CN105544721B - Light steel energy-saving assembled house and its construction method - Google Patents
Light steel energy-saving assembled house and its construction method Download PDFInfo
- Publication number
- CN105544721B CN105544721B CN201610083861.XA CN201610083861A CN105544721B CN 105544721 B CN105544721 B CN 105544721B CN 201610083861 A CN201610083861 A CN 201610083861A CN 105544721 B CN105544721 B CN 105544721B
- Authority
- CN
- China
- Prior art keywords
- frame
- steel structure
- steel
- house
- structure frame
- 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.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5818—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially U - form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
本发明涉及一种轻钢节能装配式房屋及其构建方法,所述轻钢节能装配式房屋包括楼板、屋面板、墙体和门窗;所述楼板为C型钢隔音楼板;所述C型钢隔音楼板包括第一钢结构框架、固定在所述第一钢结构框架上的垫板层、固定在垫板层上的木地板以及衬垫在所述垫板层与所述木地板之间的减震隔音层;所述第一钢结构框架是由建筑C型钢制作成型;所述墙体为钢结构剪力墙。本发明轻钢节能装配式房屋属于无基础房屋,优点是可悬空撑架建造,房屋下方的土地还可充分利用,并且还可通过建设水槽和水池,收集雨水,循环利用;墙体的三层保温和两面中空的结构,保温隔热性好,并很好地解决了冷桥问题,可充分节约房屋制冷和采暖的能源。
The invention relates to a light steel energy-saving assembled house and a construction method thereof. The light steel energy-saving assembled house includes floor slabs, roof panels, walls, doors and windows; the floor is a C-shaped steel sound-insulating floor; the C-shaped steel sound-insulating floor It includes a first steel structure frame, a backing layer fixed on the first steel structure frame, a wooden floor fixed on the backing layer, and a shock-absorbing pad between the backing layer and the wooden floor Sound insulation layer; the first steel structure frame is made of building C-shaped steel; the wall is a steel structure shear wall. The light-steel energy-saving prefabricated house of the present invention belongs to the house without foundation, and has the advantage that it can be constructed with suspended supports, the land below the house can be fully utilized, and rainwater can also be collected and recycled by building water tanks and pools; The thermal insulation and the hollow structure on both sides have good thermal insulation performance, and solve the cold bridge problem well, which can fully save the energy for cooling and heating of the house.
Description
技术领域technical field
本发明涉及一种建筑结构及建筑方法,具体地说是一种轻钢节能装配式房屋及其构建方法。The invention relates to a building structure and a building method, in particular to a light steel energy-saving prefabricated house and a construction method thereof.
背景技术Background technique
现代建筑普遍采用钢筋混凝土制作,其重量大,尽管其抗震性能的标称是很大的,如“耐受八级地震”、“抗十级地震”等等,但实际上,现有的钢筋混凝土建筑的抗震性能并不能真正达到所标称的抗震级别。因为地震是一种连续释放地心能量的过程,而在连续的地壳晃动过程中,大重量的钢筋混凝土建筑物很难承受巨大的横向剪切力,从而出现框架和墙体结构的松动,在框架和墙体结构松动后,就难以支撑庞大重量的楼体,从而引发楼体的倒塌。Modern buildings are generally made of reinforced concrete, which is heavy. Although its seismic performance is rated very large, such as "resisting an earthquake of magnitude 8", "resisting an earthquake of magnitude 10", etc., in fact, the existing steel bars The anti-seismic performance of concrete buildings cannot really reach the nominal anti-seismic level. Because the earthquake is a process of continuously releasing the energy of the earth's core, and in the process of continuous shaking of the earth's crust, it is difficult for a heavy reinforced concrete building to withstand a huge transverse shear force, resulting in the loosening of the frame and wall structure. After the frame and wall structure are loose, it is difficult to support the huge weight of the building, which leads to the collapse of the building.
而建筑物的抗震性能测试是一种一次性的冲击振动测试,这种一次性的冲击振动与地震导致的地壳连续震动的震动形态完全不同,因此,尽管有抗震性能的测试数据,但这个数据往往的很不准确的。The seismic performance test of buildings is a one-time shock vibration test. This one-time shock vibration is completely different from the vibration form of the continuous vibration of the earth's crust caused by the earthquake. Therefore, although there are test data on the seismic performance, this data Often very inaccurate.
另外,在钢结构建筑物中,所使用的钢体框架结构通常都是使用焊接方式实现构件间的相互连接的,而这种焊接处理方式,必然导致钢体框架结构发生氧化反应,从而缩短了钢结构框架的强度和使用寿命,相应缩短了钢结构建筑物的使用寿命,这也是现有钢结构建筑物使用寿命普遍不高的一个主要原因。In addition, in steel structure buildings, the steel frame structure used usually uses welding to realize the interconnection of components, and this welding method will inevitably lead to oxidation reaction of the steel frame structure, thus shortening the The strength and service life of steel structure frames shorten the service life of steel structure buildings accordingly, which is also a major reason why the service life of existing steel structure buildings is generally not high.
发明内容Contents of the invention
本发明的目的之一就是提供一种轻钢节能装配式房屋,以解决现有建筑物的抗震性能较差和使用寿命较低的问题。One of the objectives of the present invention is to provide a light steel energy-saving prefabricated house to solve the problems of poor seismic performance and low service life of existing buildings.
本发明的目的之二就是提供一种轻钢节能装配式房屋的构建方法,以优化钢结构建筑的施工工艺,提高钢结构建筑的抗震、隔热和保温性能,提高房屋的使用寿命。The second object of the present invention is to provide a construction method of a light steel energy-saving prefabricated house, so as to optimize the construction technology of the steel structure building, improve the earthquake resistance, heat insulation and heat preservation performance of the steel structure building, and increase the service life of the house.
本发明的目的之一是这样实现的:一种轻钢节能装配式房屋,包括楼板、屋面板、墙体和门窗;One of the objectives of the present invention is achieved in this way: a light steel energy-saving prefabricated house, including floor slabs, roof panels, walls and doors and windows;
所述楼板为C型钢隔音楼板;所述C型钢隔音楼板包括第一钢结构框架、固定在所述第一钢结构框架上的垫板层、固定在垫板层上的木地板以及衬垫在所述垫板层与所述木地板之间的减震隔音层;所述第一钢结构框架是由建筑C型钢制作成型;The floor is a C-shaped steel sound-insulating floor; the C-shaped steel sound-insulating floor includes a first steel structure frame, a backing layer fixed on the first steel structure frame, a wooden floor fixed on the backing layer, and a pad on the The shock-absorbing and sound-insulating layer between the backing layer and the wooden floor; the first steel structure frame is made of building C-shaped steel;
所述墙体为钢结构剪力墙;所述钢结构剪力墙包括第二钢结构框架、填充在所述第二钢结构框架中的保温层以及固定在所述第二钢结构框架两面的墙板;所述第二钢结构框架是由上梁架、下梁架和设置在所述上梁架与所述下梁架之间的若干立柱组成包含有若干长方形立框的矩形框架体,在所述钢结构框架中的至少两个长方形立框中设置有由两个支杆交叉组成的支撑架;所述上梁架、所述下梁架和所述立柱均是使用建筑C型钢制作成型;The wall is a steel structure shear wall; the steel structure shear wall includes a second steel structure frame, an insulation layer filled in the second steel structure frame, and an insulation layer fixed on both sides of the second steel structure frame Wall panels; the second steel structure frame is composed of an upper beam frame, a lower beam frame, and a plurality of columns arranged between the upper beam frame and the lower beam frame to form a rectangular frame body including several rectangular vertical frames, In the at least two rectangular vertical frames in the steel structure frame, a support frame composed of two strut crosses is arranged; the upper beam frame, the lower beam frame and the column are all made of building C-shaped steel forming;
所述建筑C型钢是由镀锌钢板轧制成的横截面为C型的型钢,所述型钢包括底板、侧板和折角回沿;所述侧板由所述底板的两侧同向伸出,并与所述底板的板面构成90°夹角;所述折角回沿位于所述侧板的端部,并与所述底板的板面相平行。The building C-shaped steel is a steel with C-shaped cross-section rolled from galvanized steel plate. The shaped steel includes a bottom plate, a side plate and a corner back edge; the side plates protrude from both sides of the bottom plate in the same direction , and forms an included angle of 90° with the surface of the bottom plate; the folded corner is located at the end of the side plate and is parallel to the surface of the bottom plate.
所述第一钢结构框架是由两个平行设置的边梁架以及设置在两个所述边梁架之间并与边梁架相垂直的若干连接梁架所组成;所述边梁架和所述连接梁架均是使用建筑C型钢制作成型;所述连接梁架将两个边梁架之间的平面分隔成若干并置的矩形框,在所述矩形框中的至少两个矩形框中设置有由两个支杆交叉组成的支撑架;所述连接梁架通过点焊与所述边梁架相接,在所述边梁架上跨接有U形扣件,所述U形扣件与所述连接梁架的端部通过铆接或栓接的方式固定连接在一起。The first steel structure frame is composed of two side beams arranged in parallel and several connecting beams arranged between the two side beams and perpendicular to the side beams; the side beams and The connecting beams are all made of building C-shaped steel; the connecting beams divide the plane between the two side beams into several juxtaposed rectangular frames, and at least two rectangular frames in the rectangular frames There is a support frame composed of two struts intersecting; the connecting beam frame is connected to the side beam frame by spot welding, and a U-shaped fastener is bridged on the side beam frame, and the U-shaped The fastener is fixedly connected with the end of the connecting beam by riveting or bolting.
所述垫板层采用欧松板,所述减震隔音层采用高强度聚苯板。The backing layer adopts Ozon board, and the shock-absorbing and sound-insulating layer adopts high-strength polystyrene board.
所述立柱通过点焊与所述上梁架和所述下梁架连接,在所述上梁架和所述下梁架上跨接有U形扣件,所述U形扣件与所述立柱的端部通过铆接或栓接的方式固定连接在一起。The upright column is connected with the upper beam frame and the lower beam frame by spot welding, and a U-shaped fastener is bridged between the upper beam frame and the lower beam frame, and the U-shaped fastener is connected to the lower beam frame. The ends of the columns are fixedly connected together by riveting or bolting.
在所述第二钢结构框架上固定有连接架,所述墙板固定连接在所述连接架上。A connecting frame is fixed on the second steel structure frame, and the wall panels are fixedly connected to the connecting frame.
所述墙板包括外层的装饰板和内层的岩棉保温板,在所述岩棉保温板的表面附着有铝箔层。The wallboard includes an outer decorative board and an inner rock wool insulation board, and an aluminum foil layer is attached to the surface of the rock wool insulation board.
本发明轻钢节能装配式房屋采用带镀锌层的C型钢制作钢结构框架,其结构紧凑,抗剪切力强,可使轻钢节能装配式房屋的结构稳定牢固,抗震性能大幅提高,使用安全可靠;内外墙体可以更换,并且整个墙体没有混凝土的使用,建设过程和墙体更换过程均不会产生建筑垃圾,减少了建筑垃圾的形成,环保节能。由于钢结构框架的构件之间是通过点焊和铆栓连接,避免了钢结构的整体焊接操作,不会对建筑C型钢表面的镀锌层产生破坏,因而使得钢结构框架的抗腐蚀性能大幅提高,轻钢节能装配式房屋的整体寿命得以明显提高。The light steel energy-saving prefabricated house of the present invention uses C-shaped steel with a galvanized layer to make the steel structure frame, which has a compact structure and strong shear resistance, which can make the structure of the light steel energy-saving prefabricated house stable and firm, and greatly improve the seismic performance. Safe and reliable; the inner and outer walls can be replaced, and the entire wall does not use concrete, and no construction waste will be generated during the construction process and wall replacement process, which reduces the formation of construction waste and is environmentally friendly and energy-saving. Since the members of the steel structure frame are connected by spot welding and riveting bolts, the overall welding operation of the steel structure is avoided, and the galvanized layer on the surface of the building C-shaped steel will not be damaged, thus greatly improving the corrosion resistance of the steel structure frame. The overall life of light steel energy-saving prefabricated houses can be significantly improved.
本发明轻钢节能装配式房屋属于无基础房屋,优点是可悬空撑架建造,房屋下方的土地还可充分利用,因而节约土地,并且还可通过建设水槽和水池,收集雨水,循环利用。墙体的三层保温和两面中空的结构,保温隔热性好,并很好地解决了冷桥问题,可充分节约房屋制冷和采暖的能源。The light-steel energy-saving prefabricated house of the present invention belongs to a house without a foundation, and has the advantage that it can be built with suspended supports, and the land under the house can be fully utilized, thereby saving land, and can also collect rainwater for recycling by building water tanks and pools. The three-layer insulation of the wall and the hollow structure on both sides have good thermal insulation and solve the cold bridge problem well, which can fully save the energy for cooling and heating of the house.
本发明的目的之二是这样实现的:一种轻钢节能装配式房屋的构建方法,包括以下步骤:The second object of the present invention is achieved in this way: a method for constructing a light-steel energy-saving prefabricated house, comprising the following steps:
a、建筑C型钢的制作:用镀锌钢板轧制成C型钢,构成横截面为C型的型钢,所述型钢包括底板、侧板和折角回沿;所述侧板由所述底板的两侧同向伸出,并与所述底板的板面构成90°夹角;所述折角回沿位于所述侧板的端部,并与所述底板的板面相平行;a. Production of C-shaped steel for construction: Roll C-shaped steel with galvanized steel plate to form a C-shaped steel in cross section. The sides protrude in the same direction and form a 90° angle with the surface of the bottom plate; the folded corner is located at the end of the side plate and is parallel to the surface of the bottom plate;
b、第一钢结构框架的制作:将所制建筑C型钢裁切成边梁架和连接梁架,将两个边梁架平行设置,在两个边梁架之间设置若干与边梁架相垂直的连接梁架;连接梁架的端部通过点焊与边梁架相接,再在边梁架上跨接U形扣件,U形扣件与连接梁架的端部通过铆接或栓接的方式固定连接在一起;连接梁架将两个边梁架之间的平面分隔成若干并置的矩形框,在其中的至少两个矩形框中设置有由两个支杆交叉组成的支撑架;支杆的两端卡接在相邻的两根连接梁架的C形槽口内;b. Production of the first steel structure frame: cut the C-shaped steel of the building into side beams and connecting beams, set the two side beams in parallel, and set several side beams between the two side beams The vertical connecting beam frame; the end of the connecting beam frame is connected to the side beam frame by spot welding, and then the U-shaped fastener is bridged on the side beam frame, and the U-shaped fastener and the end of the connecting beam frame are riveted or The way of bolting is fixedly connected together; the connecting beam frame divides the plane between the two side beam frames into a number of juxtaposed rectangular frames, and at least two of the rectangular frames are provided with crossings composed of two struts. Support frame; the two ends of the pole are clamped in the C-shaped notches of two adjacent connecting beams;
c、第二钢结构框架的制作:将所制建筑C型钢裁切成上梁架、下梁架和立柱,将上梁架与下梁架上下相对设置,在上梁架与下梁架之间设置若干立柱,立柱的端部通过点焊与上梁架和下梁架分别相接,再在上梁架和下梁架上分别跨接U形扣件,U形扣件与立柱的端部通过铆接或栓接的方式固定连接在一起;立柱将上梁架与下梁架之间的平面分隔成若干长方形立框,在第二钢结构框架两边的两个长方形立框中设置有由两个支杆交叉组成的支撑架;支杆的两端卡接在相邻的两根立柱的C形槽口内;c. Production of the second steel structure frame: Cut the C-shaped steel of the building into upper beams, lower beams and columns, set the upper beams and lower beams up and down oppositely, and place them between the upper beams and the lower beams. A number of columns are arranged in between, and the ends of the columns are respectively connected with the upper beam and the lower beam through spot welding, and then U-shaped fasteners are respectively bridged on the upper beam and the lower beam, and the U-shaped fasteners are connected with the ends of the columns. The parts are fixedly connected together by riveting or bolting; the upright column divides the plane between the upper beam frame and the lower beam frame into several rectangular vertical frames, and there are two rectangular vertical frames on both sides of the second steel structure frame. A support frame composed of two struts crossed; the two ends of the struts are snapped into the C-shaped notches of two adjacent columns;
d、房屋框架的构建:将第一钢结构框架平铺在地面、固定在地面或是固定在高出地面的桩基础上,在第一钢结构框架的各个边框上分别固定一个第二钢结构框架,各第二钢结构框架的连接边相互固定连接,各第二钢结构框架的上沿保持高度一致,并在第二钢结构框架的上沿固定另一个第一钢结构框架,由此构建成一层房屋的房屋框架;d. Construction of house frame: Lay the first steel structure frame on the ground, fix it on the ground or fix it on the pile foundation above the ground, and fix a second steel structure on each frame of the first steel structure frame frame, the connecting sides of each second steel structure frame are fixedly connected to each other, the upper edge of each second steel structure frame is kept at the same height, and another first steel structure frame is fixed on the upper edge of the second steel structure frame, thereby constructing form the frame of a one-story house;
e、基层楼板的制作:在房屋框架的下层的第一钢结构框架上固定连接架或橕杆,在下层的第一钢结构框架的各个矩形框中充实填满水泥炉渣,将垫板层铺盖在下层的第一钢结构框架的顶面,并与下层的第一钢结构框架上的连接架或橕杆固定连接在一起;在垫板层的上面先铺放减震隔音层,再铺设木地板,即可制成基层楼板;e. Production of base floor slabs: Fix connecting frames or poles on the first steel structure frame of the lower layer of the house frame, fill each rectangular frame of the first steel structure frame of the lower layer with cement slag, and cover the backing layer On the top surface of the first steel structure frame of the lower layer, it is fixedly connected with the connecting frame or pole on the first steel structure frame of the lower layer; the shock-absorbing and sound-insulating layer is first laid on the backing layer, and then the wooden The floor can be made into a base floor;
f、墙体的制作:在房屋框架的各第二钢结构框架中填充保温层,在第二钢结构框架的两面分别固定连接架,在各第二钢结构框架的内侧连接架上固定连接内墙板,在各第二钢结构框架的外侧连接架上固定连接外墙板:内墙板和外墙板均由装饰板和岩棉保温板复合构成,装饰板在外侧,岩棉保温板在内侧;在岩棉保温板的表面附着一层铝箔层;f, the production of the wall: fill the insulation layer in each second steel structure frame of the house frame, respectively fix the connecting frame on both sides of the second steel structure frame, and fix the inner connecting frame on the inner side of each second steel structure frame. Wall panels are fixedly connected to the outer wall panels on the outer connecting frames of the second steel structure frames: the inner wall panels and the outer wall panels are composed of decorative panels and rock wool insulation panels, the decorative panels are on the outside, and the rock wool insulation panels are on the outside. Inside; a layer of aluminum foil is attached to the surface of the rock wool insulation board;
g、屋面板的制作:在房屋框架的上层第一钢结构框架上固定连接架或橕杆,在上层第一钢结构框架的各个矩形框中填充保温层,将垫板层设置在上层第一钢结构框架的底面,并与上层第一钢结构框架上的连接架或橕杆固定连接在一起;在垫板层的底面设置减震隔音层和装饰板,即可制成屋面板;g. Production of roof panels: Fix the connecting frame or pole on the upper first steel structure frame of the house frame, fill the insulation layer in each rectangular frame of the upper first steel structure frame, and set the backing layer on the upper first The bottom surface of the steel structure frame is fixedly connected with the connecting frame or pole on the first steel structure frame of the upper layer; a shock-absorbing and sound-insulating layer and a decorative plate are arranged on the bottom surface of the backing layer to make a roof panel;
h、门窗的安装:在墙体的预留门口处安装门框和门,在墙体的预留窗口处安装窗框和窗户。h. Installation of doors and windows: install door frames and doors at the reserved door of the wall, and install window frames and windows at the reserved window of the wall.
在上述构建方法的步骤d中,在建成一层房屋的房屋框架后,在上层的第一钢结构框架的上面重复步骤d,即可建成两层或两层以上的房屋框架。In step d of the above-mentioned construction method, after the building frame of a one-story house is built, step d is repeated on the first steel structure frame of the upper floor, so that a house frame with two or more floors can be built.
在上述构建方法中,在屋面板的顶面设置坡顶,以增加房屋的保温性能。In the above construction method, a sloping roof is set on the top surface of the roof panel to increase the thermal insulation performance of the house.
本发明轻钢节能装配式房屋构建方法无需现场支模浇筑,不产生建筑垃圾,施工周期短,造价低,既降低了建筑成本,又提高了建筑施工的速度和工效。The construction method of the light steel energy-saving prefabricated house of the present invention does not need on-site formwork pouring, does not generate construction waste, has a short construction period and low cost, reduces construction costs, and improves construction speed and work efficiency.
本发明中的钢结构框架可在工厂预制,无需现场打制,简化了施工工序,质量容易控制。本发明改进了钢结构房屋的构建方法,提高了钢结构房屋的抗震和保温性能,有利于大批量规模化生产。本发明改善了钢结构房屋的制作工艺,在确保结构强度的前提下,提高了隔热保温性能。The steel structure frame in the present invention can be prefabricated in a factory without on-site manufacturing, which simplifies the construction process and is easy to control the quality. The invention improves the construction method of the steel structure house, improves the anti-seismic and thermal insulation performance of the steel structure house, and is beneficial to large-scale large-scale production. The invention improves the manufacturing process of the steel structure house, and improves the thermal insulation performance under the premise of ensuring the structural strength.
本发明具有以下优点:1、采用钢结构框架的结构形式,保持单位平方米较低的用钢量,房屋的自重轻,可大大降低楼板对墙体的载重负荷。2、可实现流水线批量化规模生产,楼板墙体和屋面板分别预制,现场拼装,减少物流成本,适合远距离运输。3、最大限度地降低了钢材锈蚀,不影响板材在100年内的使用寿命,使轻钢节能装配式房屋的使用寿命可提高到100年以上。The present invention has the following advantages: 1. The structural form of the steel structure frame is adopted, the steel consumption per square meter is kept low, the dead weight of the house is light, and the load load of the floor to the wall can be greatly reduced. 2. It can realize large-scale mass production on the assembly line. The floor, wall and roof panels are prefabricated separately and assembled on site, which reduces logistics costs and is suitable for long-distance transportation. 3. Minimize the corrosion of steel, without affecting the service life of the plate within 100 years, so that the service life of light steel energy-saving prefabricated houses can be increased to more than 100 years.
附图说明Description of drawings
图1是本发明轻钢节能装配式房屋的结构示意图。Fig. 1 is a structural schematic diagram of a light steel energy-saving prefabricated house of the present invention.
图2是墙体的结构示意图。Fig. 2 is a schematic diagram of the structure of the wall.
图3是楼板的结构示意图。Figure 3 is a schematic structural view of the floor.
图4是建筑C型钢的结构示意图。Fig. 4 is a structural schematic diagram of building C-shaped steel.
图5是U形扣件的结构示意图。Fig. 5 is a schematic structural diagram of a U-shaped fastener.
图中:1、型钢,2、第一钢结构框架,3、底板,4、侧板,5、折角回沿,6、连接孔,7、第二钢结构框架,8、保温层,9、装饰板,10、岩棉保温板,11、铝箔层,12、U形扣件,13、连接架,14、楼板,15、屋面板,16、墙体,17、坡顶,21、边梁架,22、连接梁架,23、隔音保温板,71、上梁架,72、下梁架,73、立柱,74、支杆。In the figure: 1. Sectional steel, 2. The first steel structure frame, 3. Bottom plate, 4. Side plate, 5. Corner return edge, 6. Connection hole, 7. Second steel structure frame, 8. Insulation layer, 9. Decorative board, 10. Rock wool insulation board, 11. Aluminum foil layer, 12. U-shaped fastener, 13. Connecting frame, 14. Floor plate, 15. Roof plate, 16. Wall body, 17. Slope roof, 21. Edge beam Frame, 22, connecting beam frame, 23, sound insulation insulation board, 71, upper beam frame, 72, lower beam frame, 73, column, 74, pole.
具体实施方式detailed description
实施例1:Example 1:
如图1所示,本发明轻钢节能装配式房屋包括楼板14、屋面板15、墙体16和门窗等部分;其中,楼板14包括铺设在房屋底层的基层楼板和铺设在房屋各层之间的层间楼板;屋面板15是遮盖在房屋顶层的顶板。As shown in Figure 1, the light steel energy-saving prefabricated house of the present invention includes floor slabs 14, roof panels 15, walls 16, doors and windows and other parts; The floor slabs between floors; Roof panel 15 is the top slab covering the top floor of the house.
如图2所示,所述楼板14为C型钢隔音楼板,即以第一钢结构框架2为骨架,在第一钢结构框架2的顶面固定有垫板层,在垫板层上固定有木地板,在垫板层与木地板之间衬垫有减震隔音层。垫板层采用欧松板制作,减震隔音层采用高强度聚苯板制作。As shown in Figure 2, the floor slab 14 is a C-shaped steel sound-insulating floor, that is, with the first steel structure frame 2 as the skeleton, a backing plate layer is fixed on the top surface of the first steel structure frame 2, and a backing plate layer is fixed on the backing plate layer. The wooden floor is lined with a shock-absorbing and sound-insulating layer between the backing layer and the wooden floor. The backing layer is made of Ozon board, and the shock-absorbing and sound-insulating layer is made of high-strength polystyrene board.
欧松板是以小径材、间伐材、 木芯为原料,通过专用设备加工成0.3—0.7 mm厚的刨片,再经脱油、干燥、施胶、定向铺装、热压成型等工艺制成的一种定向结构板材。其表层刨片呈纵向排列,芯层刨片呈横向排列,这种纵横交错的排列,重组了木质纹理结构,消除了木材内应力对加工的影响,使之具有较好的易加工性和防潮性。Ozon board is made of small-diameter wood, thinned wood, and wood core. It is processed into 0.3-0.7 mm thick flakes by special equipment, and then processed by deoiling, drying, sizing, directional paving, and hot-pressing. An oriented structural sheet. The surface slices are arranged vertically, and the core slices are arranged horizontally. This criss-cross arrangement reorganizes the wood texture structure, eliminates the influence of wood internal stress on processing, and makes it have better processability and moisture resistance. sex.
所述第一钢结构框架2是由两个平行设置的边梁架21以及设置在两个边梁架之间、并与边梁架相垂直的若干连接梁架22所组成。两个位于端部的连接梁架22与两个边梁架21合围构成一个矩形框架体;中间的若干连接梁架22将该矩形框架体分隔成若干并置的矩形框,在至少两个矩形框中设置有由两个支杆74交叉组成的支撑架,每个支杆74的两端分别插接在连接梁架22与边梁架21的交接处。The first steel structure frame 2 is composed of two side beams 21 arranged in parallel and several connecting beams 22 arranged between the two side beams and perpendicular to the side beams. Two connecting beams 22 at the ends and two side beams 21 form a rectangular frame body; several connecting beams 22 in the middle divide the rectangular frame body into several juxtaposed rectangular frames. The frame is provided with a support frame composed of two struts 74 intersecting each other.
第一钢结构框架2中的边梁架21和连接梁架22均是使用建筑C型钢制作成型。Both the edge beam frame 21 and the connecting beam frame 22 in the first steel structure frame 2 are made of building C-shaped steel.
建筑C型钢是由镀锌钢板轧制成的横截面为C型的型钢1。如图4所示,型钢1包括底板3、侧板4和折角回沿5。侧板4是从底板3的两侧同向伸出,其伸出高度相等,并与底板3的板面构成90°的夹角。折角回沿5位于侧板4的端部,并与底板3的板面相平行。折角回沿5的宽度是底板宽度的10—20%为宜。两个侧板4上的折角回沿5相向弯折成型,使型钢1的横截面成为C型。通过在建筑C型钢上加设两个折角回沿,使得建筑C型钢的抗扭强度大幅提高。在型钢1的侧板4上开有穿接栓杆的连接孔6,在构建钢结构框架时,通过这些连接孔可与其他钢构件之间采用铆接或栓接的方式进行固定连接,由此避免了钢结构框架各组件之间的整体焊接连接,既保护了型钢1表面的镀锌层2,又使得钢结构框架的构建工作操作简单,工效提高。Construction C-shaped steel is a steel with a C-shaped cross-section rolled from galvanized steel sheets. As shown in FIG. 4 , the section steel 1 includes a bottom plate 3 , a side plate 4 and a corner return edge 5 . The side plates 4 protrude from both sides of the base plate 3 in the same direction, and have equal protrusion heights, and form an included angle of 90° with the surface of the base plate 3 . The corner back edge 5 is located at the end of the side plate 4 and is parallel to the surface of the bottom plate 3 . It is advisable that the width of the knuckle back along the 5 is 10-20% of the base plate width. The knuckles on the two side plates 4 are bent and formed opposite to each other along 5, so that the cross section of the section steel 1 becomes C-shaped. The torsional strength of the building C-shaped steel is greatly improved by adding two corner return edges to the building C-shaped steel. On the side plate 4 of the section steel 1, there are connecting holes 6 through which the bolt rods are pierced. When constructing the steel structure frame, these connecting holes can be fixedly connected with other steel members by riveting or bolting, thus The overall welding connection between the components of the steel structure frame is avoided, the galvanized layer 2 on the surface of the section steel 1 is protected, and the construction of the steel structure frame is easy to operate and the work efficiency is improved.
第一钢结构框架2的构建过程是,将连接梁架22的两端分别通过点焊与边梁架21相连接,然后,再在边梁架21的外侧跨接U形扣件12(图3),在U形扣件12的两个伸出臂上开有孔口相对的穿接孔,U形扣件12在跨过边梁架21后,与连接梁架22的端部用铆接或栓接的方式,即可使连接梁架22与边梁架21固定连接在一起。这种固定连接方式,避免了整体焊接变形和对表面镀锌层的破坏。The construction process of the first steel structure frame 2 is to connect the two ends of the connecting beam frame 22 with the side beam frame 21 by spot welding respectively, and then bridge the U-shaped fastener 12 on the outside of the side beam frame 21 (Fig. 3) On the two extending arms of the U-shaped fastener 12, there are piercing holes with opposite openings. After the U-shaped fastener 12 crosses the side beam frame 21, it is riveted with the end of the connecting beam frame 22 Or the way of bolting can make the connecting beam frame 22 and the side beam frame 21 fixedly connected together. This fixed connection method avoids overall welding deformation and damage to the surface galvanized layer.
支杆74可以是方管或C型钢,其宽度不大于连接梁架22的C形槽口宽度的1/2,这样,当两根支杆交叉组成支撑架时,支杆74的两端均可卡接在相邻的两根连接梁架22的C形槽口内。两支杆74的交叉重叠部分可以通过点焊、铆接或栓接等多种方式进行固定,由此即可构建成一个牢固稳定的钢结构框架。Strut 74 can be a square tube or C-shaped steel, and its width is not greater than 1/2 of the C-shaped notch width of connecting beam frame 22, like this, when two struts intersect to form bracing frame, the two ends of strut 74 are equal to each other. It can be clamped in the C-shaped slots of two adjacent connecting beams 22 . The overlapping parts of the two struts 74 can be fixed by various methods such as spot welding, riveting or bolting, so that a firm and stable steel structure frame can be constructed.
对于跨度较大的第一钢结构框架2,还可在其他的矩形框内加设若干个支撑架,以提高钢结构框架的结构强度。For the first steel frame 2 with a large span, several support frames can also be added in other rectangular frames to improve the structural strength of the steel frame.
在第一钢结构框架2上固定有连接架13,以使垫板层通过与连接架13的连接而固定在第一钢结构框架2的顶面。A connecting frame 13 is fixed on the first steel structure frame 2 , so that the base layer is fixed on the top surface of the first steel structure frame 2 through the connection with the connecting frame 13 .
如图3所示,所述墙体16为钢结构剪力墙,所述钢结构剪力墙包括第二钢结构框架7、填充在第二钢结构框架中的保温层8以及固定在第二钢结构框架7两面的墙板。所述墙板包括外层的装饰板9和内层的岩棉保温板10,在所述岩棉保温板10的表面可附着一层铝箔层11,以进一步提高墙体的保温隔热效果。As shown in Figure 3, the wall body 16 is a steel structure shear wall, and the steel structure shear wall includes a second steel structure frame 7, an insulation layer 8 filled in the second steel structure frame and fixed on the second steel structure frame. Steel frame 7 wall panels on both sides. The wallboard includes an outer decorative board 9 and an inner rock wool insulation board 10. A layer of aluminum foil 11 can be attached to the surface of the rock wool insulation board 10 to further improve the thermal insulation effect of the wall.
所述第二钢结构框架7是由上梁架71、下梁架72和两个靠边的立柱73组成一个矩形框架体,中间的若干立柱73设置在上梁架71与下梁架72之间,并将矩形框架体分隔成若干并置的长方形立框。在第二钢结构框架7中两边的两个长方形立框中设置有由两个支杆74斜向交叉组成的支撑架,支杆74的上、下两端分别插接在立柱74与上、下梁架的交接处。The second steel structure frame 7 is composed of an upper beam frame 71, a lower beam frame 72 and two side columns 73 to form a rectangular frame body, and several columns 73 in the middle are arranged between the upper beam frame 71 and the lower beam frame 72 , and divide the rectangular frame body into several juxtaposed rectangular vertical frames. In the two rectangular vertical frames on both sides of the second steel structure frame 7, a support frame composed of two struts 74 obliquely intersecting is provided. The junction of the lower beams.
上梁架71、下梁架72和立柱73均是使用图4所示的建筑C型钢制作成型。The upper beam frame 71, the lower beam frame 72 and the column 73 are all formed by using the construction C-shaped steel shown in Fig. 4 .
第二钢结构框架7的构建过程是,将立柱73的两端通过点焊与上梁架71和下梁架72对应相接,然后,再在上梁架71和下梁架72的外侧跨接U形扣件12(图3),在U形扣件12的两个伸出臂上开有孔口相对的穿接孔,U形扣件12在跨过上梁架71或下梁架72后,与立柱73的端部采用铆接或栓接的方式固定连接,即可使立柱73与上梁架71或下梁架72固定连接在一起。这种固定连接方式避免了整体焊接造成的焊接变形和对表面镀锌层的破坏。The construction process of the second steel structure frame 7 is to connect the two ends of the column 73 with the upper beam frame 71 and the lower beam frame 72 by spot welding, and then span the outer sides of the upper beam frame 71 and the lower beam frame 72. Connect the U-shaped fastener 12 (Fig. 3), on the two extending arms of the U-shaped fastener 12, there are piercing holes with opposite openings, and the U-shaped fastener 12 crosses the upper beam frame 71 or the lower beam frame After 72, it is fixedly connected with the end of the column 73 by riveting or bolting, so that the column 73 is fixedly connected with the upper beam frame 71 or the lower beam frame 72. This fixed connection method avoids welding deformation caused by overall welding and damage to the surface galvanized layer.
支杆74可以是方管或C型钢,其宽度不大于立柱73的C形槽口宽度的1/2,这样,当两根支杆交叉组成交叉支撑架时,支杆的两端均可卡接在相邻的两根立柱73的C形槽口内。在两支杆74的交叉重叠处可以进行点焊、铆接或栓接等多种方式进行固定,由此即可构建成一个牢固稳定且抗剪切力强的钢结构框架。对于长度较长的第二钢结构框架7,还可在其他的长方形立框内加设若干个支撑架,以提高钢结构框架的强度。The pole 74 can be a square tube or a C-shaped steel, and its width is not greater than 1/2 of the width of the C-shaped notch of the column 73. Like this, when two poles intersect to form a cross support frame, both ends of the pole can be clamped. Be connected in the C-shaped notches of two adjacent columns 73. The intersection and overlap of the two poles 74 can be fixed in various ways such as spot welding, riveting or bolting, so that a firm, stable and shear-resistant steel frame can be constructed. For the longer second steel structure frame 7, several bracing frames can also be added in other rectangular vertical frames to improve the strength of the steel structure frame.
图1中,在第二钢结构框架7上固定有连接架13,墙板通过紧固件固定连接在连接架13上,由此形成一种无钢筋混凝土且抗震、保温性好的钢结构剪力墙。In Fig. 1, a connecting frame 13 is fixed on the second steel structure frame 7, and the wall panels are fixedly connected to the connecting frame 13 by fasteners, thereby forming a steel structure shear without reinforced concrete and having good earthquake resistance and thermal insulation. force wall.
实施例2:Example 2:
本发明轻钢节能装配式房屋的构建方法包括以下步骤:The construction method of the light steel energy-saving prefabricated house of the present invention comprises the following steps:
1、建筑C型钢的制作:用镀锌钢板轧制成C型钢(图4),构成横截面为C型的型钢1,所述型钢1包括底板3、侧板4和折角回沿5;所述侧板4由底板3的两侧同向伸出,并与底板3的板面构成90°夹角;折角回沿5位于侧板4的端部,并与底板3的板面相平行。1. Production of C-shaped steel for construction: rolling C-shaped steel with galvanized steel sheet (Fig. 4) to form a C-shaped steel 1 with a cross-section. The side plates 4 protrude from both sides of the base plate 3 in the same direction, and form an angle of 90° with the surface of the base plate 3;
2、第一钢结构框架2的制作:如图2所示,将所制建筑C型钢裁切成边梁架21和连接梁架22,将两个边梁架21平行设置,在两个边梁架21之间设置若干与边梁架相垂直的连接梁架22;连接梁架22的端部通过点焊与边梁架21相接,再在边梁架21上跨接U形扣件12,U形扣件12与连接梁架22的端部通过铆接或栓接的方式固定连接在一起;连接梁架22将两个边梁架21之间的平面分隔成若干并置的矩形框,在其中的至少两个矩形框中设置有由两个支杆74交叉组成的支撑架;支杆74的两端卡接在相邻的两根连接梁架22的C形槽口内。2. The production of the first steel structure frame 2: as shown in Figure 2, the C-shaped steel of the building is cut into side beam frames 21 and connecting beam frames 22, and the two side beam frames 21 are arranged in parallel. A number of connecting beams 22 perpendicular to the side beams are arranged between the beams 21; the ends of the connecting beams 22 are connected to the side beams 21 by spot welding, and then U-shaped fasteners are bridged on the side beams 21 12. The U-shaped fastener 12 and the end of the connecting beam 22 are fixedly connected together by riveting or bolting; the connecting beam 22 divides the plane between the two side beams 21 into several juxtaposed rectangular frames , in which at least two rectangular frames are provided with a support frame composed of two struts 74 intersecting;
3、第二钢结构框架7的制作:如图3所示,将所制建筑C型钢裁切成上梁架71、下梁架72和立柱73,将上梁架71与下梁架72上下相对设置,在上梁架71与下梁架72之间设置若干立柱73,立柱73的端部通过点焊与上梁架71和下梁架72对应相接,再在上梁架71和下梁架72上分别跨接U形扣件12,U形扣件12与立柱73的端部通过铆接或栓接的方式固定连接在一起;立柱73将上梁架71与下梁架72之间的平面分隔成若干长方形立框,在第二钢结构框架7两边的两个长方形立框中设置有由两个支杆74斜向交叉组成的支撑架;支杆74的两端卡接在相邻的两根立柱的C形槽口内。3. The production of the second steel structure frame 7: as shown in Figure 3, the C-shaped steel of the building is cut into the upper beam frame 71, the lower beam frame 72 and the column 73, and the upper beam frame 71 and the lower beam frame 72 are up and down Relatively set, a number of columns 73 are set between the upper beam frame 71 and the lower beam frame 72, and the ends of the column 73 are connected with the upper beam frame 71 and the lower beam frame 72 by spot welding, and then the upper beam frame 71 and the lower beam frame are connected. The U-shaped fasteners 12 are respectively spanned on the beam frame 72, and the ends of the U-shaped fasteners 12 and the columns 73 are fixedly connected together by riveting or bolting; the columns 73 connect the upper beam frame 71 and the lower beam frame 72 The plane of the plane is divided into several rectangular vertical frames, and a support frame composed of two struts 74 obliquely intersecting is arranged in the two rectangular vertical frames on both sides of the second steel structure frame 7; In the C-shaped notches of the two adjacent columns.
4、房屋框架的构建:将第一钢结构框架2或是平铺在地面,或是固定在地面,前者可制成移动房屋,后者可制成固定房屋;还可将第一钢结构框架2固定在高出地面的若干个桩基础上,形成底部有空当的“空中楼阁”。在第一钢结构框架2的各个边框上分别固定一个第二钢结构框架7,各第二钢结构框架7的相互连接边互相固定连接,各第二钢结构框架7的上沿保持高度一致,并在由第二钢结构框架7合围区域的框架上沿再固定另一个第一钢结构框架2,由此即可构建成一层房屋的房屋框架。4. Construction of the house frame: lay the first steel structure frame 2 on the ground or fix it on the ground. The former can be made into a mobile house, and the latter can be made into a fixed house; 2. It is fixed on several pile foundations above the ground to form a "castle in the air" with a space at the bottom. A second steel structure frame 7 is respectively fixed on each frame of the first steel structure frame 2, and the interconnecting edges of each second steel structure frame 7 are fixedly connected to each other, and the upper edges of each second steel structure frame 7 maintain the same height, And another first steel structure frame 2 is fixed on the frame of the area enclosed by the second steel structure frame 7, so that a house frame of a one-storey house can be constructed.
在建成一层房屋的房屋框架后,可在上层的第一钢结构框架的上面再重复步骤4,即可建成两层或两层以上的房屋框架。After building the house frame of a one-story house, step 4 can be repeated above the first steel structure frame of the upper floor to build a house frame with two or more floors.
5、基层楼板的制作:在上述的房屋框架的下层第一钢结构框架2上固定连接架13,在下层第一钢结构框架2的各个矩形框中充实填满水泥和炉渣(对于移动房或悬空房,需要在下层第一钢结构框架2上先固定底板后再充填水泥和炉渣),将垫板层铺盖在下层第一钢结构框架2的顶面,并与下层第一钢结构框架2上的连接架13固定连接在一起;在垫板层的上面先铺放减震隔音层,再铺设木地板,即可制成基层楼板。5. The production of the base floor slab: Fix the connecting frame 13 on the first steel structure frame 2 of the lower floor of the above-mentioned house frame, and fill each rectangular frame of the first steel structure frame 2 of the lower floor with cement and slag (for mobile houses or For suspended rooms, the bottom plate needs to be fixed on the first steel structure frame 2 of the lower floor before filling with cement and slag), the backing plate layer is laid on the top surface of the first steel structure frame 2 of the lower floor, and it is connected with the first steel structure frame 2 of the lower floor. The upper connecting frame 13 is fixedly connected together; the shock-absorbing and sound-insulating layer is first laid on the backing layer, and then the wooden floor is laid to make the base floor.
层间楼板的制作方式与基层楼板的制作方式基本相同,只是第一钢结构框架2中不是充填水泥和炉渣,而是添加隔音保温板23。The manufacturing method of the floor slab between floors is basically the same as that of the base floor slab, except that the first steel structure frame 2 is not filled with cement and slag, but a sound insulation board 23 is added.
6、墙体的制作:在上述的房屋框架的各第二钢结构框架7中填充岩棉或珍珠岩的保温层,在第二钢结构框架7的两面分别固定连接架13,在各第二钢结构框架7内侧的连接架13上固定连接内墙板,在各第二钢结构框架7外侧的连接架13上固定连接外墙板:内墙板和外墙板均由装饰板9和岩棉保温板10复合构成,装饰板9在外侧,岩棉保温板10在内侧;在岩棉保温板10的表面附着一层铝箔层11。内外墙板上的保温层加上框架中的保温层,在墙体上即可形成三层保温层结构,并且没有冷热桥,因而保温隔热性能优于常规的钢结构房屋和混凝土浇筑房。6. The making of the body of wall: Fill the insulation layer of rock wool or perlite in each second steel structure frame 7 of the above-mentioned house frame, fix the connecting frame 13 respectively on both sides of the second steel structure frame 7, The connecting frame 13 on the inside of the steel structure frame 7 is fixedly connected to the inner wall panel, and the connecting frame 13 on the outer side of each second steel structure frame 7 is fixedly connected to the outer wall panel: the inner wall panel and the outer wall panel are made of decorative panels 9 and rock The wool insulation board 10 is composite, the decorative board 9 is on the outside, and the rock wool insulation board 10 is on the inside; a layer of aluminum foil 11 is attached to the surface of the rock wool insulation board 10 . The insulation layer on the inner and outer wall panels plus the insulation layer in the frame can form a three-layer insulation layer structure on the wall, and there is no cold and heat bridge, so the thermal insulation performance is better than that of conventional steel structure houses and concrete pouring houses .
7、屋面板的制作:在房屋框架的最上面一层的第一钢结构框架2上固定连接架13,在上层第一钢结构框架2的各个矩形框中填充保温层,将垫板层设置在上层第一钢结构框架2的底面,并与上层第一钢结构框架2上的连接架13固定连接在一起;在垫板层的底面设置减震隔音层和装饰板,即可制成屋面板。在屋面板的顶面还可设置坡顶17(图1),以增加房屋的保温隔热性能。7. The production of roof panels: fix the connecting frame 13 on the first steel structure frame 2 of the uppermost layer of the house frame, fill the insulation layer in each rectangular frame of the first steel structure frame 2 on the upper floor, and set the backing layer On the bottom surface of the first steel structure frame 2 of the upper floor, it is fixedly connected with the connecting frame 13 on the first steel structure frame 2 of the upper floor; a shock-absorbing and sound-insulating layer and a decorative plate are arranged on the bottom surface of the backing plate layer, and the roof can be made. panel. A slope roof 17 (Fig. 1) can also be set on the top surface of the roof panel to increase the thermal insulation performance of the house.
8、门窗的安装:在墙体16的预留门口处安装门框和门,在墙体16的预留窗口处安装窗框和窗户,即可构成本发明轻钢节能装配式房屋。8. Installation of doors and windows: install door frames and doors at the reserved doorways of the wall 16, and install window frames and windows at the reserved windows of the wall 16 to form the light steel energy-saving prefabricated house of the present invention.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610083861.XA CN105544721B (en) | 2016-02-06 | 2016-02-06 | Light steel energy-saving assembled house and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610083861.XA CN105544721B (en) | 2016-02-06 | 2016-02-06 | Light steel energy-saving assembled house and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105544721A CN105544721A (en) | 2016-05-04 |
| CN105544721B true CN105544721B (en) | 2017-10-27 |
Family
ID=55824238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610083861.XA Expired - Fee Related CN105544721B (en) | 2016-02-06 | 2016-02-06 | Light steel energy-saving assembled house and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105544721B (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049745B (en) * | 2016-05-26 | 2018-03-09 | 沈阳建筑大学 | Modularization thermal insulation sound insulation load-bearing wood wallboard and L-shaped wall method of construction |
| CN105926837B (en) * | 2016-05-26 | 2018-01-23 | 沈阳建筑大学 | Modularization thermal insulation sound insulation load-bearing wood wallboard |
| CN106760035A (en) * | 2016-12-28 | 2017-05-31 | 北京慧峰聚能科技有限公司 | The house of energy storage device is embedded within the walls |
| CN107419847A (en) * | 2017-09-11 | 2017-12-01 | 蒋玲玲 | Batch production multilayer integrated assembled wallboard and its installation method |
| CN107642169B (en) * | 2017-09-23 | 2023-05-09 | 辽宁福瑞达建筑科技有限公司 | Light steel structure assembly decoration integrated building |
| CN107447892A (en) * | 2017-09-23 | 2017-12-08 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles the metope modular system of decoration integrated building |
| CN109663701A (en) * | 2018-04-16 | 2019-04-23 | 广东雪迪龙环境科技有限公司 | Environment-protective sealing type moves paint spray booth |
| CN108589920A (en) * | 2018-06-01 | 2018-09-28 | 江培刚 | A kind of assembled architecture module room structural framing |
| CN109555224B (en) * | 2018-12-31 | 2024-05-28 | 江苏绿能环保集成木屋有限公司 | A beam frame for assembled house and house using the same |
| CN110080381A (en) * | 2019-03-15 | 2019-08-02 | 安徽鸿路钢结构(集团)股份有限公司 | A kind of integrated assembled type steel building |
| CN110512720B (en) * | 2019-09-04 | 2020-12-11 | 大连阔森特新型建材有限公司 | Light steel light concrete prefabricated house structure |
| CN111287311A (en) * | 2019-12-18 | 2020-06-16 | 成都朗基兴业建筑工程有限公司 | Construction method of cold-formed thin-wall light steel structure building |
| CN111456226B (en) * | 2020-04-17 | 2022-03-11 | 温州坤睿建设工程有限公司 | Light steel energy-saving prefabricated house and construction method thereof |
| CN112031286B (en) * | 2020-09-03 | 2022-08-30 | 贵州汇通申发钢结构有限公司 | Integrated assembled steel construction building |
| CN113309252B (en) * | 2021-05-31 | 2025-01-07 | 酷屋(山东)科技有限公司 | Prefabricated building wall structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839748A (en) * | 2011-06-24 | 2012-12-26 | 潘祖康 | Freely combined living room with wall connecting column |
| CN104912257A (en) * | 2015-06-18 | 2015-09-16 | 北京工业大学 | Prefabricated special-shaped light-steel composite wall board and mounting method thereof |
| CN204983131U (en) * | 2015-06-18 | 2016-01-20 | 北京大工简筑科技有限公司 | DGC modularization prefabricated buildings system |
| CN205399657U (en) * | 2016-02-06 | 2016-07-27 | 定州市力瑞钢结构有限公司 | Energy -conserving prefabricated building of light steel |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120120233A (en) * | 2009-12-18 | 2012-11-01 | 팻코, 엘엘씨 | Panelized structural system for building construction |
-
2016
- 2016-02-06 CN CN201610083861.XA patent/CN105544721B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839748A (en) * | 2011-06-24 | 2012-12-26 | 潘祖康 | Freely combined living room with wall connecting column |
| CN104912257A (en) * | 2015-06-18 | 2015-09-16 | 北京工业大学 | Prefabricated special-shaped light-steel composite wall board and mounting method thereof |
| CN204983131U (en) * | 2015-06-18 | 2016-01-20 | 北京大工简筑科技有限公司 | DGC modularization prefabricated buildings system |
| CN205399657U (en) * | 2016-02-06 | 2016-07-27 | 定州市力瑞钢结构有限公司 | Energy -conserving prefabricated building of light steel |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105544721A (en) | 2016-05-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105544721B (en) | Light steel energy-saving assembled house and its construction method | |
| JP3218530U (en) | Central assembly steel structure | |
| CN209397804U (en) | A kind of assembled steel frame-composite slim floor | |
| CN205296573U (en) | Assembly type structure load -bearing wall panel | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN206655314U (en) | The board-like assembling building systems of DGC | |
| CN106638957B (en) | Cold formed steel structure external wall of house structural system | |
| CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
| CN103046644B (en) | Cold-formed thin-walled steel column and beam structural system for multistoried building | |
| CN108005265A (en) | A kind of prefabricated steel reinforced concrete shear wall structure of multilayer and its preparation and construction method | |
| CN202125104U (en) | Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs | |
| CN107762161B (en) | A kind of energy-saving assembled system of steel residential structure and installation method | |
| CN108755955A (en) | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall | |
| CN106677379A (en) | Steel plate shear wall structure and construction method | |
| CN207739674U (en) | A kind of assembled Residential System of Steel-concrete Composite Structure | |
| CN108086535B (en) | An Assembled Square Steel Tube Steel Plate Concrete Composite Shear Wall | |
| CN205475877U (en) | Compound outer thermal insulation walling system of assembled self preservation temperature wallboard | |
| CN111379354A (en) | A light-weight steel mesh wall and a building body constructed therefrom | |
| CN205399657U (en) | Energy -conserving prefabricated building of light steel | |
| CN106436903B (en) | Light gauge cold-formed steel shape house interlayer strengthening part | |
| CN205329970U (en) | Precast concrete wallboard and wall panel structure system of dark frame in area of structure thereof | |
| CN204676732U (en) | Concrete hollow or sandwiched plate lightweight steel construction assembling body of wall | |
| CN108547396A (en) | Assembling truss type light steel frame-bar-mat reinforcement-foamed concrete faced wall | |
| CN108643346A (en) | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame-floor connecting node | |
| CN108277904B (en) | Prefabricated sash type light steel frame-reinforced mesh-foamed concrete composite wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170918 Address after: Dingzhou City Qingfeng Zhen Yi village 073000 Hebei city of Baoding Province Applicant after: DINGZHOU AODA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Address before: 073000 North Chuang-tzu community, North City District, Baoding City, Hebei, Dingzhou Applicant before: DINGZHOU LIRUI STEEL STRUCTURE Co.,Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171027 |