CN221663945U - Structure of shock attenuation formula steel construction node - Google Patents

Structure of shock attenuation formula steel construction node Download PDF

Info

Publication number
CN221663945U
CN221663945U CN202323385817.9U CN202323385817U CN221663945U CN 221663945 U CN221663945 U CN 221663945U CN 202323385817 U CN202323385817 U CN 202323385817U CN 221663945 U CN221663945 U CN 221663945U
Authority
CN
China
Prior art keywords
plate
fixed
sliding block
connecting plate
steel 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.)
Active
Application number
CN202323385817.9U
Other languages
Chinese (zh)
Inventor
韦建旺
赵志华
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.)
Gansu Science And Industry Construction Group Co ltd
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202323385817.9U priority Critical patent/CN221663945U/en
Application granted granted Critical
Publication of CN221663945U publication Critical patent/CN221663945U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model relates to the technical field of steel structures, in particular to a damping type steel structure node structure, which comprises the following components: upright post, fixing plate and supporting plate; the fixing plate is of a rectangular plate-shaped structure and is fixed on the side face of the upright post through bolts; the support plate is horizontally welded and fixed at the lower part of the right side of the fixed plate; the connecting plate is vertically welded and fixed above the right supporting plate of the fixed plate; the cushion pad is fixed with one part above and below the right connecting plate of the fixed plate through screws; one side of the end part of the beam is attached to the connecting plate, and a bolt penetrates through the supporting sleeve to fix the beam and the connecting plate; the sliding block is fixed on the bottom surface of the end part of the cross beam through bolts; the damping type steel structure node has the advantages of firm connection, high safety, movable end part of the cross beam and certain damping capacity by improving the structure of the damping type steel structure node, thereby effectively solving the problems and the defects in the prior art and equipment.

Description

一种减震式钢结构节点的结构A structure of a shock-absorbing steel structure node

技术领域Technical Field

本实用新型涉及钢结构技术领域,更具体的说,尤其涉及一种减震式钢结构节点的结构。The utility model relates to the technical field of steel structures, and more specifically, to a structure of a shock-absorbing steel structure node.

背景技术Background Art

钢结构是由钢制材料组成的结构,是现代化施工现场中主要的建筑结构类型之一,H型钢作为钢结构材料的主要种类之一,其本身具有抗弯能力强、施工简单、节约成本和结构重量轻等优点,在施工现场中被广泛使用。Steel structure is a structure made of steel materials and is one of the main types of building structures in modern construction sites. As one of the main types of steel structure materials, H-shaped steel has the advantages of strong bending resistance, simple construction, cost savings and light structure weight, and is widely used in construction sites.

目前钢结构构件节点之间一般通过焊接或螺栓进行连接,焊接施工效率较低,螺栓连接时螺栓受到较大的剪切力,螺栓容易断裂,安全性较差,且连接位置减震效果较差。At present, the nodes of steel structure components are generally connected by welding or bolts. The welding construction efficiency is low. When bolting, the bolts are subjected to large shear force, the bolts are easy to break, the safety is poor, and the shock absorption effect at the connection position is poor.

有鉴于此,针对现有的问题予以研究改良,提供一种减震式钢结构节点的结构,旨在通过该技术,达到解决问题与提高实用价值性的目的。In view of this, the existing problems are studied and improved, and a shock-absorbing steel structure node structure is provided, aiming to solve the problem and improve the practical value through this technology.

实用新型内容Utility Model Content

本实用新型的目的在于提供一种减震式钢结构节点的结构,以解决上述背景技术中提出的问题和不足。The utility model aims to provide a shock-absorbing steel structure node structure to solve the problems and shortcomings raised in the above-mentioned background technology.

为实现上述目的,本实用新型提供了一种减震式钢结构节点的结构,由以下具体技术手段所达成:In order to achieve the above-mentioned purpose, the utility model provides a structure of a shock-absorbing steel structure node, which is achieved by the following specific technical means:

一种减震式钢结构节点的结构,包括:立柱、固定板、支撑板、加强筋、连接板、缓冲垫、横梁、滑动块、支撑套;所述固定板为矩形板状结构,且固定板通过螺栓固定在立柱的侧面;所述支撑板水平焊接固定在固定板右侧的下部;所述加强筋对称焊接在支撑板的下方;所述连接板竖直焊接固定在固定板的右侧支撑板的上方;所述缓冲垫通过螺丝在固定板的右侧连接板的上方和下方各固定有一处;所述横梁端部的一侧与连接板贴合,且螺栓穿过支撑套将横梁与连接板固定;所述滑动块通过螺栓固定在横梁端部的底面上,且滑动块与支撑板抵接。A structure of a shock-absorbing steel structure node, comprising: a column, a fixed plate, a support plate, a reinforcing rib, a connecting plate, a buffer pad, a beam, a sliding block, and a supporting sleeve; the fixed plate is a rectangular plate structure, and the fixed plate is fixed to the side of the column by bolts; the support plate is horizontally welded and fixed to the lower part of the right side of the fixed plate; the reinforcing ribs are symmetrically welded at the bottom of the support plate; the connecting plate is vertically welded and fixed to the top of the right side support plate of the fixed plate; the buffer pad is fixed at one place each above and below the right side connecting plate of the fixed plate by screws; one side of the end of the beam is in contact with the connecting plate, and the bolts pass through the supporting sleeve to fix the beam to the connecting plate; the sliding block is fixed to the bottom surface of the end of the beam by bolts, and the sliding block abuts against the supporting plate.

作为本技术方案的进一步优化,本实用新型一种减震式钢结构节点的结构所述连接板为矩形板状结构,且连接板上阵列开设有多处腰型通孔。As a further optimization of the technical solution, the connection plate of the structure of a shock-absorbing steel structure node of the utility model is a rectangular plate structure, and a plurality of waist-shaped through holes are arranged in an array on the connection plate.

作为本技术方案的进一步优化,本实用新型一种减震式钢结构节点的结构所述滑动块为矩形板状结构,且滑动块的下部设有两侧半圆型凸起。As a further optimization of the technical solution, in the structure of a shock-absorbing steel structure node of the utility model, the sliding block is a rectangular plate structure, and the lower part of the sliding block is provided with semicircular protrusions on both sides.

作为本技术方案的进一步优化,本实用新型一种减震式钢结构节点的结构所述支撑板为矩形板状结构,且支撑板的顶面上开设有两处与滑动块配合截面呈弧形的凹槽。As a further optimization of the technical solution, the support plate of the structure of the shock-absorbing steel structure node of the utility model is a rectangular plate structure, and two arc-shaped grooves with a cross-section matching with the sliding block are opened on the top surface of the support plate.

作为本技术方案的进一步优化,本实用新型一种减震式钢结构节点的结构所述缓冲垫为橡胶制成的矩形条状结构。As a further optimization of the technical solution, the buffer pad in the structure of the shock-absorbing steel structure node of the utility model is a rectangular strip structure made of rubber.

作为本技术方案的进一步优化,本实用新型一种减震式钢结构节点的结构所述支撑套为圆形管状结构。As a further optimization of the technical solution, the support sleeve of the structure of the shock-absorbing steel structure node of the utility model is a circular tubular structure.

由于上述技术方案的运用,本实用新型与现有技术相比具有下列优点:Due to the application of the above technical solution, the utility model has the following advantages compared with the prior art:

1、本实用新型滑动块通过螺栓固定在横梁端部的底面上,滑动块为矩形板状结构,且滑动块的下部设有两侧半圆型凸起,支撑板为矩形板状结构,且支撑板的顶面上开设有两处与滑动块配合截面呈弧形的凹槽的设置,滑动块对横梁起到支撑作用,连接横梁的螺栓不受剪切力,连接更牢固,安全性高,受到震动时横梁带动滑动块在支撑板的顶面上移动,且横梁受压变形时能围绕滑动块做一定角度的旋转,提高钢结构的减震性。1. The sliding block of the utility model is fixed to the bottom surface of the end of the beam by bolts. The sliding block is a rectangular plate-shaped structure, and the lower part of the sliding block is provided with semicircular protrusions on both sides. The support plate is a rectangular plate-shaped structure, and two arc-shaped grooves with a cross-section matching the sliding block are opened on the top surface of the support plate. The sliding block supports the beam, and the bolts connecting the beam are not subject to shear force, so the connection is more firm and safer. When vibrated, the beam drives the sliding block to move on the top surface of the support plate, and when the beam is compressed and deformed, it can rotate around the sliding block at a certain angle, thereby improving the shock absorption of the steel structure.

2、本实用新型连接板为矩形板状结构,且连接板上阵列开设有多处腰型通孔,支撑套为圆形管状结构,缓冲垫为橡胶制成的矩形条状结构的设置,支撑套对螺栓起到支撑作用,使横梁能在连接板上滑动,缓冲垫对横梁端部起到限位作用,吸收一部分横梁撞击固定板的力。2. The connecting plate of the utility model is a rectangular plate structure, and a plurality of waist-shaped through holes are arranged in an array on the connecting plate. The support sleeve is a circular tubular structure, and the buffer pad is a rectangular strip structure made of rubber. The support sleeve supports the bolts so that the beam can slide on the connecting plate, and the buffer pad limits the end of the beam and absorbs part of the force of the beam hitting the fixed plate.

3、本实用新型通过对减震式钢结构节点的结构的改进,具有连接牢固,安全性高,横梁端部能移动,具有一定的减震能力的优点,从而有效的解决了现有技术与设备中的问题和不足。3. The utility model improves the structure of the shock-absorbing steel structure node, has the advantages of firm connection, high safety, movable beam ends, and certain shock-absorbing ability, thereby effectively solving the problems and shortcomings in the existing technology and equipment.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

构成本申请的一部分的附图用来提供对本实用新型的进一步理解,本实用新型的示意性实施例及其说明用于解释本实用新型,并不构成对本实用新型的不当限定。在附图中:The drawings constituting a part of this application are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the drawings:

图1为本实用新型的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the utility model;

图2为本实用新型的爆炸结构示意图;Fig. 2 is a schematic diagram of the explosion structure of the utility model;

图3为本实用新型的固定板部分结构示意图。FIG. 3 is a schematic diagram of the structure of the fixed plate portion of the utility model.

图中:立柱1、固定板2、支撑板3、加强筋4、连接板5、缓冲垫6、横梁7、滑动块8、支撑套9。In the figure: column 1, fixed plate 2, support plate 3, reinforcing rib 4, connecting plate 5, buffer pad 6, cross beam 7, sliding block 8, support sleeve 9.

具体实施方式DETAILED DESCRIPTION

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅是本实用新型一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

请参见图1至图3,本实用新型提供一种减震式钢结构节点的结构的具体技术实施方案:Please refer to Figures 1 to 3, the utility model provides a specific technical implementation scheme of the structure of a shock-absorbing steel structure node:

一种减震式钢结构节点的结构,包括:立柱1、固定板2、支撑板3、加强筋4、连接板5、缓冲垫6、横梁7、滑动块8、支撑套9;固定板2为矩形板状结构,且固定板2通过螺栓固定在立柱1的侧面;支撑板3水平焊接固定在固定板2右侧的下部;支撑板3为矩形板状结构,且支撑板3的顶面上开设有两处与滑动块8配合截面呈弧形的凹槽;加强筋4对称焊接在支撑板3的下方,使支撑板3固定更牢固;连接板5竖直焊接固定在固定板2的右侧支撑板3的上方;连接板5为矩形板状结构,且连接板5上阵列开设有多处腰型通孔;缓冲垫6通过螺丝在固定板2的右侧连接板5的上方和下方各固定有一处;缓冲垫6为橡胶制成的矩形条状结构,缓冲垫6对横梁7的移动起到限位作用,吸收一部分横梁7撞击固定板2的力;横梁7端部的一侧与连接板5贴合,且螺栓穿过支撑套9将横梁7与连接板5固定;支撑套9为圆形管状结构;支撑套9对螺栓起到支撑作用,使横梁7能在连接板5上滑动;滑动块8通过螺栓固定在横梁7端部的底面上,且滑动块8与支撑板3抵接;滑动块8为矩形板状结构,且滑动块8的下部设有两侧半圆型凸起;滑动块8对横梁7起到支撑作用,连接横梁7的螺栓不受剪切力,连接更牢固,安全性高,受到震动时横梁7带动滑动块8在支撑板3的顶面上移动,且横梁7受压变形时能围绕滑动块8做一定角度的旋转,提高钢结构的减震性。A structure of a shock-absorbing steel structure node, comprising: a column 1, a fixing plate 2, a supporting plate 3, a reinforcing rib 4, a connecting plate 5, a buffer pad 6, a crossbeam 7, a sliding block 8, and a supporting sleeve 9; the fixing plate 2 is a rectangular plate-shaped structure, and the fixing plate 2 is fixed to the side of the column 1 by bolts; the supporting plate 3 is horizontally welded and fixed to the lower part of the right side of the fixing plate 2; the supporting plate 3 is a rectangular plate-shaped structure, and two arc-shaped grooves with a cross-section matching the sliding block 8 are opened on the top surface of the supporting plate 3; the reinforcing rib 4 is symmetrically welded at the bottom of the supporting plate 3 to make the supporting plate 3 more firmly fixed; the connecting plate 5 is vertically welded and fixed to the top of the supporting plate 3 on the right side of the fixing plate 2; the connecting plate 5 is a rectangular plate-shaped structure, and a plurality of waist-shaped through holes are arranged in an array on the connecting plate 5; the buffer pad 6 is fixed at one place above and one place below the connecting plate 5 on the right side of the fixing plate 2 by screws; the buffer pad 6 is a rectangular rubber made rectangular The cam 7 is a kind of strip-shaped structure, and the buffer pad 6 plays a limiting role in the movement of the cross beam 7, absorbing a part of the force of the cross beam 7 hitting the fixed plate 2; one side of the end of the cross beam 7 is in contact with the connecting plate 5, and the bolt passes through the support sleeve 9 to fix the cross beam 7 and the connecting plate 5; the support sleeve 9 is a circular tubular structure; the support sleeve 9 plays a supporting role for the bolt, so that the cross beam 7 can slide on the connecting plate 5; the sliding block 8 is fixed to the bottom surface of the end of the cross beam 7 by bolts, and the sliding block 8 abuts against the supporting plate 3; the sliding block 8 is a rectangular plate-shaped structure, and the lower part of the sliding block 8 is provided with semicircular protrusions on both sides; the sliding block 8 plays a supporting role for the cross beam 7, and the bolts connecting the cross beam 7 are not subjected to shear force, the connection is more firm, and the safety is high. When subjected to vibration, the cross beam 7 drives the sliding block 8 to move on the top surface of the supporting plate 3, and when the cross beam 7 is compressed and deformed, it can rotate around the sliding block 8 at a certain angle, thereby improving the shock absorption of the steel structure.

具体实施步骤:Specific implementation steps:

使用时,将固定板2通过螺栓固定在立柱1的侧面,将缓冲垫6固定在连接板5的上方和下方,滑动块8固定在横梁7端部的下方,将横梁7端部一侧与连接板5贴合,支撑套9穿过横梁7及连接板5,螺栓穿过支撑套9将横梁7与连接板5固定,当钢结构受到震动时,横梁7带动滑动块8移动吸收一部分震动,缓冲垫6对横梁7起到缓冲作用,进一步减少震动。When in use, the fixing plate 2 is fixed to the side of the column 1 by bolts, the buffer pad 6 is fixed above and below the connecting plate 5, the sliding block 8 is fixed below the end of the beam 7, one side of the end of the beam 7 is fitted with the connecting plate 5, the support sleeve 9 passes through the beam 7 and the connecting plate 5, and the bolts pass through the support sleeve 9 to fix the beam 7 to the connecting plate 5. When the steel structure is vibrated, the beam 7 drives the sliding block 8 to move to absorb part of the vibration, and the buffer pad 6 has a buffering effect on the beam 7 to further reduce the vibration.

综上所述:该一种减震式钢结构节点的结构,通过滑动块通过螺栓固定在横梁端部的底面上,滑动块为矩形板状结构,且滑动块的下部设有两侧半圆型凸起,支撑板为矩形板状结构,且支撑板的顶面上开设有两处与滑动块配合截面呈弧形的凹槽的设置,滑动块对横梁起到支撑作用,连接横梁的螺栓不受剪切力,连接更牢固,安全性高,受到震动时横梁带动滑动块在支撑板的顶面上移动,且横梁受压变形时能围绕滑动块做一定角度的旋转,提高钢结构的减震性;通过连接板为矩形板状结构,且连接板上阵列开设有多处腰型通孔,支撑套为圆形管状结构,缓冲垫为橡胶制成的矩形条状结构的设置,支撑套对螺栓起到支撑作用,使横梁能在连接板上滑动,缓冲垫对横梁端部起到限位作用,吸收一部分横梁撞击固定板的力;本实用新型通过对减震式钢结构节点的结构的改进,具有连接牢固,安全性高,横梁端部能移动,具有一定的减震能力的优点,从而有效的解决了现有技术与设备中的问题和不足。In summary: the structure of the shock-absorbing steel structure node is fixed to the bottom surface of the end of the beam by bolts through a sliding block. The sliding block is a rectangular plate structure, and the lower part of the sliding block is provided with semicircular protrusions on both sides. The support plate is a rectangular plate structure, and the top surface of the support plate is provided with two arc-shaped grooves that match the sliding block. The sliding block supports the beam, and the bolts connecting the beam are not subject to shear force. The connection is more firm and has high safety. When the beam is vibrated, the sliding block drives the sliding block to move on the top surface of the support plate, and when the beam is compressed and deformed, it can rotate around the sliding block at a certain angle, thereby improving the steel structure. The utility model has the advantages of firm connection, high safety, movable ends of the beams and certain shock absorbing capacity by improving the structure of the shock absorbing steel structure node, thereby effectively solving the problems and deficiencies in the prior art and equipment.

尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims (6)

1. A structure of a shock absorbing steel structure node, comprising: the device comprises an upright post (1), a fixed plate (2), a supporting plate (3), reinforcing ribs (4), a connecting plate (5), a buffer pad (6), a cross beam (7), a sliding block (8) and a supporting sleeve (9); the method is characterized in that: the fixing plate (2) is of a rectangular plate-shaped structure, and the fixing plate (2) is fixed on the side face of the upright post (1) through bolts; the supporting plate (3) is horizontally welded and fixed at the lower part of the right side of the fixed plate (2); the reinforcing ribs (4) are symmetrically welded below the supporting plate (3); the connecting plate (5) is vertically welded and fixed above the right side supporting plate (3) of the fixed plate (2); the cushion pad (6) is fixed at one position above and below the right connecting plate (5) of the fixed plate (2) through screws; one side of the end part of the cross beam (7) is attached to the connecting plate (5), and bolts penetrate through the supporting sleeve (9) to fix the cross beam (7) and the connecting plate (5); the sliding block (8) is fixed on the bottom surface of the end part of the cross beam (7) through bolts, and the sliding block (8) is abutted with the supporting plate (3).
2. The structure of a shock absorbing steel structure node of claim 1, wherein: the connecting plate (5) is of a rectangular plate-shaped structure, and a plurality of waist-shaped through holes are formed in the connecting plate (5) in an array mode.
3. The structure of a shock absorbing steel structure node of claim 1, wherein: the sliding block (8) is of a rectangular plate-shaped structure, and semicircular bulges on two sides are arranged at the lower part of the sliding block (8).
4. The structure of a shock absorbing steel structure node of claim 1, wherein: the supporting plate (3) is of a rectangular plate-shaped structure, and two grooves with arc-shaped matching sections with the sliding blocks (8) are formed in the top surface of the supporting plate (3).
5. The structure of a shock absorbing steel structure node of claim 1, wherein: the cushion pad (6) is of a rectangular strip-shaped structure made of rubber.
6. The structure of a shock absorbing steel structure node of claim 1, wherein: the supporting sleeve (9) is of a round tubular structure.
CN202323385817.9U 2023-12-13 2023-12-13 Structure of shock attenuation formula steel construction node Active CN221663945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323385817.9U CN221663945U (en) 2023-12-13 2023-12-13 Structure of shock attenuation formula steel construction node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323385817.9U CN221663945U (en) 2023-12-13 2023-12-13 Structure of shock attenuation formula steel construction node

Publications (1)

Publication Number Publication Date
CN221663945U true CN221663945U (en) 2024-09-06

Family

ID=92569916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323385817.9U Active CN221663945U (en) 2023-12-13 2023-12-13 Structure of shock attenuation formula steel construction node

Country Status (1)

Country Link
CN (1) CN221663945U (en)

Similar Documents

Publication Publication Date Title
CN109629702B (en) An easy-to-replace metal damper and beam-column connection node for the top of a corbel column of a bent frame
CN205134597U (en) Gallows timber tenon fourth of twelve earthly branches node friction damper is built to gu
CN206298959U (en) A kind of new steel structure slide energy-dissipating and shock-absorbing bean column node device
CN219196308U (en) Steel construction antidetonation node for assembled building
CN103255704B (en) Steel damper anti-collision and anti-girder-dropping device
CN210887574U (en) A new type of dry connection node for prefabricated concrete beams and columns
CN221663945U (en) Structure of shock attenuation formula steel construction node
CN112030732A (en) A kind of bridge tensile and seismic isolation bearing
CN205444463U (en) A damping wall based on steel structure beam-column splicing structure
CN110821257A (en) An energy-consuming shock absorber
CN221255782U (en) Damping structure for reinforcing beam column of large-space building structure
CN206448585U (en) Bean column node involvement connects fan-shaped viscoelastic damper
CN216865452U (en) An assembled steel structure
CN216714011U (en) Vibration isolation device suitable for roof beam that falls is prevented in house of purlin is put in hard mountain
CN216587253U (en) Vertical supporting seat of steel bar truss floor support plate
CN209958216U (en) A bridge shock absorbing base
CN216007321U (en) Shock-absorbing connecting mechanism for building steel structure
CN213448869U (en) Anti-seismic steel structure platform
CN211286882U (en) An energy-consuming shock absorber
CN219508875U (en) An anti-seismic structure for construction engineering
CN222140374U (en) A steel structure grid support with vibration reduction performance
CN207974603U (en) A kind of arc damping member for connecting wooden frame structure node
CN221682142U (en) A steel structure earthquake-proof building structure
CN114321554B (en) Straight section shock-absorbing support of cast-in-situ concrete conveying pipe
CN219840205U (en) Shock-resistant connecting rod piece

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20241213

Address after: No. 660, Middle Section of Kunlun Mountain Avenue, Lanzhou New Area, Lanzhou City, Gansu Province

Patentee after: Gansu science and Industry Construction Group Co.,Ltd.

Country or region after: China

Address before: 730000 Lanzhou New Area Greenland Smart Financial City H Zone 1-2-2404, Lanzhou City, Gansu Province

Patentee before: Wei Jianwang

Country or region before: China