 2013-07-17 北京工业大学 Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints
WO2013177993A1 (en) * 2012-05-30 2013-12-05 Zhang Yue Integral steel structure upright post
CN103452189A (en) * 2012-05-30 2013-12-18 张跃 Novel steel structural system
CN104631623A (en) * 2014-11-28 2015-05-20 同济大学 Heavy box type building module, heavy box type modular building and construction method of heavy box type modular building
CN109113175A (en) * 2018-08-29 2019-01-01 滨州学院 Steel structures coating

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013177993A1 (en) * 2012-05-30 2013-12-05 Zhang Yue Integral steel structure upright post
CN103452189A (en) * 2012-05-30 2013-12-18 张跃 Novel steel structural system
CN103206014A (en) * 2013-04-23 2013-07-17 北京工业大学 Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints
CN104631623A (en) * 2014-11-28 2015-05-20 同济大学 Heavy box type building module, heavy box type modular building and construction method of heavy box type modular building
CN109113175A (en) * 2018-08-29 2019-01-01 滨州学院 Steel structures coating

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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: ZHANG YUE

Free format text: FORMER OWNER: BROAD SUSTAINABLE BUILDING TECHNOLOGY CO., LTD.

Effective date: 20130315

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 414600 YUEYANG, HUNAN PROVINCE TO: 410000 CHANGSHA, HUNAN PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20130315

Address after: 410000 No. 1, far main road, Changsha, Hunan

Patentee after: Zhang Yue

Address before: Port 414600 Xiangyin Wenxing town Hunan County ambitious to build Technology Co. Ltd.

Patentee before: Broad Sustainable Building Co., Ltd.

EE01 Entry into force of recordation of patent licensing contract

Assignee: Broad Sustainable Building Co., Ltd.

Assignor: Zhang Yue

Contract record no.: 2015430000053

Denomination of utility model: Novel steel structural system

Granted publication date: 20121226

License type: Exclusive License

Record date: 20150525

LICC Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121226

Termination date: 20210530