CN104652599A - Recoverable function novel structure system - Google Patents

Recoverable function novel structure system Download PDF

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Publication number
CN104652599A
CN104652599A CN201510078092.XA CN201510078092A CN104652599A CN 104652599 A CN104652599 A CN 104652599A CN 201510078092 A CN201510078092 A CN 201510078092A CN 104652599 A CN104652599 A CN 104652599A
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column
strength prestressed
post
components
anchored
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陈云
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Hainan University
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Hainan University
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Abstract

本发明是一种可恢复功能新型结构体系,属于抗震结构体系领域。它主要由柱、梁、高强预应力拉索和可更换耗能构件组成,柱和基础之间断开,高强预应力拉索的上端锚固在柱的顶部,下端锚固在基础,柱和梁之间通过高强预应力拉索连接,可更换耗能构件的两端分别安装在相邻的柱上。本发明概念清晰,施工方便,能够在强震时有效保护结构主要受力构件的安全,同时有利于震后对受损的构件修复更换,可广泛应用于高烈度地震区的重要建筑结构中。

The invention is a novel structural system with recoverable functions, which belongs to the field of anti-seismic structural systems. It is mainly composed of columns, beams, high-strength prestressed cables and replaceable energy-dissipating components. The column and the foundation are disconnected. The upper end of the high-strength prestressed cables is anchored on the top of the column, and the lower end is anchored on the foundation, between the column and the beam. Connected by high-strength prestressed cables, the two ends of the replaceable energy-dissipating components are respectively installed on adjacent columns. The invention has a clear concept, convenient construction, can effectively protect the safety of the main stress-bearing components of the structure during strong earthquakes, and at the same time facilitates the repair and replacement of damaged components after the earthquake, and can be widely used in important building structures in high-intensity earthquake areas.

Description

可恢复功能新型结构体系New structural system with recoverable function

技术领域technical field

本发明涉及抗震结构体系领域,特别涉及一种可恢复功能新型结构体系。The invention relates to the field of anti-seismic structural systems, in particular to a novel structural system with recoverable functions.

背景技术Background technique

随着抗震技术的进步和社会经济发展水平的提升,抗震设计应逐步由抗倒塌设计向可恢复功能设计转变。可恢复功能结构是目前抗震领域的研究热点,也是未来抗震的重要发展方向。传统的抗震结构注重增强结构的延性,良好的延性和足够的承载力虽能避免结构在强震时产生倒塌,但往往会对结构造成较大的损伤,震后较难修复或代价昂贵。With the advancement of anti-seismic technology and the improvement of social and economic development level, anti-seismic design should gradually change from anti-collapse design to design of recoverable function. Recoverable functional structure is a research hotspot in the field of earthquake resistance at present, and it is also an important development direction of earthquake resistance in the future. Traditional seismic structures focus on enhancing the ductility of the structure. Although good ductility and sufficient bearing capacity can prevent the structure from collapsing during strong earthquakes, it often causes greater damage to the structure, making it difficult or expensive to repair after the earthquake.

因此,研制开发一种能够在强震后快速恢复其正常使用功能的可恢复功能结构体系就显得既迫切而且特别有意义。Therefore, it is urgent and particularly meaningful to develop a recoverable functional structural system that can quickly restore its normal function after a strong earthquake.

发明内容Contents of the invention

为了克服目前已有的传统抗震结构存在的强震后残余变形较大且不易修复的不足之处,本发明提供一种能够在强震后快速恢复其正常使用功能的可恢复功能新型结构体系。In order to overcome the disadvantages of existing traditional anti-seismic structures, such as large residual deformation after strong earthquakes and difficult repairs, the present invention provides a new structural system with recoverable functions that can quickly restore its normal function after strong earthquakes.

本发明所采用的技术方案是一种可恢复功能新型结构体系,它主要由柱、梁、高强预应力拉索和可更换耗能构件组成,所述的柱和基础之间断开,高强预应力拉索的上端锚固在柱的顶部,下端锚固在基础,所述的柱和梁之间通过高强预应力拉索连接,所述的可更换耗能构件的两端分别安装在相邻的柱上。The technical solution adopted in the present invention is a new structural system with recoverable functions, which is mainly composed of columns, beams, high-strength prestressed cables and replaceable energy-consuming components. The upper end of the cable is anchored on the top of the column, and the lower end is anchored on the foundation. The column and the beam are connected by a high-strength prestressed cable, and the two ends of the replaceable energy-dissipating component are respectively installed on the adjacent column. .

所述的柱为钢筋混凝土柱或钢管混凝土柱或钢柱。The column is a reinforced concrete column or a steel tube concrete column or a steel column.

所述的梁为钢筋混凝土梁或钢管混凝土梁或钢梁。The beam is a reinforced concrete beam or a steel pipe concrete beam or a steel beam.

所述的可更换耗能构件为金属耗能部件或黏弹性阻尼耗能部件或摩擦阻尼耗能部件或复合阻尼耗能部件。The replaceable energy-dissipating component is a metal energy-dissipating component or a viscoelastic damping energy-dissipating component or a frictional damping energy-dissipating component or a composite damping energy-dissipating component.

所述的可恢复功能新型结构体系各组成构件可以在工厂预制,运到现场后安装。The components of the novel structural system with recoverable functions can be prefabricated in a factory and installed after being transported to the site.

本发明具有如下显著优点:The present invention has following remarkable advantages:

(1)能够有效减轻上部结构的破坏。相比目前已有的上部结构与基础完全固定的传统抗震结构,本发明通过在强震时的受控摇摆反应可以有效减轻上部结构破坏。(1) It can effectively reduce the damage of the superstructure. Compared with the existing traditional anti-seismic structure in which the superstructure and the foundation are completely fixed, the present invention can effectively reduce the damage of the superstructure through the controlled sway response during strong earthquakes.

(2)有利于结构的震后修复或更换。本发明主要将耗能和损伤集中在可更换耗能构件,有利于强震后对可更换耗能构件进行修复或更换。(2) Conducive to post-earthquake repair or replacement of structures. The invention mainly concentrates energy consumption and damage on the replaceable energy consumption component, which is beneficial to repair or replace the replaceable energy consumption component after a strong earthquake.

(3)震后残余变形小。本发明通过设置在结构中的高强预应力拉索可以对结构提供自复位能力,有效减小结构的震后残余变形。(3) The residual deformation after the earthquake is small. The invention can provide self-reset capability for the structure through the high-strength prestressed cable arranged in the structure, and effectively reduce the residual deformation of the structure after the earthquake.

本发明可用于高烈度地震区的重要建筑结构中,不仅能够有效减轻结构主要受力构件的破坏,而且具有较好的自复位能力,震后残余变形小,施工方便,造价合理,具有良好的应用前景。The invention can be used in important building structures in high-intensity earthquake areas. It can not only effectively reduce the damage of the main stress-bearing components of the structure, but also has good self-resetting ability, small residual deformation after the earthquake, convenient construction, reasonable cost, and good performance. Application prospect.

附图说明Description of drawings

附图为本发明实施例的结构示意图。Accompanying drawing is the structural representation of the embodiment of the present invention.

附图中数字含义如下:The meanings of the numbers in the accompanying drawings are as follows:

1-柱;2-梁;3-高强预应力拉索;4-可更换耗能构件;5-基础。1-column; 2-beam; 3-high-strength prestressed cable; 4-replaceable energy-dissipating components; 5-foundation.

具体实施方式Detailed ways

以下结合附图对本发明作进一步详细的说明。The present invention will be described in further detail below in conjunction with the accompanying drawings.

如附图所示,本发明是一种可恢复功能新型结构体系,它主要由柱1、梁2、高强预应力拉索3和可更换耗能构件4组成,所述的柱1和基础5之间断开,高强预应力拉索3的上端锚固在柱1的顶部,下端锚固在基础5,所述的柱1和梁2之间通过高强预应力拉索3连接,所述的可更换耗能构件4的两端分别安装在相邻的柱1上。As shown in the accompanying drawings, the present invention is a new structural system with recoverable functions, which is mainly composed of columns 1, beams 2, high-strength prestressed cables 3 and replaceable energy-dissipating components 4. The columns 1 and foundations 5 The upper end of the high-strength prestressed cable 3 is anchored on the top of the column 1, and the lower end is anchored on the foundation 5. The column 1 and the beam 2 are connected by a high-strength prestressed cable 3. The replaceable consumption Both ends of the energy component 4 are installed on adjacent columns 1 respectively.

所述的柱1为钢筋混凝土柱或钢管混凝土柱或钢柱。The column 1 is a reinforced concrete column or a steel tube concrete column or a steel column.

所述的梁2为钢筋混凝土梁或钢管混凝土梁或钢梁。The beam 2 is a reinforced concrete beam or a steel pipe concrete beam or a steel beam.

所述的可更换耗能构件4为金属耗能部件或黏弹性阻尼耗能部件或摩擦阻尼耗能部件或复合阻尼耗能部件。The replaceable energy-dissipating component 4 is a metal energy-dissipating component or a viscoelastic damping energy-dissipating component or a frictional damping energy-dissipating component or a composite damping energy-dissipating component.

所述的可恢复功能新型结构体系各组成构件可以在工厂预制,运到现场后安装。The components of the novel structural system with recoverable functions can be prefabricated in a factory and installed after being transported to the site.

本发明不仅能够有效减轻结构主要受力构件的破坏,而且具有较好的自复位能力,震后残余变形小,便于修复更换。本发明概念清晰,施工方便,造价合理,将广泛应用于高烈度地震区的重要建筑结构中。The invention not only can effectively reduce the damage of the main stress-bearing components of the structure, but also has good self-resetting ability, small residual deformation after the earthquake, and is convenient for repair and replacement. The invention has clear concept, convenient construction and reasonable cost, and will be widely used in important building structures in high-intensity earthquake areas.

Claims (4)

1. one kind can restore funcitons new structural systen, it is characterized in that: it forms primarily of post, beam, high-strength prestressed drag-line and replaceable dissipative member, described post is separated with basis, the upper end of high-strength prestressed drag-line is anchored at the top of post, anchoring lower ends is on basis, connected by high-strength prestressed drag-line between described post and beam, the two ends of described replaceable dissipative member are arranged on adjacent post respectively.
2. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described post is reinforced concrete post or steel core concrete column or steel column.
3. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described beam is reinforced concrete beam or steel tube concrete beam or girder steel.
4. according to claim 1 can restore funcitons new structural systen, it is characterized in that: described replaceable dissipative member is metal energy-consuming parts or viscoelasticity damping energy dissipation parts or frictional damping energy-consuming parts or composite damping energy-consuming parts.
CN201510078092.XA 2015-02-13 2015-02-13 Recoverable function novel structure system Pending CN104652599A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109797846A (en) * 2019-01-04 2019-05-24 国住人居工程顾问有限公司 A kind of building system and its construction method for tensioning construction
CN111155650A (en) * 2020-01-19 2020-05-15 华侨大学 A functionally recoverable reinforced concrete strong ridge frame structure
CN111395574A (en) * 2020-03-31 2020-07-10 海南大学 Assembled self-resetting energy dissipation shear wall
CN111411698A (en) * 2020-03-30 2020-07-14 海南大学 A self-resetting frame-energy dissipating connection infill wall structure
CN115853113A (en) * 2022-12-29 2023-03-28 东南大学 A multi-safety redundancy self-resetting structure system and self-resetting method

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109797846A (en) * 2019-01-04 2019-05-24 国住人居工程顾问有限公司 A kind of building system and its construction method for tensioning construction
CN111155650A (en) * 2020-01-19 2020-05-15 华侨大学 A functionally recoverable reinforced concrete strong ridge frame structure
CN111411698A (en) * 2020-03-30 2020-07-14 海南大学 A self-resetting frame-energy dissipating connection infill wall structure
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CN111395574A (en) * 2020-03-31 2020-07-10 海南大学 Assembled self-resetting energy dissipation shear wall
CN115853113A (en) * 2022-12-29 2023-03-28 东南大学 A multi-safety redundancy self-resetting structure system and self-resetting method
CN115853113B (en) * 2022-12-29 2024-04-16 东南大学 Multi-safety redundancy self-resetting structure system and self-resetting method

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Application publication date: 20150527