CN108035433A - Prefabricated house is built and its method of construction - Google Patents
Prefabricated house is built and its method of construction Download PDFInfo
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- CN108035433A CN108035433A CN201810032986.9A CN201810032986A CN108035433A CN 108035433 A CN108035433 A CN 108035433A CN 201810032986 A CN201810032986 A CN 201810032986A CN 108035433 A CN108035433 A CN 108035433A
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title abstract description 9
- 238000009434 installation Methods 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims description 19
- 210000002435 tendon Anatomy 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000004793 Polystyrene Substances 0.000 claims description 8
- 241000221035 Santalaceae Species 0.000 claims description 8
- 235000008632 Santalum album Nutrition 0.000 claims description 8
- 229920002223 polystyrene Polymers 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 6
- 239000008397 galvanized steel Substances 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 abstract 3
- 238000010586 diagram Methods 0.000 description 21
- 238000011161 development Methods 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000004794 expanded polystyrene Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Classifications
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- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
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- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
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- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
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- 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
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
- E04C2/2885—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种房屋建筑,本发明具体涉及一种预制装配式房屋建筑及其建造方法,属于建筑技术领域。The invention relates to a house building, in particular to a prefabricated house building and a construction method thereof, which belong to the field of building technology.
背景技术Background technique
集成化房屋是指在标准化、模数化和系列化的原则下,以工业化方式生产并集成了结构、部品、设备等体系,并且现场能够实现装配化施工的建筑。随着我国经济实力的发展,加之传统建筑数量增加、土地资源逐渐匮乏、城市污染越来越严重,气候变暖以及建筑垃圾难处理等问题的加剧,集成房屋在逐渐被认可,许多开发区、房地产商、旅游景区、新农村建设、个人等都看重了这一非常有优势的产品,快速推广集成房屋已经是本世纪新材料和建筑领域的一大亮点。Integrated housing refers to a building that is industrially produced and integrated with structures, parts, equipment, etc. under the principles of standardization, modularization, and serialization, and can realize assembly construction on site. With the development of my country's economic strength, coupled with the increase in the number of traditional buildings, the gradual scarcity of land resources, the increasing pollution of cities, the aggravation of climate warming and the difficulty of handling construction waste, integrated housing is gradually being recognized, and many development zones, Real estate developers, tourist attractions, new rural construction, and individuals all value this very advantageous product. The rapid promotion of integrated housing has become a highlight in the field of new materials and construction in this century.
低层集成化住宅非常适合在环境多变的情况下进行建设,适应能力强,作为救灾安置房来说,目前国内灾后重建急需抗震性能好、安装速度快、生活舒适度高的住宅,而低层集成化住宅恰恰能满足这一需求,依靠先进的设计、加工、制造和安装技术,以及适中的价格与完善的房屋配套将会在灾后城镇重建发挥巨大作用。Low-rise integrated residences are very suitable for construction in changing environments and have strong adaptability. As disaster relief and resettlement housing, domestic post-disaster reconstruction urgently needs residential buildings with good earthquake resistance, fast installation speed, and high living comfort. Modern housing can just meet this demand. Relying on advanced design, processing, manufacturing and installation technologies, as well as moderate prices and complete housing facilities, it will play a huge role in post-disaster urban reconstruction.
采油、探矿、打井、军事营地、土木工程施工等需要安全、经济、快速、舒适的装配式住宅,装配式集成房屋恰能满足此需求。不久的将来,装配式房屋还将被建造用作办公楼、商店、学校、幼儿园等。Oil extraction, prospecting, well drilling, military camps, civil engineering construction, etc. require safe, economical, fast and comfortable prefabricated houses, and prefabricated integrated houses can just meet this demand. In the near future, prefabricated houses will also be built as office buildings, shops, schools, kindergartens, etc.
装配式集成房屋的发展,得到了国家政策的大力支持。The development of prefabricated integrated houses has been strongly supported by national policies.
集成房屋经过近几年的发展,标准化、模块化、便捷化都有很大的提高,但仍存在以下不足:1)现有大多数集成房屋仍分为结构系统、楼面系统、墙面系统,现场需要施工,组成各个系统的单元。装配工序复杂,工期长;2)已有的集成房屋只能使用一次,无法重复多次使用,造成资源浪费,提高成本;3)现有预制房屋,层间和墙板之间的连接方式,常采用现浇的方式实现,实现的过程中,需要支模并浇注混凝土,湿作业工程量大,安装建造效率低,安装速度慢,成本高。为了加快实现装配式产业化,需要就以上不足做出改变。After the development of integrated houses in recent years, standardization, modularization, and convenience have been greatly improved, but there are still the following deficiencies: 1) Most of the existing integrated houses are still divided into structural systems, floor systems, and wall systems , On-site construction is required to form the units of each system. The assembly process is complicated and the construction period is long; 2) The existing integrated houses can only be used once and cannot be used repeatedly, resulting in waste of resources and increasing costs; 3) The connection methods between floors and wall panels in existing prefabricated houses, It is often realized by cast-in-place method. In the process of realization, formwork and concrete need to be poured. The amount of wet work is large, the installation and construction efficiency is low, the installation speed is slow, and the cost is high. In order to accelerate the realization of prefabricated industrialization, it is necessary to make changes to the above deficiencies.
发明内容Contents of the invention
为了克服了现有技术的不足,本发明提供一种安装方便,效率高,成本低的预制装配式房屋建筑。本发明还提供了一种该预制装配式房屋建筑的建造方法。In order to overcome the deficiencies of the prior art, the present invention provides a prefabricated house building with convenient installation, high efficiency and low cost. The invention also provides a construction method of the prefabricated building.
本发明为实现上述目的,通过以下技术方案实现:In order to achieve the above object, the present invention is achieved through the following technical solutions:
一种预制装配式房屋建筑,包括底座,底座上方设有楼板或屋顶斜板构成的屋顶板,底座与屋顶板之间为墙板,底座、墙板和屋顶板围成一个封闭空间,封闭空间通过楼板及梁分割一层以上住宅空间,墙板上根据需要设有门和窗户,屋顶板与墙板、楼板与梁、楼板与墙板以及底座与墙板之间均为可拆卸连接,墙板一侧或两侧设有凹槽,凹槽使相邻墙板之间形成灌浆带,相邻墙板之间通过墙墙连接件连接为一体,墙墙连接件包括两个胡子筋,两个胡子筋分别与两个相邻墙板连接,插筋贯穿两个胡子筋。A prefabricated house building, including a base, a roof slab composed of a floor slab or a roof sloping plate is arranged above the base, a wall panel is formed between the base and the roof slab, and a closed space is formed by the base, the wall slab and the roof slab. The residential space above one floor is divided by floor slabs and beams. Doors and windows are provided on the wall panels as required. Roof slabs and wall panels, floor slabs and beams, floor slabs and wall panels, and bases and wall panels are all detachable connections. There are grooves on one side or both sides of the board, the grooves form a grouting belt between adjacent wall boards, and the adjacent wall boards are connected as a whole through wall-wall connectors. Each mustache tendon is respectively connected with two adjacent wallboards, and the insertion tendon runs through the two mustache tendons.
上述预制装配式房屋建筑基础上,底座与墙板通过墙底连接组件连接,墙底连接组件第一种结构包括三个以上预埋在底座上的底座套筒和三个以上预埋在墙板底部的竖向套筒,墙板对应竖向套筒上方设有安装槽, 底座套筒与竖向套筒通过螺栓连接,并灌浆;墙底连接组件第二种结构为三个以上预埋在底座上的底座套筒和三个以上预埋在墙板底部的灌浆套筒, 底座套筒与灌浆套筒通过螺栓连接,并灌浆;墙底连接组件第三种On the basis of the above-mentioned prefabricated house construction, the base and the wall panels are connected through the wall bottom connection components. For the vertical sleeve at the bottom, there is an installation groove above the vertical sleeve corresponding to the wall plate, and the base sleeve and the vertical sleeve are connected by bolts and grouted; the second structure of the wall bottom connection component is more than three pre-buried in The base sleeve on the base and more than three grouting sleeves pre-buried at the bottom of the wallboard, the base sleeve and the grouting sleeve are connected by bolts and grouted; the third type of wall bottom connection assembly
结构为三个以上均布在底座上的L型卡件和三个以上横向设置在墙板底部的横向套筒,L型卡件的竖直部分与横向套筒通过螺栓连接。The structure is more than three L-shaped clips evenly distributed on the base and more than three horizontal sleeves arranged horizontally at the bottom of the wallboard, the vertical part of the L-shaped clips is connected with the horizontal sleeve by bolts.
上述预制装配式房屋建筑基础上,楼板与墙板通过墙顶连接组件连接,连接组件包括三个以上预埋在墙板上的竖向套筒;墙顶连接组件第一种结构包括三个以上预埋在底层住宅空间墙板上端的套筒I和三个以上预埋上层住宅空间墙板底部的套筒II,套筒I和套筒II通过螺栓连接,并灌浆,其中螺栓穿过楼板;墙顶连接组件第二种结构包括三个以上预埋在底层住宅空间墙板上端的连接套筒和三个以上预埋上层住宅空间墙板底部的灌浆套筒,连接套筒和灌浆套筒通过螺栓连接,并灌浆,其中螺栓穿过楼板。On the basis of the above-mentioned prefabricated house construction, the floor slab and the wall panel are connected through the wall top connection assembly, and the connection assembly includes more than three vertical sleeves pre-embedded on the wall panel; the first structure of the wall top connection assembly includes more than three Sleeve I pre-buried on the top of the wallboard of the ground floor residential space and more than three sleeves II embedded in the bottom of the wallboard of the upper residential space, the sleeve I and the sleeve II are connected by bolts and grouted, wherein the bolts pass through the floor slab; The second structure of the top wall connection assembly includes more than three connecting sleeves pre-embedded on the top of the wall panel in the ground floor residential space and more than three grouting sleeves pre-embedded at the bottom of the wall panel in the upper residential space. The connecting sleeve and the grouting sleeve pass through Bolted, and grouted, where the bolts go through the slab.
上述预制装配式房屋建筑基础上,墙板包括普通板、转角板和加强板,墙板的上下端及侧面凹槽内设有预埋件,转角板设置在基础的拐角处,加强板设置在梁下方,转角板包括相互连接成90°的第一板体和第二板体,加强板包括设置在板体内的加强型钢。On the basis of the above-mentioned prefabricated house building, the wall panels include ordinary panels, corner panels and reinforcement panels. The upper and lower ends of the wall panels and the side grooves are provided with embedded parts. Below the beam, the corner plate includes a first plate body and a second plate body connected to each other at 90°, and the reinforcement plate includes reinforced steel disposed in the plate body.
上述预制装配式房屋建筑基础上,墙板包括由内向外依次设置的聚苯板、钢丝网架和混凝土板,混凝土板左右两侧和/或上下两侧设预埋件,聚苯板为EPS聚苯板,钢丝网架为镀锌钢材,由横向和纵向钢筋焊接,混凝土板由自密实混凝土浇筑,预埋件为镀锌钢材。On the basis of the above-mentioned prefabricated housing construction, the wall panels include polystyrene panels, steel wire grids and concrete panels arranged sequentially from the inside to the outside. Polystyrene board, steel wire mesh frame is galvanized steel, welded by horizontal and vertical steel bars, concrete slab is poured from self-compacting concrete, embedded parts are galvanized steel.
上述预制装配式房屋建筑基础上,楼板与梁相接触的侧边为斜面,横截面为上短下长的梯形结构, 前后两边预埋有墙板连接件。On the basis of the above-mentioned prefabricated house building, the side where the floor slab contacts the beam is an inclined plane, the cross section is a trapezoidal structure with a short top and a long bottom, and wall panel connectors are pre-embedded on the front and rear sides.
上述任意一预制装配式房屋建筑基础上,屋顶板为屋顶斜板,屋顶斜板底面设有屋架,所述的屋架外侧设有山墙板,屋架之间设置有檀条,屋架与外墙板、檩条与山墙板以及屋架与檩条采用L形连接件,L形连接件中间设有加强肋。On the basis of any one of the prefabricated houses mentioned above, the roof slab is a sloping roof slab, the bottom of the sloping roof slab is provided with a roof truss, the outer side of the roof truss is provided with a gable board, and sandalwood strips are arranged between the roof trusses, and the roof truss and the outer wall panels, Purlins and gable boards and roof trusses and purlins use L-shaped connectors, and reinforcing ribs are arranged in the middle of the L-shaped connectors.
一种所述预制装配式房屋建筑的建造方法,包括如下步骤:A construction method of the prefabricated house building, comprising the steps of:
a、先将底座3装到预定位置水平固定;a. Install the base 3 to the predetermined position and fix it horizontally;
b、底座与墙板连接b. The base is connected to the wall panel
b1、在底座套筒上紧固螺栓,取墙板,将墙板下端的竖向套筒对准底座3上底座套筒,灌浆并拧紧螺帽,用辅助撑杆支撑墙板使其保持临时稳定;b1. Tighten the bolts on the base sleeve, take the wallboard, align the vertical sleeve at the lower end of the wallboard with the base sleeve on the base 3, grout and tighten the nuts, and support the wallboard with auxiliary struts to keep it temporary Stablize;
b2、取墙板,将墙板下端的向套筒对准底座上的L型卡件,并用螺栓连接,用辅助撑杆支撑墙板使其保持临时稳定;b2. Take the wallboard, align the facing sleeve at the lower end of the wallboard with the L-shaped clip on the base, connect them with bolts, and support the wallboard with auxiliary struts to keep it temporarily stable;
c、墙板连接c. Wall panel connection
c1、通过墙墙连接结构将相邻两墙板连接,墙墙连接结构采用胡子筋和插筋配合卡接,再灌注混凝土的方式连接;c1. Connect two adjacent wall panels through the wall-to-wall connection structure. The wall-to-wall connection structure is connected by beard bars and insert bars, and then poured into concrete;
c2、转角处采用丁字型连接时,先在其中一张墙板的连接套筒内紧固螺栓,穿过另一张墙板的横向套筒,在另一侧拧紧螺帽;c2. When the T-shaped connection is used at the corner, fasten the bolts in the connecting sleeve of one of the wall panels first, pass through the horizontal sleeve of the other wall panel, and tighten the nut on the other side;
d、在墙板上方套筒内紧固螺栓,O 在加强板上端对应套筒处安装梁,铺放楼板,螺栓穿过楼板连接楼板和墙板上的套筒,在套筒内以及梁连接处灌注混凝土,并拧紧螺母;d. Fasten the bolts in the sleeve above the wall plate, O install the beam at the corresponding sleeve on the top of the reinforcement plate, lay the floor, the bolt passes through the floor to connect the sleeve on the floor and the wall plate, and connects the beam in the sleeve Pour concrete and tighten the nuts;
f、墙板与山墙板连接f. Connection between wall panels and gable panels
f1、在外墙上方套筒内紧固螺栓,安装山墙板,将山墙板底梁安装孔与墙板上端预埋套筒对应,螺栓连接;f1. Fasten the bolts in the sleeve above the outer wall, install the gable board, match the installation hole of the bottom beam of the gable board with the pre-embedded sleeve at the top of the wall board, and connect them with bolts;
f2、在外墙上方套筒内紧固螺栓,安装山墙板,将山墙板底梁处灌浆套筒与墙板上端预埋套筒对应,灌注混凝土,并拧紧螺母;f2. Tighten the bolts in the sleeve above the outer wall, install the gable board, match the grouting sleeve at the bottom beam of the gable board with the pre-embedded sleeve at the top of the wall board, pour concrete, and tighten the nuts;
g、安装屋架,通过L形连接件与墙板连接;g. Install the roof truss and connect it to the wall panel through the L-shaped connector;
h、安装檩条,通过L形连接件将檩条与屋架、檩条与山墙板进行连接;h. Install purlins, connect purlins to roof trusses, purlins and gable panels through L-shaped connectors;
I、铺设屋面板。I. Lay roof panels.
本发明的优点在于:The advantages of the present invention are:
1.墙板设置加强板,楼板之间设置梁,此结构暗梁暗柱,充分利用板材的高强度特性,保证结构的安全性能和抗震性能,不再划分结构系统、楼面系统、墙面系统,可直接施工,无需组装;1. The wall boards are provided with reinforcement boards, and the beams are provided between the floor boards. This structure has hidden beams and hidden columns, making full use of the high-strength properties of the boards to ensure the safety performance and seismic performance of the structure. It is no longer divided into structural systems, floor systems, and walls. The system can be directly constructed without assembly;
2.两张板上的胡子筋采用椭圆形设计,防止在插入固定钢筋时无法找准位置,拼板完成后采用高强度水泥灌浆料填实,从而提高结构安全性能;2. The beard bars on the two boards are designed in an elliptical shape to prevent the inability to find the correct position when inserting the fixed steel bars. After the panel is completed, high-strength cement grouting is used to fill it, thereby improving the structural safety performance;
3.现场干法作业,大大降低了现场手工作业的强度,采用的施工机械化程度较高,施工工序管理先进;受季节气候的影响小,湿地作业少、工期短;3. On-site dry operation greatly reduces the intensity of on-site manual work, adopts a higher degree of construction mechanization, and advanced construction process management; less affected by seasonal climate, less wetland operations, and short construction period;
4.房屋热工性能好,对比传统房屋,建筑节能75%以上,能有效避免“冬天结露”、“夏天返潮”,确保室内冬暖夏凉;4. The thermal performance of the house is good. Compared with traditional houses, the building can save energy by more than 75%, which can effectively avoid "winter condensation" and "summer return to moisture", ensuring that the interior is warm in winter and cool in summer;
5.集成房屋所用的建材大部分可回收利用降解、造价低、绿色环保;改建和拆迁容易,可二次利用。5. Most of the building materials used in integrated houses can be recycled and degraded, with low cost and environmental protection; it is easy to rebuild and demolish, and can be reused.
附图说明Description of drawings
附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the description, and are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention.
图中:图1为本发明的立体结构示意图;Among the figures: Fig. 1 is a schematic diagram of the three-dimensional structure of the present invention;
图2为本发明的底座结构示意图;Fig. 2 is a schematic diagram of the base structure of the present invention;
图3为底座与墙板安装示意图;Figure 3 is a schematic diagram of the installation of the base and the wall panel;
图4为墙板连接处插筋灌浆示意图;Figure 4 is a schematic diagram of the grouting of the wallboard joints;
图5为安装梁的示意图;Fig. 5 is the schematic diagram of installing beam;
图6为安装楼板的示意图;Fig. 6 is the schematic diagram of installing floor;
图7梁接缝处示意图;Figure 7 Schematic diagram of beam joints;
图8为安装上层住宅的示意图;Fig. 8 is the schematic diagram of installing the upper house;
图9为安装檀条、屋架和山墙板结构示意图;Fig. 9 is a structural schematic diagram of installing sandalwood bars, roof trusses and gable panels;
图10转角板第一种结构示意图;Figure 10 The first structure schematic diagram of the corner plate;
图11转角板第二种结构示意图;Figure 11 Schematic diagram of the second structure of the corner plate;
图12转角板第三种结构示意图;Figure 12 Schematic diagram of the third structure of the corner plate;
图13加强板结构示意图;Fig. 13 Schematic diagram of reinforcement plate structure;
图14楼板与墙板第一种连接示意图Figure 14 Schematic diagram of the first connection between floor and wall panels
图15楼板与墙板第二种连接示意图;Figure 15 The second connection schematic diagram of the floor slab and the wall panel;
图16两楼板连接示意图;Figure 16 Schematic diagram of the connection of two floors;
图17墙底连接组件第一种结构示意图;Figure 17 The first structural schematic diagram of the wall bottom connection assembly;
图18墙底连接组件第二种结构示意图;Figure 18 The second structural schematic diagram of the wall bottom connection assembly;
图19墙底连接组件第三种结构示意图;Fig. 19 The third structural schematic diagram of the wall-bottom connection assembly;
图20屋架与檀条连接示意图;Figure 20 schematic diagram of connection between roof truss and sandalwood bars;
图21山墙板与檀条连接示意图;Figure 21 is a schematic diagram of the connection between the gable board and the sandalwood bars;
图中1. 屋顶板,2. 墙板,21.加强板,22.转角板,23.普通板,3.底座,4. 窗户,5. 门,31. 底座套筒,6.插筋,7.梁,8.楼板,9. 槽口,10.屋架,11.山墙板,12.檀条,13.胡子筋,14.加强型钢,15.L形连接件。In the figure 1. Roof board, 2. Wall board, 21. Reinforcing board, 22. Corner board, 23. Ordinary board, 3. Base, 4. Windows, 5. Door, 31. Base sleeve, 6. Inserting ribs, 7. Beam, 8. Floor slab, 9. Notch, 10. Roof truss, 11. Gable board, 12. Sandalwood bar, 13. Beard tendon, 14. Reinforced steel, 15. L-shaped connector.
具体实施方式Detailed ways
以下结合附图对本发明的优选实施例进行说明,应当理解,此处所描述的优选实施例仅用于说明和解释本发明,并不用于限定本发明。The preferred embodiments of the present invention will be described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.
一种预制装配式房屋建筑,包括底座3,底座3的周侧围设有多个墙板2,墙板2上方设有楼板8或屋顶斜板构成的屋顶板1,底座3、墙板2和屋顶板1围成一个封闭空间,封闭空间通过楼板8及梁7分割一层以上住宅空间,墙板上根据需要设有门5和窗户4,屋顶板1与墙板2、楼板8与墙板2、墙板2与梁7以及底座3与墙板2之间均为可拆卸连接。A prefabricated house building, comprising a base 3, a plurality of wall panels 2 are arranged around the base 3, a floor slab 8 or a roof panel 1 composed of a roof sloping panel is arranged above the wall panels 2, the base 3, and wall panels 2 It forms a closed space with the roof slab 1, the closed space divides the residential space above one floor through the floor slab 8 and the beam 7, the wall panel is provided with doors 5 and windows 4 as required, the roof slab 1 and the wall slab 2, the floor slab 8 and the wall The board 2, the wall board 2 and the beam 7, and the base 3 and the wall board 2 are all detachably connected.
下面结合附图具体介绍一下各个部件及连接情况:The following is a detailed introduction of each component and its connection in combination with the attached drawings:
一、墙板21. Wall panel 2
墙板2包括由内向外依次设置的聚苯板、钢丝网架和混凝土板,聚苯板为EPS聚苯板,EPS聚苯板其材质具有保温,是由含有挥发性液体发泡剂的可发性聚苯乙烯珠粒,经加热预发后在模具中加热成型的具有微细孔结构的白色固体,钢丝网架为镀锌钢材,由横向和纵向钢筋焊接,混凝土板由自密实混凝土浇筑。Wallboard 2 includes polystyrene boards, steel wire grids and concrete boards arranged sequentially from the inside to the outside. The polystyrene boards are EPS polystyrene boards. Expanded polystyrene beads are white solids with microporous structure that are heated and formed in the mold after heating and pre-expanding. The steel wire grid is galvanized steel, welded by horizontal and vertical steel bars, and the concrete slab is poured by self-compacting concrete.
墙板2一侧或两侧设有凹槽,凹槽使相邻墙板2之间形成灌浆带,混凝土板左右两侧和/或上下两侧设预埋件,预埋件为镀锌钢材制成的套筒,套筒沿墙板2竖直方向或横向方向设置。There are grooves on one or both sides of the wall panel 2, the grooves form a grouting belt between adjacent wall panels 2, and embedded parts are provided on the left and right sides and/or upper and lower sides of the concrete slab, and the embedded parts are galvanized steel The sleeve is made, and the sleeve is arranged along the vertical direction or the transverse direction of the wallboard 2.
墙板2包括普通板23、转角板22和加强板21;转角板22设置在基础的拐角处,加强板21设置在梁7下方,转角板22包括相互连接成90°的第一板体和第二板体,第一板体和第二板体连接结构分为三种:1.一体式结构,与普通板23通过胡子筋13连接,2.通过螺栓将预埋在其中一张板体凹槽的连接套筒与另一张端侧的横向连接套筒连接,3. 其中一张板体预埋在凹槽的连接套筒与另一张板体端侧的横向连接套筒分别安装胡子筋13,通过胡子筋13连接;加强板21包括设置在板体内的加强型钢14。Wall panel 2 comprises common board 23, corner board 22 and reinforcement board 21; The second board body, the connection structure between the first board body and the second board body is divided into three types: 1. One-piece structure, connected with the ordinary board 23 through the beard tendons 13, 2. Pre-embedded in one of the board bodies by bolts The connecting sleeve of the groove is connected with the transverse connecting sleeve on the other end side. 3. The connecting sleeve embedded in the groove of one of the plates is installed separately with the transverse connecting sleeve on the end side of the other plate. The beard tendons 13 are connected through the beard tendons 13; the reinforcing plate 21 includes reinforcing steel 14 arranged in the plate body.
相邻墙板2之间通过墙墙连接件连接为一体,墙墙连接件包括两个胡子筋13,两个胡子筋13分别与两个相邻墙板2连接,插筋6贯穿两个胡子筋13,胡子筋为螺纹钢弯曲而成的椭圆形结构。Adjacent wallboards 2 are connected as a whole through wall-wall connectors. The wall-wall connectors include two beard tendons 13, and the two beard tendons 13 are respectively connected with two adjacent wallboards 2. Inserting ribs 6 run through the two beard tendons. Rib 13, beard tendon is the oval structure that rebar bends.
二、底座2. Base
底座3为混凝土结构,底座3上设置连接件,连接件有两种形式:一种预埋底座套筒31;另一种固定L型连接件。The base 3 is a concrete structure, and the base 3 is provided with connectors. The connectors have two forms: one is the pre-embedded base sleeve 31; the other is a fixed L-shaped connector.
三、底座3与墙板2连接3. The base 3 is connected to the wall panel 2
底座3与墙板2通过墙底连接组件连接,墙底连接组件第一种结构包括三个以上预埋在底座3上的底座套筒31和三个以上预埋在墙板2底部的竖向套筒,墙板2对应竖向套筒上方设有安装槽, 底座套筒31与竖向套筒通过螺栓连接,并灌浆。The base 3 and the wall panel 2 are connected through the wall bottom connection assembly. The first structure of the wall bottom connection assembly includes more than three base sleeves 31 pre-embedded on the base 3 and more than three vertical sleeves pre-embedded on the bottom of the wall panel 2 . Sleeve, wallboard 2 is provided with installation groove above the corresponding vertical sleeve, base sleeve 31 and vertical sleeve are connected by bolts, and grouted.
墙底连接组件第二种结构为三个以上预埋在底座3上的底座套筒31和三个以上预埋在墙板2底部的灌浆套筒, 底座套筒31与灌浆套筒通过螺栓连接,并灌浆;The second structure of the wall bottom connection assembly is more than three base sleeves 31 pre-embedded on the base 3 and more than three grouting sleeves pre-embedded at the bottom of the wall panel 2, the base sleeves 31 and the grouting sleeves are connected by bolts , and grouting;
墙底连接组件第三种结构为三个以上均布在底座3上的L型卡件和三个以上横向设置在墙板2底部的横向套筒,L型卡件的竖直部分与横向套筒通过螺栓连接。The third structure of the wall bottom connection assembly is more than three L-shaped clips evenly distributed on the base 3 and more than three horizontal sleeves arranged horizontally at the bottom of the wall panel 2. The vertical part of the L-shaped clip is connected to the horizontal sleeve. The barrels are connected by bolts.
四、楼板8与墙板2连接Fourth, the floor 8 is connected to the wall 2
楼板8与墙板2通过墙顶连接组件连接,墙顶连接组件第一种结构包括三个以上预埋在底层住宅空间墙板2上端的套筒I和三个以上预埋上层住宅空间墙板2底部的套筒II,套筒I和套筒II通过螺栓连接,并灌浆,其中螺栓穿过楼板8。The floor slab 8 is connected to the wall panel 2 through the wall top connection assembly, and the first structure of the wall top connection assembly includes more than three sleeves I pre-embedded on the upper end of the wall panel 2 in the ground floor residential space and more than three pre-embedded upper residential space wall panels 2 Sleeve II at the bottom, Sleeve I and Sleeve II are connected by bolts and grouted, wherein the bolts pass through the floor 8.
墙顶连接组件第二种结构包括三个以上预埋在底层住宅空间墙板2上端的连接套筒和三个以上预埋上层住宅空间墙板2底部的灌浆套筒,连接套筒和灌浆套筒通过螺栓连接,并灌浆,其中螺栓穿过楼板8。The second structure of the top wall connection assembly includes more than three connecting sleeves pre-embedded on the upper end of the wall panel 2 in the ground floor residential space and more than three grouting sleeves pre-embedded at the bottom of the wall panel 2 in the upper residential space, the connecting sleeve and the grouting sleeve The barrels are bolted and grouted, with the bolts passing through the slab 8 .
五、楼板8Five, floor 8
楼板8与梁7相接触的侧边为斜面,横截面为上短下长的梯形结构, 前后两边预埋有墙板2连接件,本实施例中梁7为工字梁,楼板之间通过进行梁7连接,楼板底边搭接在梁7下翼缘,并在两楼板侧边形成槽口9处灌浆。The side of the floor 8 in contact with the beam 7 is a slope, and the cross section is a trapezoidal structure with a short top and a long bottom. The front and rear sides are pre-embedded with wall panels 2 connectors. The beam 7 in this embodiment is an I-beam. The beam 7 is connected, the bottom edge of the floor slab is lapped on the lower flange of the beam 7, and 9 notches are formed on the sides of the two floor slabs for grouting.
六、屋顶板16. Roof panels 1
屋顶板1为屋顶斜板,屋顶斜板底面设有屋架10,屋架10外侧设有山墙板11,屋架10之间以及山墙板11与屋架10之间设有墙顶连接结构,墙顶连接结构为L形连接件15,L形连接件15中间设有加强肋。The roof plate 1 is a sloping roof plate, the bottom surface of the roof sloping plate is provided with a roof truss 10, the outer side of the roof truss 10 is provided with a gable plate 11, and a wall top connection structure is provided between the roof trusses 10 and between the gable plate 11 and the roof truss 10, and the wall top connection structure It is an L-shaped connecting piece 15, and a reinforcing rib is arranged in the middle of the L-shaped connecting piece 15.
一种预制装配式房屋建筑的建造方法,包括如下步骤:A method for building a prefabricated house, comprising the steps of:
b、先将底座3装到预定位置水平固定;b. Install the base 3 to the predetermined position and fix it horizontally;
b、底座与墙板2连接b. The base is connected to the wall panel 2
b1、在底座套筒31上紧固螺栓,取墙板2,将墙板2下端的竖向套筒对准底座3上底座套筒31,灌浆并拧紧螺帽,用辅助撑杆支撑墙板2使其保持临时稳定;b1. Tighten the bolts on the base sleeve 31, take the wallboard 2, align the vertical sleeve at the lower end of the wallboard 2 with the base sleeve 31 on the base 3, grout and tighten the nuts, and support the wallboard with an auxiliary support rod 2 to keep it temporarily stable;
b2、取墙板2,将墙板2下端的向套筒对准底座3上的L型卡件,并用螺栓连接,用辅助撑杆支撑墙板2使其保持临时稳定;b2. Take the wallboard 2, align the facing sleeve at the lower end of the wallboard 2 with the L-shaped clip on the base 3, connect them with bolts, and support the wallboard 2 with auxiliary struts to keep it temporarily stable;
c、墙板2连接c. Wall panel 2 connection
c1、通过墙墙连接结构将相邻两墙板2连接,墙墙连接结构采用胡子筋13和插筋6配合卡接,再灌注混凝土的方式连接;c1. Connect two adjacent wall panels 2 through the wall-to-wall connection structure. The wall-to-wall connection structure is connected by means of beard bars 13 and insert bars 6, and then poured into concrete;
c2、转角处采用丁字型连接时,先在其中一张墙板2的连接套筒内紧固螺栓,穿过另一张墙板2的横向套筒,在另一侧拧紧螺帽;c2. When the T-shaped connection is used at the corner, fasten the bolts in the connecting sleeve of one of the wall panels 2, pass through the horizontal sleeve of the other wall panel 2, and tighten the nut on the other side;
d、在墙板2上方套筒内紧固螺栓,在加强板21上端对应套筒处安装梁7,铺放楼板8,螺栓穿过楼板8并连接楼板8和墙板2上的套筒,在套筒内以及梁7连接处灌注混凝土,并拧紧螺母;d. Tighten the bolts in the sleeve above the wall plate 2, install the beam 7 at the corresponding sleeve on the upper end of the reinforcement plate 21, lay the floor 8, the bolts pass through the floor 8 and connect the sleeve on the floor 8 and the wall 2, Concrete is poured in the sleeve and at the junction of the beam 7, and the nuts are tightened;
f、墙板2与山墙板11连接f. The wall panel 2 is connected with the gable panel 11
f1、在外墙上方套筒内紧固螺栓,安装山墙板11,将山墙板11的底梁安装孔与墙板2上端预埋套筒对应,螺栓连接;f1. Fasten the bolts in the sleeve above the outer wall, install the gable board 11, connect the bottom beam installation hole of the gable board 11 with the pre-embedded sleeve at the upper end of the wall board 2, and connect them with bolts;
f2、在外墙上方套筒内紧固螺栓,安装山墙板11,将山墙板的底梁处灌浆套筒与墙板2上端预埋套筒对应,灌注混凝土,并拧紧螺母;f2. Fasten the bolts in the sleeve above the outer wall, install the gable board 11, match the grouting sleeve at the bottom beam of the gable board to the pre-embedded sleeve at the upper end of the wall board 2, pour concrete, and tighten the nuts;
g、安装屋架10,通过L形连接件15与墙板2连接;g, install the roof truss 10, and connect it with the wall panel 2 through the L-shaped connector 15;
h、安装檩条,通过L形连接件15将檀条12与屋架10、檀条12与山墙板11进行连接;h, install the purlin, connect the sandalwood bar 12 with the roof truss 10, sandalwood bar 12 and the gable board 11 through the L-shaped connector 15;
I、铺设屋面板。I. Lay roof panels.
最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that: the above is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, it still The technical solutions recorded in the foregoing embodiments may be modified, or some technical features thereof may be equivalently replaced. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN108797806A (en) * | 2018-06-22 | 2018-11-13 | 江苏建筑职业技术学院 | A new general-purpose, prefabricated building space unit construction system |
| CN108824648A (en) * | 2018-06-13 | 2018-11-16 | 北京乡墅科技有限公司 | Space module house |
| CN109680795A (en) * | 2019-03-01 | 2019-04-26 | 廖政峰 | A kind of quick assembled type building system and method |
| CN109707034A (en) * | 2018-12-28 | 2019-05-03 | 周兴和 | Prefabricated buildings and its building method |
| CN110005063A (en) * | 2019-04-18 | 2019-07-12 | 浙江宝业现代建筑工业化制造有限公司 | A dry-connected low-rise prefabricated building structural system |
| CN110093975A (en) * | 2019-05-31 | 2019-08-06 | 广西理工职业技术学校 | A kind of rural area assembled-type house |
| CN110273561A (en) * | 2019-04-26 | 2019-09-24 | 福建省建筑设计研究院有限公司 | Assembled public lavatory and its installation method |
| CN110295668A (en) * | 2019-06-19 | 2019-10-01 | 郑州东方钢结构装饰有限公司 | Low layer assembled steel concrete structural construction and its construction method |
| CN110984359A (en) * | 2019-07-25 | 2020-04-10 | 河北工程大学 | A low-rise prefabricated building structure |
| CN111364608A (en) * | 2020-04-24 | 2020-07-03 | 山东科技大学 | Fully-prefabricated mixed load-bearing house and construction method |
| CN111561054A (en) * | 2020-06-17 | 2020-08-21 | 湖南工水十环保科技有限公司 | Frame body assembly type building capable of being completely disassembled and assembled for reuse |
| WO2020232858A1 (en) * | 2019-05-20 | 2020-11-26 | 中建钢构有限公司 | Prefabricated steel structure building and construction process therefor |
| CN112031267A (en) * | 2020-08-05 | 2020-12-04 | 山东圆梦绿色建筑科技有限公司 | Assembled composite outer wall enclosure system with good heat insulation effect |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN113047425A (en) * | 2021-03-30 | 2021-06-29 | 史琼 | Rapid prototyping gelled material building structure |
| WO2021237275A1 (en) * | 2020-05-27 | 2021-12-02 | Nxt Building System Pty Ltd | A building system for erecting a building structure |
| CN114411938A (en) * | 2021-12-31 | 2022-04-29 | 苏州贝润建筑设计有限公司 | Assembly type green building structure and construction method thereof |
| CN114568313A (en) * | 2020-12-02 | 2022-06-03 | 河南辰园畜牧工程有限公司 | Assembled pigsty and assembling method |
| CN115354756A (en) * | 2022-08-15 | 2022-11-18 | 天恩建设集团有限公司 | Assembled steel structure and assembled building |
| CN115467563A (en) * | 2022-10-17 | 2022-12-13 | 绿可集成房屋(苏州)有限公司 | Assembly type kitchen and toilet room and assembly method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108797790A (en) * | 2018-05-31 | 2018-11-13 | 河北卓达建材研究院有限公司 | A kind of plug-in type assembly worker-house and construction process |
| CN108824648A (en) * | 2018-06-13 | 2018-11-16 | 北京乡墅科技有限公司 | Space module house |
| CN108797806A (en) * | 2018-06-22 | 2018-11-13 | 江苏建筑职业技术学院 | A new general-purpose, prefabricated building space unit construction system |
| CN109707034A (en) * | 2018-12-28 | 2019-05-03 | 周兴和 | Prefabricated buildings and its building method |
| CN109707034B (en) * | 2018-12-28 | 2020-08-07 | 周兴和 | Prefabricated house and building method thereof |
| CN109680795A (en) * | 2019-03-01 | 2019-04-26 | 廖政峰 | A kind of quick assembled type building system and method |
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| WO2020232858A1 (en) * | 2019-05-20 | 2020-11-26 | 中建钢构有限公司 | Prefabricated steel structure building and construction process therefor |
| CN110093975A (en) * | 2019-05-31 | 2019-08-06 | 广西理工职业技术学校 | A kind of rural area assembled-type house |
| CN110295668A (en) * | 2019-06-19 | 2019-10-01 | 郑州东方钢结构装饰有限公司 | Low layer assembled steel concrete structural construction and its construction method |
| CN110295668B (en) * | 2019-06-19 | 2023-12-15 | 郑州东方钢结构装饰有限公司 | Low-rise assembled steel concrete structure building and construction method thereof |
| CN110984359A (en) * | 2019-07-25 | 2020-04-10 | 河北工程大学 | A low-rise prefabricated building structure |
| CN111364608A (en) * | 2020-04-24 | 2020-07-03 | 山东科技大学 | Fully-prefabricated mixed load-bearing house and construction method |
| CN111364608B (en) * | 2020-04-24 | 2025-03-07 | 山东科技大学 | Fully prefabricated mixed load-bearing house and construction method |
| WO2021237275A1 (en) * | 2020-05-27 | 2021-12-02 | Nxt Building System Pty Ltd | A building system for erecting a building structure |
| CN111561054A (en) * | 2020-06-17 | 2020-08-21 | 湖南工水十环保科技有限公司 | Frame body assembly type building capable of being completely disassembled and assembled for reuse |
| CN112031267A (en) * | 2020-08-05 | 2020-12-04 | 山东圆梦绿色建筑科技有限公司 | Assembled composite outer wall enclosure system with good heat insulation effect |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN114568313A (en) * | 2020-12-02 | 2022-06-03 | 河南辰园畜牧工程有限公司 | Assembled pigsty and assembling method |
| CN113047425A (en) * | 2021-03-30 | 2021-06-29 | 史琼 | Rapid prototyping gelled material building structure |
| CN114411938A (en) * | 2021-12-31 | 2022-04-29 | 苏州贝润建筑设计有限公司 | Assembly type green building structure and construction method thereof |
| CN114411938B (en) * | 2021-12-31 | 2024-06-04 | 苏州贝润建筑设计有限公司 | Assembled green building structure and construction method thereof |
| CN115354756A (en) * | 2022-08-15 | 2022-11-18 | 天恩建设集团有限公司 | Assembled steel structure and assembled building |
| CN115354756B (en) * | 2022-08-15 | 2024-06-04 | 天恩建设集团有限公司 | Assembled steel structure and assembled building |
| CN115467563A (en) * | 2022-10-17 | 2022-12-13 | 绿可集成房屋(苏州)有限公司 | Assembly type kitchen and toilet room and assembly method thereof |
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Application publication date: 20180515 |