CN209723233U - High strength steel earthquake-resistant structure connector - Google Patents

High strength steel earthquake-resistant structure connector Download PDF

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Publication number
CN209723233U
CN209723233U CN201920293109.7U CN201920293109U CN209723233U CN 209723233 U CN209723233 U CN 209723233U CN 201920293109 U CN201920293109 U CN 201920293109U CN 209723233 U CN209723233 U CN 209723233U
Authority
CN
China
Prior art keywords
elastic component
earthquake
high strength
strength steel
resistant structure
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
CN201920293109.7U
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Chinese (zh)
Inventor
赵丽娟
任红杰
胡冬青
曹济东
林先靖
陈鹏飞
高国华
董山川
李冠英
臧雪伟
罗海垚
孙素梅
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.)
HENAN KEXING CONSTRUCTIONG GROUP CO Ltd
Original Assignee
HENAN KEXING CONSTRUCTIONG GROUP 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 HENAN KEXING CONSTRUCTIONG GROUP CO Ltd filed Critical HENAN KEXING CONSTRUCTIONG GROUP CO Ltd
Priority to CN201920293109.7U priority Critical patent/CN209723233U/en
Application granted granted Critical
Publication of CN209723233U publication Critical patent/CN209723233U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of high strength steel earthquake-resistant structure connectors, aim to solve the problem that anti-seismic problem, its key points of the technical solution are that: a kind of high strength steel earthquake-resistant structure connector, including anti-earthquake, the anti-earthquake upper end offers link slot, elastic component is equipped in the link slot, the elastic component is fixedly connected with headwall frame, the elastic component two sides are symmetrically arranged with resilient balls supporting element, the band movable sleeve of idler wheel perpendicular to connection groove bottom is arranged with outside the resilient balls supporting element, a kind of high strength steel earthquake-resistant structure connector of the utility model has preferable shock resistance.

Description

High strength steel earthquake-resistant structure connector
Technical field
The utility model relates to a kind of steel constructions, more specifically, it relates to a kind of high strength steel earthquake-resistant structure connector.
Background technique
Movable plank house is one kind using light steel as skeleton, using battenboard as cladding, carries out space with standard module series Combination, component are connected by screw bolts, the environmental protection and economy type movable plate house of novel concept.A group installation and dismantling can conveniently and efficiently be carried out It unloads, realizes the universal standardization of temporary building, set up environmental protection and energy saving, facade lighting quickly and efficiently, movable plank house is one Play the role of in the headquarter built after a little construction site, temporary office, natural calamities it is highly important, it is solid on steel construction Prefabricated house can be formed after determining wallboard, it is convenient and simple and practical in structure to build, also usually using activity during post-disaster reconstruction Board house is as the temporary shelter of the common people, but existing movable plank house degree of protection is lower, the interim placement as the common people Fang Shi functions only as the effect taken shelter from rain of becalming, does not have shockproof function, be especially subjected to after earthquake disaster, still can There are aftershocks, and present movable plank house anti seismic efficiency is poor, is not amenable to the breaking-up of aftershock, to the personal safety of masses suffering from disaster Very big hidden danger is brought, a safer living environment cannot be provided for masses suffering from disaster.
In view of the above-mentioned problems, the steel construction activity that one kind disclosed in the Chinese patent of Publication No. CN204940538U is shockproof Board house is characterized in that: a kind of shockproof steel construction movable plank house, including steel structure framework and wall, the steel construction bone Frame includes four columns, several connecting cross beams and house beam;The four columns are arranged in surrounding, and the connecting cross beam is respectively set On two adjacent upright top for reinforcing connection four columns;The house beam setting is used to support roof above column;It is described House beam includes beam body, rib and web;The beam body is divided into two beam bodies up and down, and left and right web and upper and lower beam body are welded, left and right abdomen Several ribs are welded in the space that plate and upper and lower beam body surround.The program provides a kind of high, shockproof, antidetonation steel knot of security level Structure movable plank house is used for the placement during post-disaster reconstruction, provides a safer inhabitation ring to masses suffering from disaster Border.The utility model provides the new technical solution of one kind to solve the above problems.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of high strength steel earthquake-resistant structure companies Fitting.
To achieve the above objectives, the present invention adopts the following technical solutions: a kind of high strength steel earthquake-resistant structure connector, Including anti-earthquake, the anti-earthquake upper end offers link slot, and elastic component is equipped in the link slot, and the elastic component is fixed to be connected It is connected to headwall frame, the elastic component two sides are symmetrically arranged with resilient balls supporting element, are arranged outside the resilient balls supporting element There is the band movable sleeve of idler wheel perpendicular to connection groove bottom.
Preferably, the elastic component is alloy steel spring, it is vertical to be equipped in the spring coil of the alloy steel spring Damped elasticity item.
Preferably, the elastic component is symmetrical set, the elastic component contradicts the two sides up and down of link slot.
Preferably, the elastic component is fixedly connected with connecting plate, the connecting plate and headwall frame are detachably fixed It connects and is detachably connected in portion and be pasted with high-damping rubber layer.
Preferably, offering the mounting hole by angular distribution on the connecting plate.
Preferably, the elastic component is arranged with Extendible spacing sleeve.
Preferably, the Extendible spacing sleeve and link slot junction are equipped with reinforcing rib.
Preferably, the resilient balls supporting element at least 4.
The utility model compares the link slot connection headwall frame having the advantage that by anti-earthquake compared with the prior art Frame, and be provided with elastic component in link slot and carry out damping, so that whole building be made to achieve the effect that damping, while encountering shake The larger or overall structure of grade lack in the horizontal direction shaking amplitude it is larger when, resilient balls supporting element can play lateral deformation and resist Effect, avoid the rigidity tearing or fatigability tearing on lateral.
Detailed description of the invention
Fig. 1 is the half section structure diagram of the embodiments of the present invention, for showing elastic component and resilient balls support Part.
In figure: 1, anti-earthquake;2, link slot;3, elastic component;4, headwall frame;5, connecting plate;6, mounting hole;7, scalable Spacing collar;8, reinforcing rib;9, resilient balls supporting element;10, the band movable sleeve of idler wheel.
Specific embodiment
The utility model high strength steel earthquake-resistant structure connector embodiment is described further with reference to the accompanying drawing.
A kind of Aseismic Steel Structures have opened up link slot 2 on anti-earthquake 1, have connected as shown in Figure 1, including anti-earthquake 1 It is contradicted in slot 2 and is connected with elastic component 3, preferably alloy steel spring, spring made of steel alloy has high yield point and bends Ratio, elastic limit, anti-fatigue performance are taken, ensure that spring has enough elastic deformabilities and can bear biggish load, So when being shaken, alloy steel spring can the influence by vibration to headwall frame 4 be preferably minimized, reinforce shock resistance, bullet Property part 3 two sides up and down of link slot 2 are set, be symmetrical set, the other end of elastic component 3 contradicts connection connecting plate 5, connecting plate 5 are fixedly connected by bolt with headwall frame 4, in order to enhance the intensity of connection, have been opened up on connecting plate 5 and have been arranged at triangle Mounting hole 6, the setting of triangle can make to be less likely to occur to misplace between connecting plate 5 and headwall frame 4 so that be completely embedded, It is also arranged with Extendible spacing sleeve 7 on elastic component 3, prevents elastic component 3 from overflexing is occurred by the power in horizontal direction, In order to further enhance connectivity, reinforcing rib 8 is equipped in the junction of Extendible spacing sleeve 7 and link slot 2.
After being installed, if anti-earthquake 1 is shaken, vibration is transmitted on link slot 2 by anti-earthquake, link slot 2 On alloy steel spring absorb part shake, then vibration be transmitted on headwall frame 4, due to being also connected at the top of headwall frame 4 There are connecting plate 5 and elastic component 3, the vibration of headwall frame 4 continues to be transmitted on the elastic component 3 of upper end, to make vibration to headwall The influence of frame 4 is preferably minimized, to effectively enhance integrally-built shock resistance, and the utility model uses exquisite build Technology reaches higher shock resistance.
It is symmetrical arranged resilient balls supporting element 9 in 3 two sides of elastic component, is arranged with outside resilient balls supporting element 9 perpendicular to even The band movable sleeve 10 of idler wheel of 2 bottom surface of access slot, encounter that earthquake magnitude is larger or overall structure to lack shaking amplitude in the horizontal direction larger When, resilient balls supporting element 9 cooperates elastic component 3 to put up a resistance support in vertical direction, by the folding s tress in horizontal direction Support avoids the side wall of link slot 2 from receiving biggish external carbuncle effect, can play the role of lateral deformation and resist, avoid Rigidity tearing or fatigability tearing on lateral, the work of fixed limit and Auxiliary support can be played with the movable sleeve 10 of idler wheel With.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model, should refer to Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.

Claims (8)

1. a kind of high strength steel earthquake-resistant structure connector, including anti-earthquake, the anti-earthquake upper end offers link slot, the company Elastic component is equipped in access slot, it is characterised in that: the elastic component is fixedly connected with headwall frame, and the elastic component two sides are symmetrically set It is equipped with resilient balls supporting element, the band idler wheel movable sleeve perpendicular to connection groove bottom is arranged with outside the resilient balls supporting element Cylinder.
2. a kind of high strength steel earthquake-resistant structure connector according to claim 1, it is characterised in that: the elastic component is to close Golden steel spring is equipped with vertical damped elasticity item in the spring coil of the alloy steel spring.
3. a kind of high strength steel earthquake-resistant structure connector according to claim 2, it is characterised in that: the elastic component is in pair Claim setting, the elastic component contradicts the two sides up and down of link slot.
4. a kind of high strength steel earthquake-resistant structure connector according to claim 3, it is characterised in that: the elastic component is fixed It is connected with connecting plate, the connecting plate and headwall frame, which are detachably fixed connection and are detachably connected in portion, is pasted with high-damping rubber Glue-line.
5. a kind of high strength steel earthquake-resistant structure connector according to claim 4, it is characterised in that: opened on the connecting plate Equipped with the mounting hole for pressing angular distribution.
6. a kind of high strength steel earthquake-resistant structure connector according to claim 5, it is characterised in that: the elastic component is arranged There is Extendible spacing sleeve.
7. a kind of high strength steel earthquake-resistant structure connector according to claim 6, it is characterised in that: the Extendible spacing Sleeve and link slot junction are equipped with reinforcing rib.
8. a kind of high strength steel earthquake-resistant structure connector according to claim 1, it is characterised in that: the resilient balls branch Support member at least 4.
CN201920293109.7U 2019-03-08 2019-03-08 High strength steel earthquake-resistant structure connector Expired - Fee Related CN209723233U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920293109.7U CN209723233U (en) 2019-03-08 2019-03-08 High strength steel earthquake-resistant structure connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920293109.7U CN209723233U (en) 2019-03-08 2019-03-08 High strength steel earthquake-resistant structure connector

Publications (1)

Publication Number Publication Date
CN209723233U true CN209723233U (en) 2019-12-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920293109.7U Expired - Fee Related CN209723233U (en) 2019-03-08 2019-03-08 High strength steel earthquake-resistant structure connector

Country Status (1)

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CN (1) CN209723233U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112064789A (en) * 2020-08-26 2020-12-11 广东九万里建设集团有限公司 Full-assembly type anti-seismic node of prestressed concrete frame structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112064789A (en) * 2020-08-26 2020-12-11 广东九万里建设集团有限公司 Full-assembly type anti-seismic node of prestressed concrete frame structure
CN112064789B (en) * 2020-08-26 2021-10-26 广东九万里建设集团有限公司 Full-assembly type anti-seismic node of prestressed concrete frame structure

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191203

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