CN107816126A - A kind of embedded prefabricated post of assembly concrete and prefabricated balcony - Google Patents

A kind of embedded prefabricated post of assembly concrete and prefabricated balcony Download PDF

Info

Publication number
CN107816126A
CN107816126A CN201711018320.XA CN201711018320A CN107816126A CN 107816126 A CN107816126 A CN 107816126A CN 201711018320 A CN201711018320 A CN 201711018320A CN 107816126 A CN107816126 A CN 107816126A
Authority
CN
China
Prior art keywords
prefabricated
balcony
hole slot
prefabricated balcony
concrete
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.)
Granted
Application number
CN201711018320.XA
Other languages
Chinese (zh)
Other versions
CN107816126B (en
Inventor
吴献
田瑶
张延年
回国臣
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.)
Zhang Yannian
Original Assignee
Shenyang Jianzhu University
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 Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201711018320.XA priority Critical patent/CN107816126B/en
Publication of CN107816126A publication Critical patent/CN107816126A/en
Application granted granted Critical
Publication of CN107816126B publication Critical patent/CN107816126B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04B1/003Balconies; Decks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

本发明涉及一种装配式混凝土嵌入式预制柱与预制阳台,属于建筑技术领域。包括预制柱、预制阳台、墙体预留方形孔槽、四个连接件,所述预制柱上下两端分别与预制阳台配合嵌入连接,所述预制柱上下两端中心部位预留矩形槽;所述预制阳台底部设置四个方形槽,近柱两端设置长方体混凝土结构,与预制柱的矩形槽相嵌合,安装完成后采用水泥砂浆密封;所述墙体预留方形孔槽沿墙体横向,在相邻两柱等间距布置四个预留方形槽;所述连接件为L形钢筋混凝土受弯构件,一端与墙体预留方形孔槽嵌合,一端与预制阳台方形孔槽嵌合,安装完成后采用水泥砂浆密封。本发明承载力高、施工方便、施工速度快、经济效果好,运输方便,缩短工时,降低造价。

The invention relates to an assembled concrete embedded prefabricated column and a prefabricated balcony, belonging to the field of building technology. It includes prefabricated columns, prefabricated balconies, square holes and grooves reserved on the wall, and four connectors. The upper and lower ends of the prefabricated columns are respectively embedded and connected with the prefabricated balconies. Four square grooves are arranged at the bottom of the prefabricated balcony, and cuboid concrete structures are arranged near the two ends of the columns, which are fitted with the rectangular grooves of the prefabricated columns, and sealed with cement mortar after installation; , arrange four reserved square grooves at equal intervals between two adjacent columns; the connector is an L-shaped reinforced concrete flexural member, one end fits with the reserved square hole groove on the wall, and the other end fits with the prefabricated balcony square hole groove , Sealed with cement mortar after installation. The invention has the advantages of high bearing capacity, convenient construction, fast construction speed, good economic effect, convenient transportation, shortened working hours and reduced cost.

Description

一种装配式混凝土嵌入式预制柱与预制阳台A prefabricated concrete embedded prefabricated column and prefabricated balcony

技术领域technical field

本发明属于建筑技术领域,特别是涉及一种装配式混凝土嵌入式预制柱与预制阳台。The invention belongs to the technical field of buildings, in particular to an assembled concrete embedded prefabricated column and a prefabricated balcony.

背景技术Background technique

装配式混凝土建筑的发展始于20世纪50年代,经过了研究、迅速发展、使用和发展缓慢等阶段,于2000年以后,国家发展低碳经济时,装配式混凝土建筑以其能源消耗低、建造速度快与环境污染少等特点,逐步迈向了一个新的发展阶段。并且,在2010年,在首都相继推出了《关于产业化住宅项目实施面积奖励等优惠措施的暂行办法》和《关于推进本市住宅产业化的指导意见》,有效的指导装配式住宅项目的实施。并且,国家许多行业协会、设计院所和住建部门逐步展开有关装配式技术的研究工作,纷纷出台了《整体预应力装配式板柱建筑技术规程》、《叠合板用预应力混凝土底板》和《装配整体式住宅混凝土构件制作、施工及验收验收规范》等标准规范,有效的助推了相关行业的发展。此后,2016年,国家进一步加强了对装配式建筑的应用,计划在未来10年,让该建筑应用比例占建筑比例的30%左右。由此可见,在国家政府的支持下,装配式混凝土建筑具有良好的发展前景。The development of prefabricated concrete buildings began in the 1950s. After research, rapid development, use and slow development, after 2000, when the country developed a low-carbon economy, prefabricated concrete buildings were characterized by low energy consumption and low construction costs. With the characteristics of fast speed and less environmental pollution, it has gradually entered a new stage of development. Moreover, in 2010, the "Interim Measures on the Implementation of Area Incentives and Other Preferential Measures for Industrialized Housing Projects" and "Guiding Opinions on Promoting the Industrialization of Housing in this City" were successively launched in the capital to effectively guide the implementation of prefabricated housing projects . Moreover, many industry associations, design institutes and housing construction departments in the country have gradually carried out research work on prefabricated technology, and have issued "Technical Regulations for Integral Prestressed Prefabricated Slab-Column Buildings", "Prestressed Concrete Floor for Laminated Slabs" and Standards and regulations such as the "Code for Fabrication, Construction and Acceptance of Prefabricated Integral Residential Concrete Components" have effectively boosted the development of related industries. Since then, in 2016, the country has further strengthened the application of prefabricated buildings, and plans to make the proportion of this building application account for about 30% of the building proportion in the next 10 years. It can be seen that with the support of the national government, prefabricated concrete buildings have good development prospects.

装配式建筑注重对环境、资源的保护,其施工过程中有效减少了建筑污水、有害气体、粉尘的排放和建筑噪音的污染,降低了建筑施工对周边环境的各种影响,有利于提高建筑的劳动生产率,促进设计、建筑的精细化,提升建筑的整体质量和节能减排水率,促进了我国建筑业健康可持续发展,符合国家经济发展的需求。The prefabricated building pays attention to the protection of the environment and resources. During the construction process, it effectively reduces the emission of construction sewage, harmful gases, dust and construction noise pollution, reduces the various impacts of construction on the surrounding environment, and is conducive to improving the construction efficiency. Labor productivity promotes the refinement of design and construction, improves the overall quality of buildings and the rate of energy conservation and drainage reduction, promotes the healthy and sustainable development of my country's construction industry, and meets the needs of national economic development.

在大力推动转变经济发展方式,调整产业结构和大力推动节能减排工作的背景下,北京、上海、沈阳、深圳、济南、合肥等城市地方政府以保障性住房建设为抓手,陆续出台支持建筑工业化发展的地方政策。国内的大型房地产开发企业、总承包企业和预制构件生产企业也纷纷行动起来,加大建筑工业化投入。从全国来看,以新型预制混凝土装配式结构快速发展为代表的建筑工业化进入了新一轮的高速发展期。这个时期是我国住宅产业真正进入全面推进的时期,工业化进程也在逐渐加快推进,但是总体来看与发达国家相比差距还很大。随着我国的建筑设计和建造技术的逐渐进步,设计的内容也从最初单一的形式考虑转变成在形式、功能与环保等各方之间寻求平衡,而预制装配系统几乎可以满足多种类型的建筑。实际上,装配式建筑早在几十年前便已初现。近年来,随着国内外双重需求压力的不断增加,装配式建筑形式再次被提出并应用。目前,上海已有一些企业在住宅类工程中采用了装配式建筑。Under the background of vigorously promoting the transformation of economic development mode, adjusting industrial structure and vigorously promoting energy conservation and emission reduction, the local governments of Beijing, Shanghai, Shenyang, Shenzhen, Jinan, Hefei and other cities focus on the construction of affordable housing and have successively issued policies to support buildings. Local policies for industrial development. Domestic large-scale real estate development companies, general contracting companies and prefabricated component manufacturers have also taken action to increase investment in construction industrialization. From a national perspective, the construction industrialization represented by the rapid development of new prefabricated concrete assembly structures has entered a new round of rapid development. This period is a period when my country's housing industry is truly advancing in an all-round way, and the process of industrialization is also gradually accelerating, but overall there is still a big gap compared with developed countries. With the gradual progress of my country's architectural design and construction technology, the content of the design has also changed from the initial consideration of a single form to a balance between form, function and environmental protection, and the prefabricated assembly system can almost meet various types. architecture. In fact, prefabricated buildings have emerged as early as decades ago. In recent years, with the increasing pressure of dual demand at home and abroad, prefabricated building forms have been proposed and applied again. At present, some enterprises in Shanghai have adopted prefabricated buildings in residential projects.

北美地区主要以美国和加拿大为主.由于预制/预应力混凝土协会(PCI)长期研究与推广预制建筑,预制混凝土的相关标准规范也很完善.所以其装配式混凝土建筑应用非常普遍。北美的预制建筑主要包括建筑预制外墙和结构预制构件两大系列。预制构件的共同特点是大型化和预应力相结合.可优化结构配筋和连接构造,减少制作和安装工作量,缩短施工工期,充分体现工业化、标准化和技术经济性特征。在20世纪,北美的预制建筑主要用于低层非抗震设防地区。由于加州地区的地震影响,近年来非常重视抗震和中高层预制结构的工程应用技术研究。PCI最近出版了《预制混凝土结构抗震设计》一书,从理论和实践角度系统地分析了预制建筑的抗震设计问题,总结了许多预制结构抗震设计的最新科研成果,对指导预制结构设计和工程应用推广具有很强的指导意义。North America is mainly dominated by the United States and Canada. Due to the long-term research and promotion of precast buildings by the Precast/Prestressed Concrete Association (PCI), the relevant standards and specifications for precast concrete are also very complete. Therefore, its prefabricated concrete building application is very common. Prefabricated buildings in North America mainly include two series of building prefabricated exterior walls and structural prefabricated components. The common feature of prefabricated components is the combination of large-scale and prestress. It can optimize the structural reinforcement and connection structure, reduce the workload of fabrication and installation, shorten the construction period, and fully reflect the characteristics of industrialization, standardization and technical economy. In the 20th century, prefabricated buildings in North America were mainly used in low-rise non-seismic fortified areas. Due to the impact of earthquakes in the California area, in recent years, great attention has been paid to the research on engineering application technology of earthquake resistance and mid-high-rise prefabricated structures. PCI recently published the book "Seismic Design of Prefabricated Concrete Structures", which systematically analyzes the seismic design of prefabricated buildings from the perspective of theory and practice, and summarizes the latest scientific research achievements in the seismic design of prefabricated structures. Promotion has a strong guiding significance.

欧洲是预制建筑的发源地,早在17世纪就开始了建筑工业化之路。第二次世界大战后,由于劳动力资源短缺,欧洲更进一步研究探索建筑工业化模式。无论是经济发达的北欧、西欧,还是经济欠发达的东欧,一直都在积极推行预制装配混凝土建筑的设计施工方式。积累了许多预制建筑的设计施工经验,形成了各种专用预制建筑体系和标准化的通用预制产品系列,并编制了一系列预制混凝土工程标准和应用手册,对推动预制混凝土在全世界的应用起到了非常重要的作用。Europe is the birthplace of prefabricated buildings, and the road to industrialization of buildings began as early as the 17th century. After the Second World War, due to the shortage of labor resources, Europe further studied and explored the industrialization model of construction. Whether it is economically developed Northern Europe, Western Europe, or economically underdeveloped Eastern Europe, they have been actively promoting the design and construction of prefabricated concrete buildings. Accumulated a lot of experience in the design and construction of prefabricated buildings, formed various special prefabricated building systems and standardized general prefabricated product series, and compiled a series of precast concrete engineering standards and application manuals, which played a role in promoting the application of precast concrete in the world very important role.

日本和韩国借鉴了欧美的成功经验,在探索预制建筑的标准化设计施工基础上,结合自身要求,在预制结构体系整体性抗震和隔震设计方面取得了突破性进展。具有代表性成就的是日本2008年采用预制装配框架结构建成的两栋58层的东京塔。同时,日本的预制混凝土建筑体系设计、制作和施工的标准规范也很完善,目前使用的预制规范有《预制混凝土工程}(JASSl0)和《混凝土幕墙)(JASSl4)。Drawing on the successful experience of Europe and the United States, Japan and South Korea have made breakthroughs in the overall seismic and isolation design of prefabricated structural systems on the basis of exploring the standardized design and construction of prefabricated buildings and combining their own requirements. Representative achievements are the two 58-story Tokyo Towers built in Japan in 2008 using prefabricated frame structures. At the same time, the standard specifications for the design, production and construction of precast concrete building systems in Japan are also very complete. The prefabricated specifications currently in use include "Precast Concrete Engineering" (JASSl0) and "Concrete Curtain Wall) (JASSl4).

装配式混凝土建筑和采用预制空心楼板的砌体建筑成为两种最主要的建筑体系,应用普及率达70%以上。由于装配式建筑的功能和物理性能存在许多局限和不足,我国的装配式混凝土建筑设计和施工技术研发水平还跟不上社会需求及建筑技术发展的变化。到20世纪90年代中期,装配式混凝土建筑已逐渐被全现浇混凝土建筑体系取代,目前除装配式单层工业厂房建筑体系应用较广泛外,其他预制装配式建筑体系的工程应用极少。预制结构抗震的整体性和设计施工管理的专业化研究不够,造成其技术经济性较差。这是导致预制结构长期处于停滞状态的根本原因。Prefabricated concrete buildings and masonry buildings with prefabricated hollow-core slabs have become the two most important building systems, with an application penetration rate of over 70%. Due to the many limitations and deficiencies in the functions and physical properties of prefabricated buildings, my country's prefabricated concrete building design and construction technology research and development level cannot keep up with social needs and changes in the development of construction technology. By the mid-1990s, prefabricated concrete buildings had been gradually replaced by all-cast-in-place concrete building systems. At present, except for prefabricated single-storey industrial plant building systems, other prefabricated building systems are rarely used in engineering applications. Insufficient research on the anti-seismic integrity of prefabricated structures and professional design and construction management results in poor technical and economic efficiency. This is the root cause of the long-term stagnation of prefabricated structures.

预应力薄板叠合楼板1940~1942年间,英国P.W.埃伯利斯首先创议把下部用预应力薄板作为模板与上部现浇混凝土组成一个整体。40年代末到50年代初,英国、苏联、瑞士、瑞典、法国、波兰、奥地利等国都开始采用这类楼板。60~70年代迅速发展,特别是法国和联邦德国目前已广泛应用在各类房屋建筑中。中国于1980年进行试制。经过多种跨度和不同荷载的结构试验,1981年在北京27层高的西苑饭店工程首次采用,面积约2万平方米。此后,在一些高层旅游宾馆、办公楼、外交公寓、仓库等工程中,得到推广。Between 1940 and 1942, British P.W. Eberlis first proposed to use the prestressed thin slab as a formwork in the lower part and form a whole with the cast-in-place concrete in the upper part. From the late 1940s to the early 1950s, Britain, the Soviet Union, Switzerland, Sweden, France, Poland, Austria and other countries began to adopt this type of floor. It developed rapidly in the 1960s and 1970s, especially in France and the Federal Republic of Germany, and has been widely used in various housing constructions. Trial production was carried out in China in 1980. After structural tests with various spans and different loads, it was first used in the 27-storey Xiyuan Hotel project in Beijing in 1981, with an area of about 20,000 square meters. Since then, it has been promoted in some high-rise tourist hotels, office buildings, diplomatic apartments, warehouses and other projects.

从国内外的研究和应用经验来看,可采用预制装配式框架结构、预制装配式剪力墙结构、预制装配式框架-现浇剪力墙(核心筒)结构体系。结构中承重构件可以全部为预制构件或者预制与现浇构件相结合。其中,预制装配式剪力墙结构可以分为全预制剪力墙结构、部分预制剪力墙结构和适当降低结构性能要求的多层剪力墙结构。预制装配式框架结构及预制装配式框架-现浇剪力墙(核心筒)结构中的框架,梁、柱全部采用预制构件,承重构件之间的节点、拼缝连接均按照等同现浇结构要求进行设计和施工。该结构体系具有和现浇结构等同的性能,结构的适用高度、抗震等级与设计方法与现浇结构基本相同。全预制剪力墙结构指全部剪力墙采用预制构件拼装装配。预制墙体之间的拼缝基本等同于现浇结构或者略低于现浇结构,需要通过设计计算满足拼缝的承载力、变形要求,并在整体结构分析中考虑拼缝的影响。该结构体系的预制化率高,但拼缝的连接构造比较复杂、施工难度较大,难以保证完全等同于现浇剪力墙结构,目前的研究和工程实践还不充分,在震区的推广应用还需要进一步的研究工作。From the research and application experience at home and abroad, prefabricated frame structure, prefabricated shear wall structure, prefabricated frame-cast-in-place shear wall (core tube) structure system can be used. The load-bearing components in the structure can be all prefabricated components or a combination of prefabricated and cast-in-place components. Among them, the prefabricated assembly shear wall structure can be divided into fully prefabricated shear wall structure, partial prefabricated shear wall structure and multi-layer shear wall structure with appropriately reduced structural performance requirements. Prefabricated assembled frame structure and prefabricated assembled frame-cast-in-place shear wall (core tube) frame, beams and columns are all prefabricated components, and the joints and joints between load-bearing components are in accordance with the requirements of the same cast-in-place structure design and construction. The structural system has the same performance as the cast-in-place structure, and the applicable height, seismic level and design method of the structure are basically the same as the cast-in-place structure. Fully prefabricated shear wall structure means that all shear walls are assembled and assembled with prefabricated components. The joints between the prefabricated walls are basically equal to or slightly lower than the cast-in-place structures. It is necessary to meet the bearing capacity and deformation requirements of the joints through design calculations, and consider the impact of the joints in the overall structural analysis. The prefabrication rate of this structural system is high, but the connection structure of the joints is relatively complicated, and the construction is difficult. It is difficult to ensure that it is completely equivalent to the cast-in-place shear wall structure. The current research and engineering practice are not sufficient. The promotion in the earthquake zone Applications require further research work.

发明内容Contents of the invention

为了解决上述存在的技术问题,本发明提供一种装配式混凝土嵌入式预制柱与预制阳台,主要为了开发一种整体性好、传力明确、构造简单、安全可靠、节约材料和施工方便的装配式混凝土嵌入式预制柱与预制阳台,能够有效的解决运输困难、施工繁琐、施工周期长、材料浪费等问题。In order to solve the above existing technical problems, the present invention provides a prefabricated concrete embedded prefabricated column and prefabricated balcony. Type concrete embedded prefabricated columns and prefabricated balconies can effectively solve the problems of difficult transportation, cumbersome construction, long construction period, and waste of materials.

本发明采用的技术方案如下:The technical scheme that the present invention adopts is as follows:

一种装配式混凝土嵌入式预制柱与预制阳台,包括预制柱(5)和预制阳台,所述预制柱(5)包括第一矩形槽(9)、第二矩形槽(10)、预制柱纵向钢筋(13)、箍筋(14);所述预制阳台包括预制阳台第一长方体混凝土结构(3)、预制阳台第二长方体混凝土结构(4)、预制阳台混凝土板(1)、预制阳台纵向钢筋(11)、预制阳台横向钢筋(12)、预制阳台预留方形孔槽(2);所述预制柱(5)上下两端的第一矩形槽(9)与预制阳台第一长方体混凝土结构(3)配合嵌入连接,所述预制柱(5)上下两端的第二矩形槽(10)与预制阳台第二长方体混凝土结构(4)配合嵌入连接;相邻两预制柱(5)之间的墙体(6)上横向布置墙体预留方形孔槽(7),墙体预留方形孔槽(7)通过连接件与预制阳台混凝土板(1)底面的预制阳台预留方形孔槽(2)相嵌合;预制阳台混凝土板(1)内部布置预制阳台纵向钢筋(11)和预制阳台横向钢筋(12);预制柱(5)的四个角落分别布置预制柱纵向钢筋(13),预制柱纵向钢筋(13)通过箍筋(14)相连。An assembled concrete embedded prefabricated column and prefabricated balcony, including a prefabricated column (5) and a prefabricated balcony, the prefabricated column (5) includes a first rectangular groove (9), a second rectangular groove (10), a longitudinal direction of the prefabricated column Steel bars (13), stirrups (14); the prefabricated balcony includes the first cuboid concrete structure (3) of the prefabricated balcony, the second cuboid concrete structure (4) of the prefabricated balcony, the concrete slab of the prefabricated balcony (1), and the longitudinal steel bar of the prefabricated balcony (11), prefabricated balcony horizontal reinforcement (12), prefabricated balcony reserved square hole groove (2); the first rectangular groove (9) at the upper and lower ends of the prefabricated column (5) and the first cuboid concrete structure of the prefabricated balcony (3 ) with embedded connection, the second rectangular groove (10) at the upper and lower ends of the prefabricated column (5) is embedded with the second rectangular concrete structure (4) of the prefabricated balcony; the wall between two adjacent prefabricated columns (5) (6) Arrange square holes (7) reserved for the walls horizontally on the upper side, and reserve square holes (7) for the walls (7) through the connectors and prefabricated balcony concrete slabs (1) and reserve square holes (2) for the prefabricated balcony on the bottom surface The prefabricated balcony concrete slab (1) is arranged inside the prefabricated balcony longitudinal reinforcement (11) and the prefabricated balcony transverse reinforcement (12); the four corners of the prefabricated column (5) are respectively arranged with the prefabricated column longitudinal reinforcement (13), and the prefabricated column Longitudinal reinforcing bars (13) are connected by stirrups (14).

进一步地,所述的连接件为预制L形钢筋混凝土受弯构件(8),其一端与墙体预留方形孔槽(7)嵌合,另一端与预制阳台方形孔槽(2)嵌合。Further, the connecting piece is a prefabricated L-shaped reinforced concrete flexural member (8), one end of which is fitted with the square hole (7) reserved in the wall, and the other end is fitted with the square hole (2) of the prefabricated balcony .

进一步地,所述的相邻两预制柱(5)间等间距布置四个墙体预留方形孔槽(7);与墙体预留方形孔槽(7)相连的预制阳台方形孔槽(2)的数量为四个。Further, four square hole slots (7) reserved in the wall are arranged at equal intervals between the two adjacent prefabricated columns (5); the square hole slots ( 2) The number is four.

进一步地,所述的第一矩形孔槽(9)位于预制柱(5)上下两端的中心部位,第一矩形孔槽(9)的高度为500~800mm,第一矩形孔槽(9)的长宽边界距箍筋(14)的垂直距离大于50mm。Further, the first rectangular hole (9) is located at the center of the upper and lower ends of the prefabricated column (5), the height of the first rectangular hole (9) is 500-800mm, and the first rectangular hole (9) The vertical distance between the length and width boundaries and the stirrup (14) is greater than 50mm.

进一步地,所述的第二矩形孔槽(10)位于预制柱(5)上下两端靠近预制阳台混凝土板(1)的部位,第二矩形孔槽(10)的高度为200~300mm,第二矩形孔槽(10)的左右两端距箍筋(14)的垂直距离大于80mm。Further, the second rectangular hole (10) is located at the upper and lower ends of the prefabricated column (5) close to the prefabricated balcony concrete slab (1), the height of the second rectangular hole (10) is 200~300mm, the first The vertical distance between the left and right ends of the two rectangular holes (10) and the stirrup (14) is greater than 80mm.

进一步地,所述的预制阳台第一长方体混凝土结构(3)的高度与第一矩形孔槽(9)的高度相一致,预制阳台第一长方体混凝土结构(3)的长、宽方向尺寸均小于第一矩形孔槽(9)的长、宽10~20mm。Further, the height of the first cuboid concrete structure (3) of the prefabricated balcony is consistent with the height of the first rectangular hole (9), and the length and width dimensions of the first cuboid concrete structure (3) of the prefabricated balcony are smaller than The length and width of the first rectangular slot (9) are 10-20 mm.

进一步地,所述的预制阳台第二长方体混凝土结构(4)的高度与第二矩形孔槽(10)的高度相一致,预制阳台第二长方体混凝土结构(4)的长、宽方向尺寸均小于第二矩形孔槽(10)的长、宽10~20mm。Further, the height of the second rectangular concrete structure (4) of the prefabricated balcony is consistent with the height of the second rectangular hole (10), and the length and width dimensions of the second rectangular concrete structure (4) of the prefabricated balcony are smaller than The length and width of the second rectangular slot (10) are 10-20 mm.

进一步地,所述的墙体预留方形孔槽(7)的深度大于墙体(6)厚度的3/4,墙体预留方形孔槽(7)的截面长、宽尺寸为150~250mm。Further, the depth of the reserved square hole (7) in the wall is greater than 3/4 of the thickness of the wall (6), and the section length and width of the reserved square hole (7) in the wall are 150-250mm .

进一步地,所述的预制阳台预留方形孔槽(2)的高度大于预制阳台混凝土板(1)厚度的1/2,预制阳台预留方形孔槽(2)的截面长、宽尺寸为150~250mm。Further, the height of the prefabricated balcony reserved square hole (2) is greater than 1/2 of the thickness of the prefabricated balcony concrete slab (1), and the section length and width of the prefabricated balcony reserved square hole (2) are 150 ~250mm.

进一步地,所述的预制L形钢筋混凝土受弯构件(8)的长度大于预制阳台混凝土板(1)长度的1/2,预制L形钢筋混凝土受弯构件(8)的两端截面尺寸小于预制阳台预留方形孔槽(2)的截面尺寸10~20mm。Further, the length of the prefabricated L-shaped reinforced concrete flexural member (8) is greater than 1/2 of the length of the prefabricated balcony concrete slab (1), and the cross-sectional dimensions of the two ends of the prefabricated L-shaped reinforced concrete flexural member (8) are less than The cross-sectional size of the square hole (2) reserved for the prefabricated balcony is 10-20 mm.

与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:

本发明的效果和优点是承载力高、施工方便、施工速度快、经济效果好,运输方便,缩短工时,降低造价。The effects and advantages of the invention are high bearing capacity, convenient construction, fast construction speed, good economic effect, convenient transportation, shortened working hours and reduced cost.

附图说明Description of drawings

图1为装配式混凝土嵌入式预制柱与预制阳台平面示意图。Figure 1 is a schematic plan view of the prefabricated concrete embedded prefabricated column and the prefabricated balcony.

图2为装配式混凝土嵌入式预制柱与预制阳台立面示意图。Figure 2 is a schematic diagram of the facade of the prefabricated concrete embedded prefabricated column and the prefabricated balcony.

图3为图1的A-A剖面示意图。FIG. 3 is a schematic cross-sectional view along line A-A of FIG. 1 .

图4为图2的B-B剖面示意图。FIG. 4 is a schematic cross-sectional view along line B-B of FIG. 2 .

图中,1为预制阳台混凝土板;2为预制阳台预留方形孔槽;3为预制阳台第一长方体混凝土结构;4为预制阳台第二长方体混凝土结构;5为预制柱;6为墙体;7为墙体预留方形孔槽;8为预制L形钢筋混凝土受弯构件;9为第一矩形孔槽;10为第二矩形孔槽;11为预制阳台纵向钢筋;12为预制阳台横向钢筋;13为预制柱纵向钢筋;14为箍筋。In the figure, 1 is the concrete slab of the prefabricated balcony; 2 is the square hole reserved for the prefabricated balcony; 3 is the first cuboid concrete structure of the prefabricated balcony; 4 is the second cuboid concrete structure of the prefabricated balcony; 5 is the prefabricated column; 6 is the wall; 7 is the square hole reserved for the wall; 8 is the prefabricated L-shaped reinforced concrete bending member; 9 is the first rectangular hole; 10 is the second rectangular hole; 11 is the prefabricated balcony longitudinal reinforcement; 12 is the prefabricated balcony horizontal reinforcement ; 13 is the longitudinal reinforcement of the prefabricated column; 14 is the stirrup.

具体实施方式Detailed ways

下面结合附图和实施例对本发明进行详细描述。The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.

实施例Example

如图1-图4所示,本发明一种装配式混凝土嵌入式预制柱与预制阳台,包括预制柱5、预制阳台,所述预制柱5包括第一矩形槽9、第二矩形槽10、预制柱纵向钢筋13、箍筋14,所述预制柱5上下两端第一矩形槽9与预制阳台第一长方体混凝土结构3配合嵌入连接,所述预制柱5上下两端第二矩形槽10与预制阳台第二长方体混凝土结构4配合嵌入连接;所述预制阳台包括预制阳台第一长方体混凝土结构3、预制阳台第二长方体混凝土结构4、预制阳台混凝土板1、预制阳台纵向钢筋11、预制阳台横向钢筋12、预制阳台预留方形孔槽2;所述墙体预留方形孔槽7沿墙体6横向布置,相邻两预制柱5间等间距布置四个墙体预留方形孔槽7;所述四个连接件8为预制L形钢筋混凝土受弯构件,其一端与墙体预留方形孔槽7嵌合,另一端与预制阳台方形孔槽2嵌合,预制柱5上下两端中心部位预留高500~800mm、长宽边界距箍筋14的垂直距离大于50mm的第一矩形孔槽9,预制柱5上下两端近预制阳台混凝土板1方向预留高200~300mm、左右两端距箍筋14的垂直距离大于80mm的第二矩形孔槽10,预制阳台第一长方体混凝土结构3高度与第一矩形孔槽9相一致,长宽方向尺寸减小10~20mm,预制阳台第二长方体混凝土结构4高度与第二矩形孔槽10相一致,长宽方向尺寸减小10~20mm,墙体预留方形孔槽7深度大于墙体6厚的3/4,截面长宽尺寸分别为150~250mm,预制阳台预留方形孔槽2高度大于预制阳台混凝土板1厚度的1/2,截面长宽尺寸分别为150~250mm,预制L形钢筋混凝土受弯构件8长度大于预制阳台混凝土板1长度的1/2,两端截面尺寸小于预制阳台预留方形孔槽2尺寸的10~20mm。As shown in Figures 1-4, a prefabricated concrete embedded prefabricated column and a prefabricated balcony of the present invention include a prefabricated column 5 and a prefabricated balcony, and the prefabricated column 5 includes a first rectangular groove 9, a second rectangular groove 10, Prefabricated column longitudinal reinforcement 13 and stirrup 14, the first rectangular groove 9 at the upper and lower ends of the prefabricated column 5 is embedded and connected with the first cuboid concrete structure 3 of the prefabricated balcony, and the second rectangular groove 10 at the upper and lower ends of the prefabricated column 5 is connected with the The second cuboid concrete structure 4 of the prefabricated balcony is mated and connected; the prefabricated balcony includes the first cuboid concrete structure 3 of the prefabricated balcony, the second cuboid concrete structure 4 of the prefabricated balcony, the concrete slab 1 of the prefabricated balcony, the longitudinal steel bar 11 of the prefabricated balcony, and the horizontal direction of the prefabricated balcony Steel bars 12, square holes 2 reserved for prefabricated balconies; square holes 7 reserved for the wall are arranged laterally along the wall 6, and four square holes 7 reserved for walls are arranged at equal intervals between two adjacent prefabricated columns 5; The four connectors 8 are prefabricated L-shaped reinforced concrete bending members, one end of which is fitted with the square hole 7 reserved in the wall, and the other end is fitted with the square hole 2 of the prefabricated balcony. The center of the upper and lower ends of the prefabricated column 5 is Reserve the first rectangular hole 9 with a height of 500-800mm, and the vertical distance between the length and width boundary and the stirrup 14 is greater than 50mm. The upper and lower ends of the prefabricated column 5 are near the prefabricated balcony. The vertical distance between the end and the stirrup 14 is greater than the second rectangular hole 10 of 80mm, the height of the first cuboid concrete structure 3 of the prefabricated balcony is consistent with the first rectangular hole 9, and the length and width dimensions are reduced by 10~20mm, the prefabricated balcony The second The height of the second cuboid concrete structure 4 is consistent with the second rectangular hole 10, and the length and width dimensions are reduced by 10-20mm. The depth of the square hole 7 reserved for the wall is greater than 3/4 of the thickness of the wall 6, and the length and width of the section are respectively 150~250mm, the height of the square hole groove 2 reserved for the prefabricated balcony is greater than 1/2 of the thickness of the prefabricated balcony concrete slab 1, the length and width of the section are 150~250mm, and the length of the prefabricated L-shaped reinforced concrete bending member 8 is longer than the prefabricated balcony concrete 1/2 of the length of the board 1, and the cross-sectional dimensions at both ends are 10-20 mm smaller than the size of the square hole 2 reserved for the prefabricated balcony.

预制阳台第一长方体混凝土结构3及预制阳台第二长方体混凝土结构4分别与预制柱第一矩形孔槽9及第二矩形孔槽10相嵌合,安装完成后采用水泥砂浆密封。预制L形钢筋混凝土受弯构件8与墙体预留孔槽7及预制阳台预留方形孔槽2相嵌合,安装完成后采用水泥砂浆密封。The first rectangular concrete structure 3 of the prefabricated balcony and the second rectangular concrete structure 4 of the prefabricated balcony are respectively fitted with the first rectangular hole 9 and the second rectangular hole 10 of the prefabricated column, and are sealed with cement mortar after installation. The prefabricated L-shaped reinforced concrete bending member 8 is fitted with the reserved hole groove 7 of the wall and the reserved square hole groove 2 of the prefabricated balcony, and is sealed with cement mortar after installation.

Claims (10)

1. a kind of embedded prefabricated post of assembly concrete and prefabricated balcony, including prefabricated post(5)And prefabricated balcony, its feature exist In the prefabricated post(5)Including the first rectangular channel(9), the second rectangular channel(10), prefabricated post longitudinal reinforcement(13), stirrup(14); The prefabricated balcony includes prefabricated balcony the first cuboid concrete structure(3), prefabricated balcony the second cuboid concrete structure (4), prefabricated balcony concrete slab(1), prefabricated balcony longitudinal reinforcement(11), prefabricated balcony transverse steel(12), prefabricated balcony it is pre- Stay square hole slot(2);The prefabricated post(5)First rectangular channel of upper and lower ends(9)With the first rectangular body concrete of prefabricated balcony Structure(3)Coordinate embedded connection, the prefabricated post(5)Second rectangular channel of upper and lower ends(10)With the cuboid of prefabricated balcony second Concrete structure(4)Coordinate embedded connection;Adjacent two prefabricated post(5)Between wall(6)Upper lateral arrangement wall is reserved square Hole slot(7), wall reserves square hole slot(7)Pass through connector and prefabricated balcony concrete slab(1)The prefabricated balcony of bottom surface is reserved Square hole slot(2)It is mutually chimeric;Prefabricated balcony concrete slab(1)Inside arrangement prefabricated balcony longitudinal reinforcement(11)It is horizontal with prefabricated balcony To reinforcing bar(12);Prefabricated post(5)Four corners be respectively arranged prefabricated post longitudinal reinforcement(13), prefabricated post longitudinal reinforcement(13)It is logical Cross stirrup(14)It is connected.
2. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute The connector stated is prefabricated L-shaped Reinforced Concrete Members with Flexure(8), its one end and wall reserve square hole slot(7)It is chimeric, it is another End and the square hole slot of prefabricated balcony(2)It is chimeric.
3. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute Adjacent two prefabricated post stated(5)Between be equally spaced four walls and reserve square hole slot(7);Square hole slot is reserved with wall(7) The square hole slot of connected prefabricated balcony(2)Quantity also be four.
4. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute The the first rectangle hole slot stated(9)Positioned at prefabricated post(5)The centre of upper and lower ends, the first rectangle hole slot(9)Height be 500 ~ 800mm, the first rectangle hole slot(9)Length and width border away from stirrup(14)Vertical range be more than 50mm.
5. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute The the second rectangle hole slot stated(10)Positioned at prefabricated post(5)Upper and lower ends are close to prefabricated balcony concrete slab(1)Position, the second square Shape hole slot(10)Height be 200 ~ 300mm, the second rectangle hole slot(10)Left and right ends away from stirrup(14)Vertical range it is big In 80mm.
6. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute Prefabricated balcony the first cuboid concrete structure stated(3)Height and the first rectangle hole slot(9)Height it is consistent, prefabricated sun Platform the first cuboid concrete structure(3)Length and width direction size be respectively less than the first rectangle hole slot(9)10 ~ 20mm of length and width.
7. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute Prefabricated balcony the second cuboid concrete structure stated(4)Height and the second rectangle hole slot(10)Height it is consistent, it is prefabricated Balcony the second cuboid concrete structure(4)Length and width direction size be respectively less than the second rectangle hole slot(10)Length and width 10 ~ 20mm。
8. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute The wall stated reserves square hole slot(7)Depth be more than wall(6)The 3/4 of thickness, wall reserve square hole slot(7)Section Length and width size is 150 ~ 250mm.
9. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that institute The prefabricated balcony stated reserves square hole slot(2)Height be more than prefabricated balcony concrete slab(1)The 1/2 of thickness, prefabricated balcony is pre- Stay square hole slot(2)Section length and width size be 150 ~ 250mm.
10. a kind of embedded prefabricated post of assembly concrete according to claim 1 and prefabricated balcony, it is characterised in that Described prefabricated L-shaped Reinforced Concrete Members with Flexure(8)Length be more than prefabricated balcony concrete slab(1)The 1/2 of length, it is prefabricated L-shaped Reinforced Concrete Members with Flexure(8)Both ends sectional dimension reserve square hole slot less than prefabricated balcony(2)Sectional dimension 10 ~20mm。
CN201711018320.XA 2017-10-26 2017-10-26 Assembled concrete embedded prefabricated column and prefabricated balcony Active CN107816126B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711018320.XA CN107816126B (en) 2017-10-26 2017-10-26 Assembled concrete embedded prefabricated column and prefabricated balcony

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711018320.XA CN107816126B (en) 2017-10-26 2017-10-26 Assembled concrete embedded prefabricated column and prefabricated balcony

Publications (2)

Publication Number Publication Date
CN107816126A true CN107816126A (en) 2018-03-20
CN107816126B CN107816126B (en) 2023-10-03

Family

ID=61603381

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711018320.XA Active CN107816126B (en) 2017-10-26 2017-10-26 Assembled concrete embedded prefabricated column and prefabricated balcony

Country Status (1)

Country Link
CN (1) CN107816126B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111501991A (en) * 2020-04-20 2020-08-07 安徽筑砼装配式建筑研究院有限公司 Construction method for prefabricated assembly type balcony of residential building
CN111636553A (en) * 2020-04-30 2020-09-08 杭州建工建材有限公司 Assembled balcony structure and construction process
CN111794501A (en) * 2020-08-04 2020-10-20 舜元建设(集团)有限公司 Pouring method of cast-in-situ cantilever structure formwork system

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4735023A (en) * 1987-03-17 1988-04-05 Carole Posner Guardrail window assembly for balcony or patio
CN2404955Y (en) * 1999-12-17 2000-11-08 甘昌乐 Inlaid and window type balcony
KR20010038431A (en) * 1999-10-25 2001-05-15 김헌출 Corridor and balcony of ultra higher stories apartment half slab construction method
JP2003206636A (en) * 2002-01-11 2003-07-25 Oriental Construction Co Ltd Earthquake-resistant reinforced constriction and method used for repairing for existing veranda in common
CN101565967A (en) * 2008-04-25 2009-10-28 谭齐阳 Composite heat-preservation balcony and construction method thereof
US20140053473A1 (en) * 2012-08-22 2014-02-27 Cci Balconies Inc. Composite cantilevered balcony
CN104499565A (en) * 2014-11-25 2015-04-08 张跃 Assembled balcony
CN105525677A (en) * 2016-02-25 2016-04-27 茹咪娜 Safety balcony
CN205857374U (en) * 2016-05-18 2017-01-04 扬州市职业大学 A kind of prefabricated assembled regeneration concrete vertical greening balcony
CN205907808U (en) * 2016-08-24 2017-01-25 四川省建筑设计研究院 Take prefabricated balcony device of assembled of bracket
CN208167949U (en) * 2017-10-26 2018-11-30 沈阳建筑大学 A kind of embedded prefabricated post of assembly concrete and prefabricated balcony

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4735023A (en) * 1987-03-17 1988-04-05 Carole Posner Guardrail window assembly for balcony or patio
KR20010038431A (en) * 1999-10-25 2001-05-15 김헌출 Corridor and balcony of ultra higher stories apartment half slab construction method
CN2404955Y (en) * 1999-12-17 2000-11-08 甘昌乐 Inlaid and window type balcony
JP2003206636A (en) * 2002-01-11 2003-07-25 Oriental Construction Co Ltd Earthquake-resistant reinforced constriction and method used for repairing for existing veranda in common
CN101565967A (en) * 2008-04-25 2009-10-28 谭齐阳 Composite heat-preservation balcony and construction method thereof
US20140053473A1 (en) * 2012-08-22 2014-02-27 Cci Balconies Inc. Composite cantilevered balcony
CN104499565A (en) * 2014-11-25 2015-04-08 张跃 Assembled balcony
CN105525677A (en) * 2016-02-25 2016-04-27 茹咪娜 Safety balcony
CN205857374U (en) * 2016-05-18 2017-01-04 扬州市职业大学 A kind of prefabricated assembled regeneration concrete vertical greening balcony
CN205907808U (en) * 2016-08-24 2017-01-25 四川省建筑设计研究院 Take prefabricated balcony device of assembled of bracket
CN208167949U (en) * 2017-10-26 2018-11-30 沈阳建筑大学 A kind of embedded prefabricated post of assembly concrete and prefabricated balcony

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111501991A (en) * 2020-04-20 2020-08-07 安徽筑砼装配式建筑研究院有限公司 Construction method for prefabricated assembly type balcony of residential building
CN111636553A (en) * 2020-04-30 2020-09-08 杭州建工建材有限公司 Assembled balcony structure and construction process
CN111794501A (en) * 2020-08-04 2020-10-20 舜元建设(集团)有限公司 Pouring method of cast-in-situ cantilever structure formwork system

Also Published As

Publication number Publication date
CN107816126B (en) 2023-10-03

Similar Documents

Publication Publication Date Title
CN201217861Y (en) Assembly integral precast concrete shear wall
CN103924710B (en) Low layer assembled combined wall house Plate Welding node structure
CN101603338A (en) Assembly integrated precast concrete shear wall and job practices
CN106149937B (en) Assembly concrete beam and its dry type connection method
CN103541433B (en) Assembly concrete hook-hang type node
CN103541495B (en) Connecting box assembly concrete beam
CN107816126A (en) A kind of embedded prefabricated post of assembly concrete and prefabricated balcony
CN212427508U (en) Dry-type connected node of assembled concrete beam column
CN104264897B (en) Alternate tooth must superimposed beam and plate
CN207469514U (en) A kind of assembly concrete shear wall
CN111809729B (en) A dry connection node for assembled concrete beams and columns
CN208167949U (en) A kind of embedded prefabricated post of assembly concrete and prefabricated balcony
CN107747378A (en) The body composite board processing method of Fast Installation heat insulation decorative load-bearing one
CN103541478B (en) Lattice superposed beam and plate and construction method thereof
CN103541435B (en) With the cross node of full assembling of steel plate concrete Cantilever Beams
CN209369018U (en) An assembled prefabricated concrete balcony
CN207812740U (en) One body composite board linear type wall of Fast Installation heat insulation decorative load-bearing
CN206016002U (en) Assembly concrete beam
CN202627319U (en) Steel wire gauze piece bending forming type reinforcing bar T-shaped-section concrete column
CN107724564A (en) A kind of assembly concrete shear wall
CN103541434B (en) The complete cross Combined concrete node of assembled
CN103541479A (en) Latticed two-way laminated slab
CN106284739B (en) Assembly concrete is whole without heat bridge gusset
CN207597635U (en) One body composite board L-shaped wall of Fast Installation heat insulation decorative load-bearing
CN207597695U (en) One body composite board of Fast Installation heat insulation decorative load-bearing

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
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Zhang Yannian

Inventor after: Wu Xian

Inventor after: Tian Yao

Inventor after: Hui Guochen

Inventor before: Wu Xian

Inventor before: Tian Yao

Inventor before: Zhang Yannian

Inventor before: Hui Guochen

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20230726

Address after: 608-1 352, Shenshui Road, Shenhe District, Shenyang, Liaoning 110015

Applicant after: Zhang Yannian

Address before: 110168 No. 9 Hunnan East Road, Hunnan District, Shenyang City, Liaoning Province

Applicant before: SHENYANG JIANZHU University

GR01 Patent grant
GR01 Patent grant