CN109024872A - A kind of concrete frame mechanization assembly type balcony - Google Patents
A kind of concrete frame mechanization assembly type balcony Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
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- E—FIXED CONSTRUCTIONS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
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Abstract
本发明公开了一种混凝土框架机械化组装式阳台,改善阳台的施工技术,大量的工作均在工厂预制完成,现场只需将预制构件与混凝土框架进行机械化组装。一种混凝土框架机械化组装式阳台基本构成包括悬挑梁、预应力索、压型钢板等构件;本发明是对传统的混凝土结构阳台施工工艺的质的改革,预应力技术与型钢悬挑梁相结合,使阳台更加轻盈,保证地震作用下的安全,震后可实现自复位,大大减少了震后修复成本,基本解决了混凝土结构的不易装配、延性差的难题;与传统的混凝土阳台相比,它具有安全性能高,环境污染小,安全事故少和工程造价低等诸多优点。采用此种的混凝土框架结构具有成本造价低,环境污染少的特点。
The invention discloses a concrete frame mechanized assembled balcony, which improves the construction technology of the balcony. A large amount of work is prefabricated in a factory, and only the prefabricated components and the concrete frame are mechanized assembled on site. The basic composition of a mechanized assembled balcony with a concrete frame includes components such as cantilever beams, prestressed cables, and profiled steel plates; Combined, it makes the balcony lighter and ensures the safety under the earthquake. It can realize self-resetting after the earthquake, greatly reduces the post-earthquake repair cost, and basically solves the problems of difficult assembly and poor ductility of concrete structures; compared with traditional concrete balconies , it has many advantages such as high safety performance, less environmental pollution, less safety accidents and low engineering cost. Such a concrete frame structure has the characteristics of low cost and less environmental pollution.
Description
技术领域technical field
本发明涉及一种混凝土框架机械化组装式阳台,属于土木工程技术领域。The invention relates to a concrete frame mechanized assembled balcony, which belongs to the technical field of civil engineering.
背景技术Background technique
阳台作为住宅楼的唯一室外空间,创造了使居住者随时可自由地与大自然直接交融的条件,在心理上得到进一步的解放。阳台的设置,使居住空间变得丰富,内外交流直接,视野开阔,室内温度和阳光调节自然灵活,深受居住者的欢迎。阳台已经成为住宅楼不可或缺的一部分。但另一方面考虑,阳台无论在建筑和结构处理乃至施工难度上都比一般房间复杂,为了获得狭小的室外接触空间,结构设计与施工均造成了较大的困难,迫切需要一种可以实现机械化施工的建造工艺,提高阳台的施工进度,减少造价,并能保证阳台使用过程中的安全性。As the only outdoor space of the residential building, the balcony creates the conditions for the residents to communicate with nature freely at any time, and further liberates them psychologically. The setting of balconies enriches the living space, direct communication between inside and outside, broad vision, natural and flexible adjustment of indoor temperature and sunlight, and is very popular among residents. Balconies have become an integral part of residential buildings. But on the other hand, the balcony is more complex than ordinary rooms in terms of architectural and structural processing and even construction difficulty. In order to obtain a small outdoor contact space, structural design and construction have caused greater difficulties, and there is an urgent need for a mechanized The construction technology of the construction improves the construction progress of the balcony, reduces the cost, and can ensure the safety of the balcony during use.
近年来,阳台已经不仅仅是住宅楼的需求,为缓解办公人员的紧张工作情绪,为其提供随时可以自由地与大自然直接交融的条件,越来越多的办公楼也需要阳台。而既有建筑后装配阳台还没有切实可行的施工方法,在不久的将来,在保证安全的前提下,可实现既有建筑后装配的阳台施工方法必将成为工程施工领域的重点研究内容。In recent years, balconies are not only the demand of residential buildings. In order to relieve the tension of office workers and provide them with the conditions to directly blend with nature at any time, more and more office buildings also need balconies. However, there is no feasible construction method for the post-assembly of balconies in existing buildings. In the near future, under the premise of ensuring safety, the construction method of balconies that can realize post-assembly of existing buildings will become a key research content in the field of engineering construction.
发明内容Contents of the invention
本发明提出了一种属于土木工程技术领域的一种混凝土框架机械化组装式阳台。其目的在于改善阳台的施工技术,大量的工作均在工厂预制完成,现场只需将预制构件与混凝土框架进行机械化组装,可将施工现场安全保障较少的农民工转移到安全的工厂中工作,使农民工转变为技术工人。另外,工厂室内预制构件,可以减少混凝土搅拌、浇筑、养护对空气的污染,降低建筑施工对PM2.5的贡献率,是对阳台施工工艺的一次质的改革。The invention provides a concrete frame mechanized assembled balcony belonging to the technical field of civil engineering. Its purpose is to improve the construction technology of the balcony. A lot of work is prefabricated in the factory. The site only needs to mechanize the assembly of the prefabricated components and the concrete frame, which can transfer the migrant workers with less security on the construction site to work in a safe factory. Transform migrant workers into skilled workers. In addition, the indoor prefabricated components of the factory can reduce air pollution caused by concrete mixing, pouring, and maintenance, and reduce the contribution rate of building construction to PM2.5, which is a qualitative reform of the balcony construction process.
机械化组装式阳台可实现标准化生产,施工企业可以在专业生产阳台配件的企业预制标准尺寸的阳台构件。这样既为施工企业减少了施工步骤,又为专业生产阳台配件的企业创造了价值。在此过程中,由于生产配件的企业是批量化生产,可以大大提高资源利用率,减少资源消耗、减少建筑垃圾的产生。Mechanized assembled balconies can achieve standardized production, and construction companies can prefabricate standard-sized balcony components in companies specializing in the production of balcony accessories. This not only reduces construction steps for construction companies, but also creates value for companies specializing in the production of balcony accessories. In this process, because the enterprises that produce accessories are mass-produced, it can greatly improve resource utilization, reduce resource consumption, and reduce construction waste generation.
预应力技术与型钢悬挑梁相结合,改变了传统的笨重的混凝土悬挑梁,使阳台更加轻盈,在地震作用下,质量轻的组装式阳台吸收更小的地震能量;在悬挑梁与混凝土柱发生较小的转角时,受拉预应力索可以使悬挑梁恢复到初始位置,对于减小震后维修难度起到一定的积极作用。The combination of prestressing technology and section steel cantilever beams has changed the traditional bulky concrete cantilever beams and made the balcony lighter. Under the earthquake, the light-weight assembled balcony can absorb less seismic energy; When the concrete column has a small corner, the tensioned prestressed cable can restore the cantilever beam to its original position, which plays a positive role in reducing the difficulty of post-earthquake maintenance.
预应力的施加使混凝土框架结构的悬挑阳台能够得到较高的安全系数。机械化组装式阳台的主要优点:(1)工厂预制、现场组装,减少施工工期,降低建筑施工对环境的污染,有助于农民工转变为技术工人;(2)批量化生产预制构件,可以大大提高资源利用率,减少资源消耗、减少建筑垃圾的产生,有利于推进我国住宅产业化进程;(3)地震作用下预应力索受拉产生变形,可以使型钢悬挑梁恢复到初始位置,对于减小震后维修难度起到一定的积极作用。The application of prestress enables the cantilevered balcony of the concrete frame structure to obtain a higher safety factor. The main advantages of mechanized assembled balconies: (1) factory prefabrication and on-site assembly, reducing the construction period, reducing the environmental pollution of construction, and helping migrant workers to transform into skilled workers; (2) mass production of prefabricated components can greatly Improving the utilization rate of resources, reducing resource consumption, and reducing the generation of construction waste are conducive to promoting the process of housing industrialization in my country; (3) Under the action of earthquakes, prestressed cables are deformed under tension, which can restore the steel cantilever beams to their original positions. Reducing the difficulty of post-earthquake maintenance plays a certain positive role.
一种混凝土框架机械化组装式阳台,该阳台包括型钢悬挑梁,梁端封板,预应力索,永久锚具,柱端封板,混凝土柱,混凝土梁,混凝土楼板,压型钢板,轻质混凝土楼板;A mechanized assembled balcony with a concrete frame, the balcony includes steel cantilever beams, beam end sealing plates, prestressed cables, permanent anchors, column end sealing plates, concrete columns, concrete beams, concrete floors, profiled steel plates, lightweight concrete floor;
连接步骤为:首先型钢悬挑梁与梁端封板在工厂预制并焊接为一体,在工厂完成在压型钢板上浇筑轻质混凝土楼板并完成养护,采用吊装设备将预制悬挑梁垂直于混凝土柱安置,将预应力索穿过型钢悬挑梁两侧的梁端封板、混凝土柱及柱端封板的预留孔洞,此时利用全站仪测试预制悬挑梁是否与混凝土柱垂直,确保垂直后,在梁端封板及柱端封板的外侧利用永久锚具将预应力索进行锚固;悬挑梁安装后,将预制轻质混凝土压型钢板采用螺栓或焊接的方式与悬挑梁进行连接;连接后应确保压型钢板上的轻质混凝土楼板与混凝土楼板平齐。The connection steps are as follows: firstly, the section steel cantilever beam and the beam end sealing plate are prefabricated and welded as a whole in the factory, and the lightweight concrete floor slab is poured on the profiled steel plate in the factory and the maintenance is completed, and the prefabricated cantilever beam is perpendicular to the concrete by hoisting equipment Column placement, the prestressed cable passes through the beam end seal plate on both sides of the steel cantilever beam, the concrete column and the reserved hole of the column end seal plate, and the total station is used to test whether the prefabricated cantilever beam is perpendicular to the concrete column, After ensuring the verticality, use permanent anchors to anchor the prestressed cables on the outside of the beam end sealing plate and column end sealing plate; The beams are connected; after the connection, the lightweight concrete floor on the profiled steel plate should be flush with the concrete floor.
所述一种混凝土框架机械化组装式阳台,悬挑梁与混凝土柱连接完毕后,根据业主要求装配半封闭防护栏杆或全封闭玻璃幕墙,则关于混凝土框架的机械化组装式阳台施工完毕。For the mechanized assembled balcony with concrete frame, after the cantilever beams and concrete columns are connected, semi-enclosed protective railings or fully enclosed glass curtain walls are assembled according to the owner's requirements, and the construction of the mechanized assembled balcony with concrete frame is completed.
所述一种混凝土框架机械化组装式阳台,楼板采用装配式压型钢板楼面板也可采用太空板等楼面板。楼面板应具有足够的刚度并与悬挑梁接触紧密,并与混凝土板平齐。In the mechanized assembled balcony with a concrete frame, the floor slab adopts a prefabricated profiled steel plate floor slab, and floor slabs such as space slabs can also be used. The floor slab should be sufficiently rigid and in close contact with the cantilever beams and flush with the concrete slab.
本发明的有益效果是,在上述一种混凝土框架机械化组装式阳台中,所采用的悬挑梁、轻质混凝土压型钢板都是预制构件,可以在工厂加工,施工现场进行组装,这样的施工方法可以解决装配式混凝土结构阳台施工复杂的难题。The beneficial effect of the present invention is that, in the above-mentioned mechanized assembled balcony with concrete frame, the cantilever beams and lightweight concrete profiled steel plates used are all prefabricated components, which can be processed in the factory and assembled on the construction site. The method can solve the difficult problem of complex construction of prefabricated concrete structure balconies.
所述一种混凝土框架机械化组装式阳台,完全采用预制构件进行现场组装,取消了施工现场浇筑混凝土的传统方式,有效的保证了施工质量,完全避免了混凝土浇筑造成的环境污染,实现现场施工的“无水、无火、无尘”的三无标准,减少了火灾等危害事故的发生。本发明在构件拆除时,可以高效的回收利用,减少了建筑垃圾,真正的实现了绿色环保的理念,是一种绿色的,可持续发展的混凝土框架阳台施工工艺。The mechanized assembled balcony with concrete frame completely uses prefabricated components for on-site assembly, cancels the traditional way of pouring concrete on the construction site, effectively guarantees the construction quality, completely avoids the environmental pollution caused by concrete pouring, and realizes on-site construction. The three no standards of "no water, no fire, and no dust" have reduced the occurrence of fire and other hazardous accidents. When the components are dismantled, the present invention can efficiently recycle, reduce construction waste, truly realize the concept of green environmental protection, and is a green and sustainable concrete frame balcony construction technology.
所述一种混凝土框架机械化组装式阳台,预应力技术与型钢悬挑梁相结合,实现了震后悬挑梁的自复位,大大减少了震后修复成本;提高阳台悬挑梁与混凝土框架结构连接处的抗震性能,从而提高框架结构体系的抗震性能。The mechanized assembled balcony with concrete frame, the combination of prestressing technology and steel cantilever beam realizes the self-resetting of the cantilever beam after the earthquake, greatly reduces the post-earthquake repair cost; improves the balcony cantilever beam and concrete frame structure The anti-seismic performance of the connection, thereby improving the anti-seismic performance of the frame structure system.
本发明提出的一种混凝土框架机械化组装式阳台是对传统的混凝土结构建筑阳台的颠覆,基本解决了混凝土结构的不易装配、延性差的难题。与传统的混凝土结构阳台相比,它具有安全性能高,环境污染小,安全事故少和工程造价低等诸多优点。The concrete frame mechanized assembled balcony proposed by the present invention subverts the traditional concrete structure building balcony, and basically solves the problems of difficult assembly and poor ductility of the concrete structure. Compared with the traditional concrete structure balcony, it has many advantages such as high safety performance, less environmental pollution, less safety accidents and low engineering cost.
附图说明Description of drawings
图1是本发明的悬挑梁所用的型钢示意图Fig. 1 is the used section steel schematic diagram of cantilever beam of the present invention
图2是本发明的悬挑梁拆分示意图Fig. 2 is the split schematic diagram of cantilever beam of the present invention
图3是本发明的悬挑梁与混凝土框架柱的拆分示意图Fig. 3 is the split schematic diagram of cantilever beam and concrete frame column of the present invention
图4是本发明的组装后的阳台悬挑梁示意图Fig. 4 is a schematic view of the balcony cantilever beam after assembly of the present invention
图5是本发明的轻质混凝土压型钢板拆分示意图Fig. 5 is the split schematic diagram of lightweight concrete profiled steel plate of the present invention
图6是本发明的机械化组装式阳台拆分示意图Fig. 6 is a schematic diagram of dismantling of the mechanized assembled balcony of the present invention
图7是本发明的带有组装阳台的混凝土框架结构体系示意图Fig. 7 is the schematic diagram of the concrete frame structure system with assembled balcony of the present invention
图中1.型钢悬挑梁,2.梁端封板,3.预应力索,4.永久锚具,5.柱端封板,6.混凝土柱,7.混凝土梁,8.混凝土楼板,9.压型钢板,10.轻质混凝土楼板。In the figure 1. Steel cantilever beam, 2. Beam end sealing plate, 3. Prestressed cable, 4. Permanent anchorage, 5. Column end sealing plate, 6. Concrete column, 7. Concrete beam, 8. Concrete floor, 9. Profiled steel plate, 10. Lightweight concrete floor.
具体实施方式Detailed ways
下面结合附图对本发明进行详细说明:The present invention is described in detail below in conjunction with accompanying drawing:
如附图1所示,本发明所述的一种混凝土框架机械化组装式阳台中,悬挑梁所采用的型钢1,图中给出的是工字钢,另外也可根据实际受力情况选用其他形式的钢材;As shown in accompanying drawing 1, in a kind of concrete frame mechanized assembled balcony according to the present invention, the section steel 1 adopted by the cantilever beam, the I-beam shown in the figure, can also be selected according to the actual stress situation other forms of steel;
如附图2所示,本发明所述的一种混凝土框架机械化组装式阳台中,所述组装式阳台悬挑梁的组成:悬挑梁主要由型钢悬挑梁1、梁端封板2、预应力索3及永久锚具4所组成,其中梁端封板2在工厂预制时,根据选用的预应力索3不同,预留不同大小的空洞,方便组装时预应力索3的贯穿;As shown in accompanying drawing 2, in a kind of concrete frame mechanized assembled balcony according to the present invention, the composition of described assembled balcony cantilever beam: the cantilever beam is mainly composed of section steel cantilever beam 1, beam end sealing plate 2, It is composed of prestressed cables 3 and permanent anchorages 4, wherein when the beam end sealing plate 2 is prefabricated in the factory, holes of different sizes are reserved according to the selected prestressed cables 3, so as to facilitate the penetration of the prestressed cables 3 during assembly;
如附图3所示,本发明所述的一种混凝土框架机械化组装式阳台中,首先型钢悬挑梁1与梁端封板2在工厂预制并焊接为一体,在工厂完成在压型钢板9上浇筑轻质混凝土楼板10并完成养护,采用吊装设备将预制悬挑梁垂直于混凝土柱6安置,将预应力索3穿过型钢悬挑梁1两侧的梁端封板2、混凝土柱6及柱端封板5的预留孔洞,此时利用全站仪测试预制悬挑梁是否与混凝土柱6垂直,确保垂直后,在梁端封板2及柱端封板5的外侧利用永久锚具4将预应力索3进行锚固;As shown in accompanying drawing 3, in a kind of concrete frame mechanized assembly type balcony of the present invention, first profiled steel cantilever beam 1 and beam end sealing plate 2 are prefabricated and welded as one in the factory, and finished in the factory in profiled steel plate 9 The lightweight concrete floor slab 10 is poured up and the maintenance is completed, the prefabricated cantilever beam is placed perpendicular to the concrete column 6 by hoisting equipment, and the prestressed cable 3 passes through the beam end sealing plate 2 and the concrete column 6 on both sides of the steel cantilever beam 1 and the reserved holes of the column end sealing plate 5. At this time, use a total station to test whether the prefabricated cantilever beam is perpendicular to the concrete column 6. After ensuring the verticality, use permanent anchors on the outside of the beam end sealing plate 2 and the column end sealing plate 5 Tool 4 anchors the prestressed cable 3;
如附图4所示,本发明所述的一种混凝土框架机械化组装式阳台中,按照上述安装顺序将阳台两侧的悬挑梁安装到位;As shown in accompanying drawing 4, in a kind of concrete frame mechanized assembled balcony according to the present invention, the cantilever beams on both sides of the balcony are installed in place according to the above installation sequence;
如附图5所示,本发明所述的一种混凝土框架机械化组装式阳台中,根据施工的实际尺寸在工厂浇筑轻质混凝土楼板10,压型钢板9作为永久性底模,组成轻质混凝土压型钢板;As shown in accompanying drawing 5, in a kind of concrete frame mechanized assembly type balcony according to the present invention, light concrete floor slab 10 is poured in factory according to the actual size of construction, and profiled steel plate 9 is used as permanent bottom formwork, forms light concrete Pressure plate;
如附图6所示,本发明所述的一种混凝土框架机械化组装式阳台中,悬挑梁安装后,将预制轻质混凝土压型钢板采用螺栓或焊接的方式与悬挑梁进行连接,连接后应确保压型钢板9与型钢悬挑梁连接紧密,其上的轻质混凝土楼板10与混凝土楼板8平齐;As shown in Figure 6, in a concrete frame mechanized assembled balcony according to the present invention, after the cantilever beam is installed, the prefabricated lightweight concrete profiled steel plate is connected to the cantilever beam by bolts or welding. Finally, it should be ensured that the profiled steel plate 9 is closely connected with the profiled steel cantilever beam, and the lightweight concrete floor 10 on it is flush with the concrete floor 8;
如附图7所示,本发明所述的一种混凝土框架机械化组装式阳台中,将需要组装阳台的混凝土框架按照上述步骤组装后,形成带有组装式阳台的混凝土框架结构体系。As shown in Figure 7, in a mechanized assembled balcony with a concrete frame according to the present invention, the concrete frame that needs to be assembled with the balcony is assembled according to the above steps to form a concrete frame structure system with an assembled balcony.
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2249781Y (en) * | 1996-06-06 | 1997-03-19 | 资贸(厦门)建材工业有限公司 | Pressed steel plates for buildings |
CN1310276A (en) * | 2000-02-25 | 2001-08-29 | 邱则有 | In-situ deposited steel reinforced concrete hollow roof and its construction process |
CN205348392U (en) * | 2016-01-07 | 2016-06-29 | 朱保兵 | Space prestressed reinforced concrete structure of encorbelmenting greatly |
CN206128281U (en) * | 2016-07-22 | 2017-04-26 | 中民筑友科技投资有限公司 | Balcony board installation node |
CN206941858U (en) * | 2017-05-12 | 2018-01-30 | 东南大学 | Band is encorbelmented the structure of attached prestressing force assembled power consumption frame strengthening outside plate framework |
CN207003634U (en) * | 2016-07-22 | 2018-02-13 | 中民筑友科技投资有限公司 | A kind of balcony slab installs node |
-
2018
- 2018-07-22 CN CN201810808250.6A patent/CN109024872A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2249781Y (en) * | 1996-06-06 | 1997-03-19 | 资贸(厦门)建材工业有限公司 | Pressed steel plates for buildings |
CN1310276A (en) * | 2000-02-25 | 2001-08-29 | 邱则有 | In-situ deposited steel reinforced concrete hollow roof and its construction process |
CN205348392U (en) * | 2016-01-07 | 2016-06-29 | 朱保兵 | Space prestressed reinforced concrete structure of encorbelmenting greatly |
CN206128281U (en) * | 2016-07-22 | 2017-04-26 | 中民筑友科技投资有限公司 | Balcony board installation node |
CN207003634U (en) * | 2016-07-22 | 2018-02-13 | 中民筑友科技投资有限公司 | A kind of balcony slab installs node |
CN206941858U (en) * | 2017-05-12 | 2018-01-30 | 东南大学 | Band is encorbelmented the structure of attached prestressing force assembled power consumption frame strengthening outside plate framework |
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