CN202559528U - Novel strong aseismatic steel structure - Google Patents

Novel strong aseismatic steel structure Download PDF

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Publication number
CN202559528U
CN202559528U CN2012201296235U CN201220129623U CN202559528U CN 202559528 U CN202559528 U CN 202559528U CN 2012201296235 U CN2012201296235 U CN 2012201296235U CN 201220129623 U CN201220129623 U CN 201220129623U CN 202559528 U CN202559528 U CN 202559528U
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CN
China
Prior art keywords
vertical beam
steel structure
aseismatic
bracing frame
novel strong
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
CN2012201296235U
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Chinese (zh)
Inventor
罗岩斌
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 ZHIYUAN STEEL STRUCTURE PROJECT CO Ltd
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ZHEJIANG ZHIYUAN STEEL STRUCTURE PROJECT CO Ltd
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Priority to CN2012201296235U priority Critical patent/CN202559528U/en
Application granted granted Critical
Publication of CN202559528U publication Critical patent/CN202559528U/en
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Abstract

The utility model belongs to the technical field of steel structure engineering, in particular relates to a novel strong aseismatic steel structure which comprises an I-shaped steel vertical beam and an I-shaped steel horizontal beam arranged at one side of the vertical beam, L-shaped support frames for fixing the horizontal beam on the vertical beam are respectively arranged on the upper side and the lower side at the end of the horizontal beam, and reinforcing ribs are arranged in the middle of the inner sides of the L-shaped support frames. The novel strong aseismatic steel structure can solve the defect that the aseismatic performance of junctions of the traditional steel structure engineering is common, is convenient to maintain, obvious in bearing capability, and safe and reliable in structure.

Description

A kind of novel strong antidetonation formed steel construction
Technical field
The utility model belongs to the structural steelwork technical field, refers in particular to a kind of novel strong antidetonation formed steel construction.
Background technology
Steel work has the intensity height, from heavy and light, series of advantages such as anti-seismic performance is good, speed of application is fast, ground cost saving, area occupied is little, industrialization degree is high, good looking appearance; Comparing it with concrete structure is environment-friendly type; And can utilize once more, also be the structure that is easy to industrialization.In the steel building member process, the connected node between crossbeam and the vertical beam is the key position of whole engineering.At present, the anti-seismic performance of the node structure that generally adopts in the structural steelwork is comparatively general, and when suffering disaster such as earthquake, node is destroyed easily, connects to change difficulty relatively, and has supporting capacity to be higher than to be connected the bearing capacity of vertical beam.
Summary of the invention
To the deficiency that exists in the background technology, the purpose of the utility model is to provide a kind of anti-seismic performance superior, and it is easy to connect replacing, and comparatively outstanding, the safe and reliable steel-structure beam-column node mechanism of supporting capacity.
For realizing above-mentioned purpose; The utility model provides following technical scheme: a kind of novel strong antidetonation formed steel construction; Comprise i iron vertical beam and the i iron crossbeam that is arranged on vertical beam one side; The upper and lower both sides of said beam-end are separately installed with crossbeam are fixed on the L type bracing frame on the vertical beam, and the inboard middle part of L type bracing frame is provided with reinforcing rib.
The long slab of above-mentioned L type bracing frame fits in a side of vertical beam, and through bolt locking, the short slab of L type bracing frame fits in a side of crossbeam, and through bolt locking.
Above-mentioned reinforcing rib is a triangular plate.
The beneficial effect that the utility model is compared prior art is: the anti-seismic performance of the utility model is comparatively outstanding, and when suffering disasters such as earthquake, node can bear bigger destructive power, and it is simple in structure, and is easy to maintenance, and supporting capacity is superior.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Label implication among the figure: 1-vertical beam; 2-L type bracing frame; The 3-reinforcing rib; The 4-bolt; The 5-crossbeam; The long slab of 21-L type bracing frame; The short slab of 22-L type bracing frame.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment, the specific embodiment of the utility model is described in further detail.Following examples are used to explain the utility model, but are not used for limiting the scope of the utility model.
As shown in Figure 1; A kind of novel strong antidetonation formed steel construction; Comprise i iron vertical beam 1 and the i iron crossbeam 5 that is arranged on vertical beam 1 one sides; The upper and lower both sides of said crossbeam 5 ends are separately installed with crossbeam 5 are fixed on the L type bracing frame 2 on the vertical beam 1, and L type bracing frame 2 inboard middle parts are provided with reinforcing rib 3.
The long slab 21 of above-mentioned L type bracing frame fits in a side of vertical beam 1, and through bolt 4 lockings, the short slab 22 of L type bracing frame fits in a side of crossbeam 5, and through bolt 4 lockings.
Above-mentioned reinforcing rib 3 is a triangular plate.
The above only is the preferred implementation of the utility model; Should be understood that; For those skilled in the art; Under the prerequisite that does not break away from the utility model know-why, can also make some improvement and modification, these improvement and modification also should be regarded as the protection domain of the utility model.

Claims (3)

1. novel strong antidetonation formed steel construction; Comprise i iron vertical beam and the i iron crossbeam that is arranged on vertical beam one side; It is characterized in that: the upper and lower both sides of said beam-end are separately installed with crossbeam are fixed on the L type bracing frame on the vertical beam, and the inboard middle part of L type bracing frame is provided with reinforcing rib.
2. a kind of novel strong antidetonation formed steel construction according to claim 1, it is characterized in that: the long slab of described L type bracing frame fits in a side of vertical beam, and through bolt locking, the short slab of L type bracing frame fits in a side of crossbeam, and through bolt locking.
3. a kind of novel strong antidetonation formed steel construction according to claim 1, it is characterized in that: described reinforcing rib is a triangular plate.
CN2012201296235U 2012-03-30 2012-03-30 Novel strong aseismatic steel structure Expired - Fee Related CN202559528U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012201296235U CN202559528U (en) 2012-03-30 2012-03-30 Novel strong aseismatic steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012201296235U CN202559528U (en) 2012-03-30 2012-03-30 Novel strong aseismatic steel structure

Publications (1)

Publication Number Publication Date
CN202559528U true CN202559528U (en) 2012-11-28

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012201296235U Expired - Fee Related CN202559528U (en) 2012-03-30 2012-03-30 Novel strong aseismatic steel structure

Country Status (1)

Country Link
CN (1) CN202559528U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452965A (en) * 2014-11-06 2015-03-25 安徽鸿路钢结构(集团)股份有限公司 Meshing type stable steel framework
CN105366558A (en) * 2015-12-14 2016-03-02 天津亨通利铁道工程机械配件有限公司 Upright post and track cross beam connection structure of assembled maintenance room
CN106013495A (en) * 2016-07-13 2016-10-12 大连理工大学 Arc damper for node energy consumption and shock absorption of prefabricated structure
CN109386525A (en) * 2017-08-09 2019-02-26 森科嘉株式会社 The reinforcement structure and strengthening part for the structural body being made of column and beam
CN110700406A (en) * 2019-10-17 2020-01-17 韶关市欧姆机电设备有限公司 Anti-seismic profile steel structure for building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452965A (en) * 2014-11-06 2015-03-25 安徽鸿路钢结构(集团)股份有限公司 Meshing type stable steel framework
CN105366558A (en) * 2015-12-14 2016-03-02 天津亨通利铁道工程机械配件有限公司 Upright post and track cross beam connection structure of assembled maintenance room
CN106013495A (en) * 2016-07-13 2016-10-12 大连理工大学 Arc damper for node energy consumption and shock absorption of prefabricated structure
CN109386525A (en) * 2017-08-09 2019-02-26 森科嘉株式会社 The reinforcement structure and strengthening part for the structural body being made of column and beam
CN110700406A (en) * 2019-10-17 2020-01-17 韶关市欧姆机电设备有限公司 Anti-seismic profile steel structure for building

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
DD01 Delivery of document by public notice

Addressee: Zhejiang Zhiyuan Steel Structure Project Co., Ltd.

Document name: Notification of Termination of Patent Right

DD01 Delivery of document by public notice
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121128

Termination date: 20170330

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