CN113684923A - 一种高抗爆性能轻钢结构柱 - Google Patents

一种高抗爆性能轻钢结构柱 Download PDF

Info

Publication number
CN113684923A
CN113684923A CN202110982771.5A CN202110982771A CN113684923A CN 113684923 A CN113684923 A CN 113684923A CN 202110982771 A CN202110982771 A CN 202110982771A CN 113684923 A CN113684923 A CN 113684923A
Authority
CN
China
Prior art keywords
light steel
column
sleeve
unit
stay bar
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.)
Pending
Application number
CN202110982771.5A
Other languages
English (en)
Inventor
陈爱庆
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.)
Anhui Bufan Building Technology Co ltd
Original Assignee
Anhui Bufan 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 Anhui Bufan Building Technology Co ltd filed Critical Anhui Bufan Building Technology Co ltd
Priority to CN202110982771.5A priority Critical patent/CN113684923A/zh
Publication of CN113684923A publication Critical patent/CN113684923A/zh
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B15/00Layered products comprising a layer of metal
    • B32B15/14Layered products comprising a layer of metal next to a fibrous or filamentary layer
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B15/00Layered products comprising a layer of metal
    • B32B15/18Layered products comprising a layer of metal comprising iron or steel
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B5/00Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
    • B32B5/02Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by structural features of a fibrous or filamentary layer
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2250/00Layers arrangement
    • B32B2250/40Symmetrical or sandwich layers, e.g. ABA, ABCBA, ABCCBA
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2262/00Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
    • B32B2262/10Inorganic fibres
    • B32B2262/101Glass fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2419/00Buildings or parts thereof
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2445Load-supporting elements with reinforcement at the connection point other than the connector
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868Hinged connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5875Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells

Abstract

本发明提供了一种高抗爆性能轻钢结构柱,包括多个固定座,多个所述固定座的中部分别可拆卸连接柱体单元的一端,多个所述柱体单元之间通过套接单元依次可拆卸连接,所述多个固定座均通过螺栓固定连接于建筑楼面上,该发明通过柱体单元的多层结构,大大加强了柱体的强度,通过填充块内部的蜂窝状设置来吸收掉大部分爆炸时产生的冲击荷载,大大减少了内柱所需要承受的冲击荷载,通过玻纤加强层和加强单元进一步加强柱体结构强度,通过固定座和套接单元可以方便安装和更换柱体单元,及时替换受损的柱体单元进一步减少事故的发生,通过缓冲胶套和套筒缓冲套,提高了结构柱的整体韧性。

Description

一种高抗爆性能轻钢结构柱
技术领域
本发明涉及建筑材料技术领域,具体涉及一种高抗爆性能轻钢结构柱。
背景技术
在我国,轻钢建筑结构多用于单层、多层厂房、四层以下的轻型钢结构临时住宅楼、办公室、以及地震灾区的多层民用住宅建筑等。但是,轻型钢结构建筑对在爆炸时产生的冲击荷载作用比较敏感,抗爆性能相对较差。
作为轻型钢结构最重要的承重构件建筑构造柱,在爆炸冲击荷载作用下,抗力较差,一旦发生破坏,可能引起连锁反应并导致整个建筑结构的跨塌。因此,钢柱的抗爆设计十分重要。
发明内容
针对上述问题本发明提供了一种高抗爆性能轻钢结构柱,目的是为了克服现有技术存在的缺陷,提高钢柱的抗爆性能,预防结构柱折弯而造成整体结构倒塌,从而避免肿大事故的技术问题。
为实现上述目的,本发明提供如下技术方案:一种高抗爆性能轻钢结构柱,包括多个固定座,多个所述固定座的中部分别可拆卸连接柱体单元的一端,多个所述柱体单元之间通过套接单元依次可拆卸连接,所述多个固定座均通过螺栓固定连接于建筑楼面上。
进一步的,所述固定座包括座体,所述座体的四角分别开设有固定孔,所述座体的内部设有缓冲胶套,所述缓冲胶套可拆卸连接于所述柱体单元的一端。
进一步的,所述缓冲胶套的内部设有胶套卡条。
进一步的,所述柱体单元包括柱体外壳,所述柱体外壳的内部设有多个填充块,多个所述填充块之间设有内柱,所述内柱的中部设有多个加强单元。
进一步的,所述柱体外壳的外部两端分别设有柱体卡条。
进一步的,所述填充块的内部呈蜂窝状设置。
进一步的,所述内柱包括轻钢外层,所述轻钢外层的内部设有玻纤加强层,所述玻纤加强层的内部设有轻钢内层,所述轻钢内层的内部两侧分别设有加强肋条。
进一步的,所述加强单元包括多个撑杆单元,所述撑杆单元包括液压撑杆,所述液压撑杆的两端分别转动连接撑杆固定块,多个所述撑杆单元一端的所述撑杆固定块均固定连接于所述加强肋条的中部,所述多个撑杆单元另一端的所述所述撑杆固定块均固定连接于所述轻钢内层的内部另两侧。
进一步的,所述套接单元包括双向套筒,所述双向套筒的两端内部分别设有套筒缓冲套,所述套筒缓冲套可拆卸连接于所述柱体单元的一端。
进一步的,所述套筒缓冲套的内部设有筒套卡条。
与现有技术相比,本发明的有益效果是:
通过柱体单元的多层结构,大大加强了柱体的强度,通过填充块内部的蜂窝状设置来吸收掉大部分爆炸时产生的冲击荷载,大大减少了内柱所需要承受的冲击荷载,通过玻纤加强层和加强单元进一步加强柱体结构强度,通过固定座和套接单元可以方便安装和更换柱体单元,及时替换受损的柱体单元进一步减少事故的发生,通过缓冲胶套和套筒缓冲套,提高了结构柱的整体韧性。
附图说明
图1是本发明外观结构示意图;
图2是本发明固定座内部结构打开示意图;
图3是本发明柱体单元内部结构正剖面示意图;
图4是本发明柱体单元内部结构剖切示意图;
图5是本发明加强单元结构示意图;
图6是本发明套接单元内部结构打开示意图。
图中:1、固定座;11、座体;12、固定孔;13、缓冲胶套;131、胶套卡条;2、柱体单元;21、柱体外壳;211、柱体卡条;22、填充块;23、内柱;231、轻钢外层;232、玻纤加强层;233、轻钢内层;234、加强肋条;24、加强单元;241、撑杆单元;3、套接单元;31、双向套筒;32、套筒缓冲套;321、筒套卡条。
具体实施方式
下面将结合发明实施例中的附图,对发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是发明一部分实施例,而不是全部的实施例。基于发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于发明保护的范围。
实施例,请着重参考图1,一种高抗爆性能轻钢结构柱,包括多个固定座1,多个所述固定座1的中部分别可拆卸连接柱体单元2的一端,多个所述柱体单元2之间通过套接单元3依次可拆卸连接,所述多个固定座1均通过螺栓固定连接于建筑楼面上。
实施例,请着重参考图2,所述固定座1包括座体11,所述座体11的四角分别开设有固定孔12,所述座体11的内部设有缓冲胶套13,所述缓冲胶套13可拆卸连接于所述柱体单元2的一端,此设计通过螺栓转过固定孔12固定连接于建筑楼面上,通过缓冲胶套13提高了结构柱的整体韧性。
实施例,请着重参考图2,所述缓冲胶套13的内部设有胶套卡条131,此设计通过胶套卡条131和柱体单元2的一端实现可拆卸连接。
实施例,请着重参考图3-4,所述柱体单元2包括柱体外壳21,所述柱体外壳21的内部设有多个填充块22,多个所述填充块22之间设有内柱23,所述内柱23的中部设有多个加强单元24,此设计通过多层复合结构,大大加强了柱体的强度。
实施例,请着重参考图3-4,所述柱体外壳21的外部两端分别设有柱体卡条211,此设计通过柱体卡条211和胶套卡条131卡接配合。
实施例,请着重参考图3-4,所述填充块22的内部呈蜂窝状设置,此设计通过填充块22内部的蜂窝状设置来吸收掉大部分爆炸时产生的冲击荷载,大大减少了内柱23所需要承受的冲击荷载。
实施例,请着重参考图3-4,所述内柱23包括轻钢外层231,所述轻钢外层231的内部设有玻纤加强层232,所述玻纤加强层232的内部设有轻钢内层233,所述轻钢内层233的内部两侧分别设有加强肋条234,此设计通过玻纤加强层232和加强肋条234共同加强柱体结构强度。
实施例,请着重参考图5,所述加强单元24包括多个撑杆单元241,所述撑杆单元241包括液压撑杆2411,所述液压撑杆2411的两端分别转动连接撑杆固定块2412,多个所述撑杆单元241一端的所述撑杆固定块2412均固定连接于所述加强肋条234的中部,所述多个撑杆单元241另一端的所述所述撑杆固定块2412均固定连接于所述轻钢内层233的内部另两侧,此设计通过撑杆单元241的斜向组合支撑对内柱23进行加固,进一步提高柱体单元2的强度。
实施例,请着重参考图6,所述套接单元3包括双向套筒31,所述双向套筒31的两端内部分别设有套筒缓冲套32,所述套筒缓冲套32可拆卸连接于所述柱体单元2的一端,此设计通过套筒缓冲套32提高了结构柱的整体韧性。
实施例,请着重参考图5,所述套筒缓冲套32的内部设有筒套卡条321,此设计通过筒套卡条321和柱体卡条211卡接配合。
操作原理:首先螺栓转过固定孔12将固定座1固定连接于建筑楼面上,通过缓冲胶套13提高了结构柱的整体韧性,通过胶套卡条131和柱体单元2的一端实现可拆卸连接,通过多层复合结构,大大加强了柱体的强度,通过柱体卡条211和胶套卡条131卡接配合,通过填充块22内部的蜂窝状设置来吸收掉大部分爆炸时产生的冲击荷载,大大减少了内柱23所需要承受的冲击荷载,通过玻纤加强层232和加强肋条234共同加强柱体结构强度,通过撑杆单元241的斜向组合支撑对内柱23进行加固,进一步提高柱体单元2的强度,通过套筒缓冲套32提高了结构柱的整体韧性,通过筒套卡条321和柱体卡条211卡接配合。
尽管已经示出和描述了发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离发明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,发明的范围由所附权利要求及其等同物限定。

Claims (10)

1.一种高抗爆性能轻钢结构柱,其特征在于:包括多个固定座(1),多个所述固定座(1)的中部分别可拆卸连接柱体单元(2)的一端,多个所述柱体单元(2)之间通过套接单元(3)依次可拆卸连接,所述多个固定座(1)均通过螺栓固定连接于建筑楼面上。
2.根据权利要求1所述的一种高抗爆性能轻钢结构柱,其特征在于:所述固定座(1)包括座体(11),所述座体(11)的四角分别开设有固定孔(12),所述座体(11)的内部设有缓冲胶套(13),所述缓冲胶套(13)可拆卸连接于所述柱体单元(2)的一端。
3.根据权利要求2所述的一种高抗爆性能轻钢结构柱,其特征在于:所述缓冲胶套(13)的内部设有胶套卡条(131)。
4.根据权利要求1所述的一种高抗爆性能轻钢结构柱,其特征在于:所述柱体单元(2)包括柱体外壳(21),所述柱体外壳(21)的内部设有多个填充块(22),多个所述填充块(22)之间设有内柱(23),所述内柱(23)的中部设有多个加强单元(24)。
5.根据权利要求4所述的一种高抗爆性能轻钢结构柱,其特征在于:所述柱体外壳(21)的外部两端分别设有柱体卡条(211)。
6.根据权利要求4所述的一种高抗爆性能轻钢结构柱,其特征在于:所述填充块(22)的内部呈蜂窝状设置。
7.根据权利要求4所述的一种高抗爆性能轻钢结构柱,其特征在于:所述内柱(23)包括轻钢外层(231),所述轻钢外层(231)的内部设有玻纤加强层(232),所述玻纤加强层(232)的内部设有轻钢内层(233),所述轻钢内层(233)的内部两侧分别设有加强肋条(234)。
8.根据权利要求7所述的一种高抗爆性能轻钢结构柱,其特征在于:所述加强单元(24)包括多个撑杆单元(241),所述撑杆单元(241)包括液压撑杆(2411),所述液压撑杆(2411)的两端分别转动连接撑杆固定块(2412),多个所述撑杆单元(241)一端的所述撑杆固定块(2412)均固定连接于所述加强肋条(234)的中部,所述多个撑杆单元(241)另一端的所述所述撑杆固定块(2412)均固定连接于所述轻钢内层(233)的内部另两侧。
9.根据权利要求1所述的一种高抗爆性能轻钢结构柱,其特征在于:所述套接单元(3)包括双向套筒(31),所述双向套筒(31)的两端内部分别设有套筒缓冲套(32),所述套筒缓冲套(32)可拆卸连接于所述柱体单元(2)的一端。
10.根据权利要求9所述的一种高抗爆性能轻钢结构柱,其特征在于:所述套筒缓冲套(32)的内部设有筒套卡条(321)。
CN202110982771.5A 2021-08-25 2021-08-25 一种高抗爆性能轻钢结构柱 Pending CN113684923A (zh)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110982771.5A CN113684923A (zh) 2021-08-25 2021-08-25 一种高抗爆性能轻钢结构柱

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110982771.5A CN113684923A (zh) 2021-08-25 2021-08-25 一种高抗爆性能轻钢结构柱

Publications (1)

Publication Number Publication Date
CN113684923A true CN113684923A (zh) 2021-11-23

Family

ID=78582546

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110982771.5A Pending CN113684923A (zh) 2021-08-25 2021-08-25 一种高抗爆性能轻钢结构柱

Country Status (1)

Country Link
CN (1) CN113684923A (zh)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105201142A (zh) * 2015-10-26 2015-12-30 沈阳建筑大学 抗爆耗能轻钢结构柱
CN107476497A (zh) * 2017-10-09 2017-12-15 沈阳建筑大学 一种抗爆耗能的钢结构柱
CN206916941U (zh) * 2017-07-17 2018-01-23 安徽水利嘉和机电设备安装有限公司 一种钢结构柱
CN107740537A (zh) * 2017-10-09 2018-02-27 沈阳建筑大学 一种圆形钢结构柱的抗爆耗能结构
CN207919895U (zh) * 2018-03-02 2018-09-28 江西雄宇(集团)有限公司 一种用于钢结构上的钢结构柱
KR20200145183A (ko) * 2019-06-21 2020-12-30 허삼회 구조 보강 및 내진성 향상을 위한 철골 기둥구조
CN212561986U (zh) * 2020-06-05 2021-02-19 江苏中景新材料科技有限公司 一种抗震性能优异的金属双向支撑机构

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105201142A (zh) * 2015-10-26 2015-12-30 沈阳建筑大学 抗爆耗能轻钢结构柱
CN206916941U (zh) * 2017-07-17 2018-01-23 安徽水利嘉和机电设备安装有限公司 一种钢结构柱
CN107476497A (zh) * 2017-10-09 2017-12-15 沈阳建筑大学 一种抗爆耗能的钢结构柱
CN107740537A (zh) * 2017-10-09 2018-02-27 沈阳建筑大学 一种圆形钢结构柱的抗爆耗能结构
CN207919895U (zh) * 2018-03-02 2018-09-28 江西雄宇(集团)有限公司 一种用于钢结构上的钢结构柱
KR20200145183A (ko) * 2019-06-21 2020-12-30 허삼회 구조 보강 및 내진성 향상을 위한 철골 기둥구조
CN212561986U (zh) * 2020-06-05 2021-02-19 江苏中景新材料科技有限公司 一种抗震性能优异的金属双向支撑机构

Similar Documents

Publication Publication Date Title
US11326364B2 (en) Function-recovering energy-dissipating reinforced concrete shear wall and construction method thereof
CN211572715U (zh) 一种装配式木结构建筑榫卯节点限位加固装置
CN113684923A (zh) 一种高抗爆性能轻钢结构柱
CN112323982B (zh) 一种临时搭建梁柱连接支撑结构
CN112064547B (zh) 一种传力式阻尼耗能混凝土结构防撞装置及防撞方法
CN201268895Y (zh) 一种钢网格墙
CN110792167A (zh) 带有减震装置的装配式混凝土梁柱节点
CN211690752U (zh) 带有减震装置的装配式混凝土梁柱节点
CN213508896U (zh) 一种抗震型建筑钢结构
CN213204451U (zh) 一种防屈曲支撑混凝土框架结构
CN214246607U (zh) 一种方便组装的建筑铝合金阳台模板
CN211735745U (zh) 一种胶合木轻骨料混凝土组合梁柱节点构造
CN210238550U (zh) 一种土木工程组合桩
CN209760974U (zh) 一种移动式声屏障
CN203361391U (zh) 带备用索的屈曲约束支撑
CN220014039U (zh) 一种建筑设计高效抗震连接结构
JP2004019306A (ja) 塔状建造物及びその構築方法
CN115341661A (zh) 一种装配式钢管混凝土桁架柱、桁架柱组件及施工方法
CN216075524U (zh) 基于轻量型材质的防扭转钢结构连接节点
CN213952962U (zh) 一种耐磨复合型多层木制建筑模板
CN205036092U (zh) 可对钢支撑释放安装阶段内力的装置
CN105464238A (zh) 一种内置钢管外包纤维管屈曲约束支撑
CN214738833U (zh) 一种便于拼装的钢结构连接部件
CN117364676B (zh) 一种预制式单孔防爆箱涵
CN216475898U (zh) 一种高强钢管内置纤维灌浆料组合柱

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20211123

RJ01 Rejection of invention patent application after publication