CN204804053U - Spherical node of assembled concrete frame with from reset function - Google Patents
Spherical node of assembled concrete frame with from reset function Download PDFInfo
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- CN204804053U CN204804053U CN201520079491.3U CN201520079491U CN204804053U CN 204804053 U CN204804053 U CN 204804053U CN 201520079491 U CN201520079491 U CN 201520079491U CN 204804053 U CN204804053 U CN 204804053U
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- 238000010276 construction Methods 0.000 claims abstract description 15
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- 238000005516 engineering process Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 210000002435 tendon Anatomy 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000009897 systematic effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
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- 239000004568 cement Substances 0.000 description 1
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- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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- 238000012986 modification Methods 0.000 description 1
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- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
本实用新型公布了一种具有自复位功能的装配式混凝土框架球形节点,梁端设计成椭球形嵌入到柱中;预制梁构件中间预留预应力筋孔道,现场装配时对预应力筋实施张拉。连接施工以“干作业”为主,节点周围进行非结构性灌浆,考虑在连接处嵌入橡胶垫块,可减轻构件碰撞时的损伤,也能够保证耗能元件屈服后节点的转动变形能力。本实用新型结构具有自复位功能,通过将梁端设计成椭球形的方式,使梁柱节点的抗震性能有效提高,同时方便安装就位。
The utility model discloses an assembled concrete frame spherical joint with self-resetting function. The beam end is designed to be ellipsoidal and embedded in the column; pull. The connection construction is mainly based on "dry work". Non-structural grouting is carried out around the joints. Considering the embedding of rubber pads at the joints can reduce the damage of components during collisions and ensure the rotational deformation capacity of the joints after the energy-dissipating elements yield. The structure of the utility model has a self-resetting function. By designing the beam end into an ellipsoid shape, the seismic performance of the beam-column joint is effectively improved, and at the same time, it is convenient to install in place.
Description
技术领域 technical field
本实用新型涉及一种具有自复位功能的装配式混凝土框架球形节点。 The utility model relates to an assembled concrete frame spherical joint with self-resetting function.
背景技术 Background technique
预制装配式建筑是工业化生产的建筑结构,具有自重轻、施工快、施工噪音小、造价低、节能、环保、工艺简单等特点,具有广阔的发展前景。对预制装配式建筑进行研究,具有重要的现实意义和应用价值。目前已提出了一种预制装配式框架结构体系,采用一种集预制结构、保温、装饰、防水、防火等功能一体化的新型轻质整体建筑墙板,实现了结构功能一体化。已经申请了墙体自保温技术的专利,在宜兴的大溪河城市公建项目、江苏泰源环保科技有限公司新建厂房、宜兴氿北花园等进行了示范工程建设。但我国对其技术体系尚未形成统一、规范的理论和技术体系。因此,需要对预制装配式结构的关键部位-节点进行系统化的理论研究,为推动建筑工业化提供理论基础。 Prefabricated building is an industrially produced building structure, which has the characteristics of light weight, fast construction, low construction noise, low cost, energy saving, environmental protection, simple process, etc., and has broad development prospects. Research on prefabricated buildings has important practical significance and application value. At present, a prefabricated frame structure system has been proposed, and a new type of lightweight integral building wall panel integrating functions such as prefabricated structure, heat preservation, decoration, waterproof, and fire prevention has been proposed to realize the integration of structure and function. We have applied for a patent for wall self-insulation technology, and have carried out demonstration projects in the Daxihe City Public Construction Project in Yixing, the new factory building of Jiangsu Taiyuan Environmental Protection Technology Co., Ltd., and the Yixing Beibei Garden. But our country has not yet formed a unified and standardized theory and technology system for its technical system. Therefore, it is necessary to conduct systematic theoretical research on the key parts of the prefabricated structure-nodes, so as to provide a theoretical basis for promoting the industrialization of buildings.
为加快发展建设工程的预制、装配技术,提高建筑工业化技术集成水平。支持整合设计、生产、施工全过程的工业化基地建设,选择条件具备的城市进行试点,加快市场推广应用。国家和省市都提出建设目标,如2015年我国建造的装配式建筑面积达到1000万平米,单体建筑要求预制装配率达到30%。到2020年单体建筑预制装配率达到60%。国家对于采用预制装配式建筑的项目,给予奖励和税收方面优惠政策,并优先返还墙改基金、散装水泥基金等支持。装配式混凝土框架结构中,节点是连接梁柱的关键部位,直接影响框架整体的性能。目前,预制装配式结构主要存在的问题有: In order to speed up the development of prefabrication and assembly technology for construction projects, and improve the integration level of construction industrialization technology. Support the construction of industrialized bases that integrate the entire process of design, production, and construction, select cities with suitable conditions for pilot projects, and accelerate market promotion and application. Both the country and provinces and cities have put forward construction goals. For example, in 2015, the area of prefabricated buildings built in my country will reach 10 million square meters, and the prefabricated assembly rate of single buildings will reach 30%. By 2020, the prefabrication rate of single buildings will reach 60%. For projects using prefabricated buildings, the state will give incentives and preferential tax policies, and give priority to returning support such as wall reform funds and bulk cement funds. In the prefabricated concrete frame structure, the nodes are the key parts connecting beams and columns, which directly affect the overall performance of the frame. At present, the main problems of prefabricated structures are:
装配式混凝士结构的标准化设计及模数化制作问题。这是工业化生产的必然要求,且同时涉及到构件之间的连接方式、防漏及保温隔热的构造、相应连接配件的设置等一系列问题。 Standardized design and modular production of prefabricated concrete structures. This is an inevitable requirement of industrial production, and it involves a series of issues such as the connection method between components, the structure of leakage prevention and heat insulation, and the setting of corresponding connection accessories.
装配式混凝土结构预制构件的连接技术。在保证整体结构安全性、整体性的前提下,尽量简化连接构造。降低施工中不确定性对结构性能的影响。同时,应密切关注连接处的防漏、防渗以及保温问题等。 Connection technology of prefabricated components of prefabricated concrete structures. On the premise of ensuring the safety and integrity of the overall structure, the connection structure should be simplified as much as possible. Reduce the impact of uncertainty in construction on structural performance. At the same time, close attention should be paid to the leak-proof, seepage-proof and heat preservation problems of the joints.
装配式混凝士结构配套的设计、制作、施工及验收标准的编制。应在切实掌握装配式混凝土结构性能的基础上,确定配套的设计方法、制作工艺要求、施工指南及验收标准等。以促进技术成熟及推广。虽然很多建筑企业都已经出台各自的地方标准。但是由于地方局限性及标准的不够系统和成熟,阻碍了各技术在全国范围的推广及应用。 Compilation of design, manufacture, construction and acceptance standards for prefabricated concrete structures. On the basis of a solid grasp of the performance of the prefabricated concrete structure, the supporting design method, manufacturing process requirements, construction guidelines and acceptance criteria, etc. should be determined. To promote technology maturity and promotion. Although many construction companies have issued their own local standards. However, due to local limitations and insufficiently systematic and mature standards, the promotion and application of various technologies have been hindered nationwide.
实用新型内容 Utility model content
本实用新型目的是针对现有技术存在的缺陷提供一种具有自复位功能的装配式混凝土框架球形节点。 The purpose of the utility model is to provide an assembled concrete frame spherical joint with self-resetting function aiming at the defects in the prior art.
本实用新型借鉴国内外延性节点的构造,分析节点的受力特点和耗能机理,提出一种新型节点构造思路:梁端设计成椭球形嵌入柱中;预制梁构件中间预留预应力筋孔道,现场装配时对预应力筋实施张拉。 The utility model draws on the structure of ductile joints at home and abroad, analyzes the force characteristics and energy dissipation mechanism of the joints, and proposes a new joint construction idea: the beam end is designed as an ellipsoid embedded in the column; the prestressed tendon channel is reserved in the middle of the prefabricated beam member , tensioning the prestressed tendons during on-site assembly.
本实用新型的有益效果:本实用新型结构简单实用,能通过梁端球形构造,使梁、柱构件在地震作用下发生刚体转动能力,构件本身免受损伤,球形接头能够减轻梁柱转动过程中的局部挤压。 Beneficial effects of the utility model: the utility model has a simple and practical structure. Through the spherical structure of the beam end, the beam and column components can generate rigid body rotation ability under the action of an earthquake, and the components themselves are protected from damage. local extrusion.
附图说明 Description of drawings
图1本实用新型的节点大样图; Fig. 1 large sample diagram of the node of the utility model;
图1中,1-预应力筋,2-橡胶垫,3-砂浆层。 In Fig. 1, 1-prestressed tendon, 2-rubber pad, 3-mortar layer.
具体实施方式 Detailed ways
图1所示,为一种具有自复位功能的装配式混凝土框架球形节点,梁端设计成椭球形嵌入柱中;预制梁构件中间预留预应力筋孔道,现场装配时对预应力筋实施张拉。 As shown in Figure 1, it is a spherical joint of assembled concrete frame with self-resetting function. The beam end is designed as an ellipsoid embedded in the column; the prefabricated beam member is reserved in the middle of the prestressed tendon channel, and the prestressed tendon is tensioned during on-site assembly. pull.
以上所述仅为本实用新型的较佳实例,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。 The above descriptions are only preferred examples of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present utility model shall be included in the present utility model. within the scope of the new protection.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193287A (en) * | 2016-07-13 | 2016-12-07 | 武汉理工大学 | Prestressing force assembly concrete node curved surface attachment structure |
CN110284589A (en) * | 2019-05-10 | 2019-09-27 | 合肥工业大学 | Hub-type precast concrete beam column assembled Self-resetting system and construction method |
CN110847357A (en) * | 2019-11-28 | 2020-02-28 | 东南大学 | Energy dissipation spare modular assembled is from low damage node of restoring to throne concrete frame |
CN111663674A (en) * | 2020-07-02 | 2020-09-15 | 中信国安建工集团有限公司 | High-rise residential building earthquake-resistant building and construction method thereof |
CN111705622A (en) * | 2020-04-09 | 2020-09-25 | 赵瑞芬 | Self-resetting assembly type precast concrete arch bridge |
CN111733684A (en) * | 2020-04-09 | 2020-10-02 | 赵瑞芬 | Self-resetting assembly type precast concrete arch bridge support |
-
2015
- 2015-02-02 CN CN201520079491.3U patent/CN204804053U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193287A (en) * | 2016-07-13 | 2016-12-07 | 武汉理工大学 | Prestressing force assembly concrete node curved surface attachment structure |
CN110284589A (en) * | 2019-05-10 | 2019-09-27 | 合肥工业大学 | Hub-type precast concrete beam column assembled Self-resetting system and construction method |
CN110284589B (en) * | 2019-05-10 | 2022-06-03 | 合肥工业大学 | Hub-type precast concrete beam-column assembled self-reset system and construction method |
CN110847357A (en) * | 2019-11-28 | 2020-02-28 | 东南大学 | Energy dissipation spare modular assembled is from low damage node of restoring to throne concrete frame |
CN111705622A (en) * | 2020-04-09 | 2020-09-25 | 赵瑞芬 | Self-resetting assembly type precast concrete arch bridge |
CN111733684A (en) * | 2020-04-09 | 2020-10-02 | 赵瑞芬 | Self-resetting assembly type precast concrete arch bridge support |
CN111663674A (en) * | 2020-07-02 | 2020-09-15 | 中信国安建工集团有限公司 | High-rise residential building earthquake-resistant building and construction method thereof |
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Granted publication date: 20151125 Termination date: 20170202 |