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CN104060695A - Modular building and construction method thereof - Google Patents

Modular building and construction method thereof Download PDF

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Publication number
CN104060695A
CN104060695A CN201310095875.XA CN201310095875A CN104060695A CN 104060695 A CN104060695 A CN 104060695A CN 201310095875 A CN201310095875 A CN 201310095875A CN 104060695 A CN104060695 A CN 104060695A
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floor
building
modular building
modular
units
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CN201310095875.XA
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姚谷
赵建刚
陈成光
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China International Marine Containers Group Co Ltd
CIMC Modular Building Systems Holding Co Ltd
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China International Marine Containers Group Co Ltd
Guangdong Xinhui CIMC Special Transportation Equipment Co Ltd
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Priority to CN201310095875.XA priority Critical patent/CN104060695A/en
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Abstract

The invention provides a modular building and a construction method thereof. The modular building construction method comprises the following steps: prefabricating at least two modular building units and forming one floor by each building unit; prefabricating a plurality of support components, arranging the building units at an interval in a vertical direction, connecting the support components between two adjacent building units, and forming an expansion floor between the two adjacent building units. The modular building comprises at least two prefabricated modular building units, wherein one floor is formed by each building unit, the building units are arranged at the interval in the vertical direction, and the support components are connected between the two adjacent building units so as to form one expansion floor between the two adjacent building units. The modular building has the advantages of simple structure, material saving and high space utilization rate. The modular building construction method effectively reduces the steel usage quantity and reduces space waste.

Description

模块化建筑及其构建方法Modular building and its construction method

技术领域 technical field

本发明涉及建筑领域,尤其涉及一种模块化的建筑及其构建方法。 The invention relates to the construction field, in particular to a modular building and a construction method thereof.

背景技术 Background technique

模块化的建筑一般由多个类似于集装箱的模块建筑单元组合堆垛而成,每个模块化的建筑单元包括:底架、顶板、侧墙以及端板。在两个模块化单元进行堆垛时,上层模块化建筑单元的底架叠设在下层模块化建筑单元的顶板上,且上层模块化建筑单元的底架与下层模块化建筑单元的顶板留有间隙,上层模块单元的底架和下层模块单元的顶板之间是独立的。这种模块化建筑的上层模块单元的底架和下层模块单元的顶板存在功能重复,造成了材料的浪费,也浪费了空间。 A modular building is generally stacked by a plurality of modular building units similar to containers, and each modular building unit includes: a chassis, a top plate, a side wall and an end plate. When two modular units are stacked, the bottom frame of the upper modular building unit is stacked on the top plate of the lower modular building unit, and the bottom frame of the upper modular building unit and the top plate of the lower modular building unit remain The clearance is independent between the bottom frame of the upper modular unit and the top plate of the lower modular unit. The base frame of the upper module unit and the top plate of the lower module unit of this modular building have repeated functions, which causes waste of materials and space.

发明内容 Contents of the invention

本发明要解决的技术问题在于克服上述现有技术存在的不足,而提出一种模块化建筑及其构建方法,其有效减少了钢材的用量,并减少了空间的浪费。 The technical problem to be solved by the present invention is to overcome the deficiencies of the above-mentioned prior art, and propose a modular building and its construction method, which effectively reduces the amount of steel used and reduces the waste of space.

为解决上述技术问题,本发明提出一种模块化建筑的构建方法,包括如下步骤:预制至少两个模块化的建筑单元,使每个建筑单元构成一个楼层;预制多个支撑件;将各建筑单元在竖直方向上间隔排列,并将支撑件连接在相邻两个建筑单元之间,使相邻两个建筑单元之间构成一扩展楼层。 In order to solve the above-mentioned technical problems, the present invention proposes a construction method of a modular building, comprising the following steps: prefabricating at least two modular building units so that each building unit constitutes a floor; prefabricating a plurality of supports; The units are arranged at intervals in the vertical direction, and the supports are connected between two adjacent building units, so that an extended floor is formed between the two adjacent building units.

为解决上述技术问题,本发明提出一种模块化建筑,包括:至少两个预制的模块化的建筑单元,每个建筑单元构成一个楼层,各建筑单元在竖直方向上间隔排列,且相邻两个建筑单元之间连接有支撑件,以使得相邻两个建筑单元之间构成一扩展楼层。 In order to solve the above technical problems, the present invention proposes a modular building, including: at least two prefabricated modular building units, each building unit constitutes a floor, and each building unit is arranged at intervals in the vertical direction, and adjacent to each other A support member is connected between two building units, so that an extended floor is formed between two adjacent building units.

所述的模块化建筑,其中,每个建筑单元包括:两平行设置的楼板以及连接在两楼板之间的立柱。 Said modular building, wherein each building unit includes: two parallel floor plates and a column connected between the two floor plates.

所述的模块化建筑,其中,所述楼板包括:一楼板框架以及至少一铺设在所述楼板框架顶面的地板。 Said modular building, wherein said floor includes: a floor frame and at least one floor laid on the top surface of said floor frame.

所述的模块化建筑,其中,所述楼板框架包括:至少两纵向设置的纵梁以及多根横向连接在纵梁之间的横梁。 Said modular building, wherein said floor frame comprises: at least two longitudinal girders arranged longitudinally and a plurality of cross girders transversely connected between the longitudinal girders.

所述的模块化建筑,其中,所述模块化建筑还包括:多个墙体模块,所述墙体模块设置在各建筑单元的外周,和/或,设置在所述扩展楼层的外周。 The modular building, wherein, the modular building further includes: a plurality of wall modules, the wall modules are arranged on the outer periphery of each building unit, and/or, arranged on the outer periphery of the extension floor.

所述的模块化建筑,其中,所述支撑件包括:一支撑柱和分别固定在所述支撑柱两端的两连接板,所述支撑件与所述建筑单元的楼板之间通过螺栓可拆卸连接在一起,所述支撑件的连接板上设置有供螺栓穿入的连接孔,所述楼板也设置有供螺栓穿入的连接孔。 Said modular building, wherein said supporting member comprises: a supporting column and two connection plates respectively fixed at both ends of said supporting column, said supporting member is detachably connected to the floor slab of said building unit by bolts Together, the connecting plate of the support is provided with connecting holes for bolts to penetrate, and the floor plate is also provided with connecting holes for bolts to penetrate.

所述的模块化建筑,其中,所述连接孔为长圆孔。 Said modular building, wherein said connecting hole is an oblong hole.

所述的模块化建筑,其中,每个建筑单元的顶部楼板的顶面设置有用于吊装的吊环或起吊孔。 Said modular building, wherein, the top surface of the top floor of each building unit is provided with a hoisting ring or hoisting hole for hoisting.

所述的模块化建筑,其中,所述模块化建筑还包括一屋顶模块,所述屋顶模块通过支撑柱搭建在最顶层的建筑单元的顶部,屋顶模块与最顶层的建筑单元之间也构成一个扩展楼层。 The modular building, wherein, the modular building also includes a roof module, the roof module is built on the top of the topmost building unit through support columns, and a roof module and the topmost building unit also form a Extended floors.

与现有技术相比,本发明具有如下有益效果:本发明的模块化建筑的构建方法有效减少了钢材的用量,并减少了空间的浪费,本发明的模块化建筑结构简单,用料省,空间利用率高。 Compared with the prior art, the present invention has the following beneficial effects: the construction method of the modular building of the present invention effectively reduces the amount of steel used, and reduces the waste of space; the modular building of the present invention has a simple structure and low material consumption; High space utilization.

附图说明 Description of drawings

图1为模块化建筑第一实施例的的结构示意图。 Fig. 1 is a schematic structural diagram of a first embodiment of a modular building.

图2为单个建筑单元的等轴侧示意图。 Figure 2 is a schematic isometric view of a single building unit.

图3为单个建筑单元中的楼板的结构示意图。 Fig. 3 is a structural schematic diagram of a floor in a single building unit.

图4为是模块化建筑单元顶部螺栓孔示意图。 Fig. 4 is a schematic diagram of the bolt holes on the top of the modular building unit.

图5为图4中A部的放大图。 FIG. 5 is an enlarged view of part A in FIG. 4 .

图6是多层模块化建筑组合时的支撑件连接示意图。 Fig. 6 is a schematic diagram of the connection of supports when multi-storey modular buildings are assembled.

图7是图10中D部的放大图。 Fig. 7 is an enlarged view of part D in Fig. 10 .

图8是支撑件下端的结构示意图。 Fig. 8 is a schematic structural view of the lower end of the support.

图9是图12的E向示意图。 FIG. 9 is a schematic view taken along the direction E of FIG. 12 .

图10是模块化建筑单元顶部吊环示意图。 Fig. 10 is a schematic diagram of the top ring of the modular building unit.

图11是图6中B部的放大图。 Fig. 11 is an enlarged view of part B in Fig. 6 .

图12是模块化建筑单元顶部吊孔示意图。 Fig. 12 is a schematic diagram of the hanging holes on the top of the modular building unit.

图13是图8中C部的放大图。 Fig. 13 is an enlarged view of part C in Fig. 8 .

图14是模块化建筑第二实施例的结构示意图。 Fig. 14 is a schematic structural view of the second embodiment of the modular building.

具体实施方式 Detailed ways

本发明首先提供一种模块化建筑的构建方法,其包括如下步骤:预制至少两个模块化的建筑单元,使每个建筑单元构成一个楼层,建筑单元的形状不限定,只要有顶板、底板以及支撑在顶板和底板之间的支撑结构即可满足要求,顶板和底板为相同结构的板材,其形状可以为方形,也可以为圆形、三角形,甚至是不规则形状;预制多个支撑件,支撑件的结构不限定,可优选为柱状结构;将上述各建筑单元在竖直方向间隔排列,并将支撑件连接在相邻两个建筑单元之间,使相邻两个建筑单元之间构成一扩展楼层。 The present invention firstly provides a method for constructing a modular building, which includes the following steps: prefabricating at least two modular building units, so that each building unit forms a floor, and the shape of the building unit is not limited, as long as there are top boards, bottom boards and The support structure supported between the top plate and the bottom plate can meet the requirements. The top plate and the bottom plate are plates of the same structure, and their shape can be square, circular, triangular, or even irregular; multiple supports are prefabricated, The structure of the support is not limited, and it can be preferably a columnar structure; the above-mentioned building units are arranged at intervals in the vertical direction, and the support is connected between two adjacent building units, so that a structure is formed between the adjacent two building units. One extension floor.

这种模块化建筑的构建方法,充分利用了模块化建筑单元的顶板和底板结构,有效减少了钢材的用量,减少了空间的浪费。 The construction method of this modular building makes full use of the top plate and bottom plate structure of the modular building unit, which effectively reduces the amount of steel used and the waste of space.

本发明还提供一种模块化建筑,为了进一步说明该模块化建筑的原理和结构,现结合附图对本申请的优选实施例进行详细说明。 The present invention also provides a modular building. In order to further illustrate the principle and structure of the modular building, preferred embodiments of the present application will now be described in detail with reference to the accompanying drawings.

模块化建筑第一实施例The first embodiment of modular building

参阅图1,该模块化建筑包括:至少两个预制的模块化的建筑单元1以及连接在相邻两个建筑单元1之间的支撑件2,每个建筑单元1构成一个楼层,各建筑单元1在竖直方向间隔排列,支撑件2连接在相邻两个建筑单元1之间,使得相邻两个建筑单元1之间的部分构成一扩展楼层。 Referring to Fig. 1, this modular building comprises: at least two prefabricated modular building units 1 and a support member 2 connected between two adjacent building units 1, each building unit 1 constitutes a floor, and each building unit 1 are arranged at intervals in the vertical direction, and support members 2 are connected between two adjacent building units 1, so that the part between two adjacent building units 1 constitutes an extended floor.

参阅图2,本实施例中的建筑单元1为长方体结构,在其他实施例中也可为圆柱体、棱形体或其他不规则体。该长方体结构的建筑单元1包括:两平行设置的长方形的楼板11、连接在两楼板11之间的立柱12以及设置在各建筑单元外周的墙体模块。墙体模块分为两种,一种是设置在建筑单元1长度方向两端的端墙14,另一种是设置在建筑单元1宽度方向两侧的侧墙15。 Referring to Fig. 2, the building unit 1 in this embodiment is a cuboid structure, and may also be a cylinder, a prism or other irregular bodies in other embodiments. The building unit 1 of the rectangular parallelepiped structure includes: two parallel rectangular floor plates 11, a column 12 connected between the two floor plates 11, and wall modules arranged on the periphery of each building unit. There are two types of wall modules, one is the end walls 14 arranged at both ends of the building unit 1 in the length direction, and the other is the side walls 15 arranged at both sides of the building unit 1 in the width direction.

参阅图3,各楼板11均包括:一楼板框架111以及至少一铺设在楼板框架111顶面的地板112。楼板框架111包括:两平行并纵向设置的纵梁1111以及多根横向连接在两纵梁1111之间的横梁1112。地板112铺设在楼板框架111的顶面,其可通过焊接的方式固定在楼板框架111上,也可用过螺钉或螺栓等紧固件固定在楼板框架111上。 Referring to FIG. 3 , each floor 11 includes: a floor frame 111 and at least one floor 112 laid on the top surface of the floor frame 111 . The floor frame 111 includes: two parallel and longitudinal longitudinal beams 1111 and a plurality of cross beams 1112 transversely connected between the two longitudinal beams 1111 . The floor 112 is laid on the top surface of the floor frame 111, and it can be fixed on the floor frame 111 by welding, and can also be fixed on the floor frame 111 by fasteners such as screws or bolts.

需要说明的是,当建筑单元1为非长方体结构时,楼板11也不限定为长方形结构,且对应的楼板框架111的纵梁1111构造也需根据楼板11的形状而相应改变,如,当建筑单元1为半圆柱体时,楼板11可设计成半圆形,楼板框架111则包括:一构成直径的纵梁、一构成半圆周的纵梁以及连接在两纵梁之间的横梁。其他结构的楼板框架则等效变换。 It should be noted that when the building unit 1 is a non-cuboid structure, the floor 11 is not limited to a rectangular structure, and the structure of the longitudinal beams 1111 of the corresponding floor frame 111 also needs to be changed correspondingly according to the shape of the floor 11. For example, when building When the unit 1 is a semi-cylindrical, the floor 11 can be designed as a semicircle, and the floor frame 111 includes: a longitudinal beam forming a diameter, a longitudinal beam forming a semicircle and a beam connected between the two longitudinal beams. The floor frames of other structures are transformed equivalently.

参阅图4、图5、图6和图7,支撑件2与建筑单元1的楼板之间优选通过螺栓可拆卸地连接在一起。参阅图4和图5,在每个建筑单元1的顶部楼板11的上表面或底部楼板11的下表面均设置有用以供螺栓穿入的连接孔1121。参阅图6和图7,各支撑件2包括:一支撑柱21和分别固定在支撑柱21两端的两连接板22。本实施例中的连接板22为平板,其水平固定在支撑柱21的两端。连接板22的主要作用在于用以方便支撑件2与建筑单元1的楼板11相连接。在连接板22上设置有连接孔222,当支撑件2连接在两建筑单元1之间时,先将连接板22上的连接孔222与楼板11上的连接孔1121对准,然后将螺栓221穿入连接板22和楼板11的连接孔,再锁紧螺栓221,即可将支撑件2牢牢地固定在建筑单元1的楼板11上。 Referring to Fig. 4, Fig. 5, Fig. 6 and Fig. 7, the support member 2 and the floor slab of the building unit 1 are preferably detachably connected together by bolts. Referring to FIG. 4 and FIG. 5 , on the upper surface of the top floor 11 or the lower surface of the bottom floor 11 of each construction unit 1 are provided with connecting holes 1121 for bolts to penetrate. Referring to FIG. 6 and FIG. 7 , each supporting member 2 includes: a supporting column 21 and two connecting plates 22 respectively fixed at both ends of the supporting column 21 . The connecting plate 22 in this embodiment is a flat plate, which is horizontally fixed at both ends of the support column 21 . The main function of the connection plate 22 is to facilitate the connection of the support member 2 with the floor 11 of the building unit 1 . The connection plate 22 is provided with a connection hole 222. When the support member 2 is connected between the two building units 1, the connection hole 222 on the connection plate 22 is first aligned with the connection hole 1121 on the floor 11, and then the bolt 221 Penetrating through the connecting holes of the connecting plate 22 and the floor 11 , and then tightening the bolts 221 , the support member 2 can be firmly fixed on the floor 11 of the building unit 1 .

参阅图8和图9,用以与螺栓配合的楼板11上的连接孔1121或连接板22上的连接孔222的形状可以为圆形或长圆形(图中仅示出连接孔222),当连接孔1121或222的形状为圆孔时,圆孔的孔径应比螺栓221的直径略大,以用于上下层连接时的误差调整。 Referring to Fig. 8 and Fig. 9, the shape of the connection hole 1121 on the floor 11 or the connection hole 222 on the connection plate 22 used to cooperate with the bolt can be circular or oblong (only the connection hole 222 is shown in the figure), When the shape of the connecting hole 1121 or 222 is a round hole, the diameter of the round hole should be slightly larger than the diameter of the bolt 221 for error adjustment when the upper and lower layers are connected.

当在两建筑单元1之间连接支撑件2而构成扩展楼层时,还可给扩展楼层也配备上墙体模块,使墙体模块设置在扩展楼层的四周,从而使扩展楼层与建筑单元1所在楼层保持同样的外形结构。当然,在搭建某些建筑时(如,模块化看台建筑),也可将各建筑单元所在楼层和扩展楼层的墙体模块都省去,以避免遮挡视线。 When connecting supports 2 between two construction units 1 to form an extension floor, the extension floor can also be equipped with upper wall modules, so that the wall modules are arranged around the extension floor, so that the extension floor and the construction unit 1 are located. The floors maintain the same shape and structure. Certainly, when constructing some buildings (for example, the modular stand building), the wall modules on the floor where each building unit is located and the extension floor can also be omitted, so as to avoid blocking the line of sight.

参阅图10和图11,为方便模块化建筑运输和吊装,在每个建筑单元1的顶部楼板11的顶面还可设置有用于吊装的吊环1122,在每个吊环1122的位置还可设置一凹槽,使吊环1122安装在凹槽中,当吊环1122不使用时,可隐藏在凹槽内,从而保持建筑单元1顶面的平整性。 Referring to Fig. 10 and Fig. 11, in order to facilitate the transportation and hoisting of modular buildings, a hoisting ring 1122 for hoisting can also be provided on the top surface of the top floor 11 of each building unit 1, and a hoisting ring 1122 can also be set at the position of each hoisting ring 1122. The groove allows the suspension ring 1122 to be installed in the groove. When the suspension ring 1122 is not in use, it can be hidden in the groove, thereby maintaining the flatness of the top surface of the building unit 1 .

参阅图12和图13,为方便模块化建筑搭建和运输,也可在每个建筑单元1的顶部楼板11上设置用以吊装的起吊孔1123,从而方便吊具像吊装集装箱一样吊装建筑单元1。 Referring to Fig. 12 and Fig. 13, in order to facilitate the construction and transportation of modular buildings, a lifting hole 1123 for hoisting can also be provided on the top floor 11 of each building unit 1, so as to facilitate the hoisting of the building unit 1 by the spreader like a container .

模块化建筑第二实施例The second embodiment of modular building

参阅图14,本实施例的模块化建筑也包括:至少两个预制的模块化的建筑单元1′以及连接在相邻两个建筑单元之间的支撑件2。与上述实施例不同的是,本实施例的每层的建筑单元1′由四个上述实施例的建筑单元1拼接而成,且在最顶层还设置有一个屋顶模块3,用于遮雨和排水。屋顶模块3通过支撑件2搭建在最顶层的建筑单元1的顶部,屋顶模块3与最顶层的建筑单元1之间也构成一个扩展楼层。 Referring to Fig. 14, the modular building of this embodiment also includes: at least two prefabricated modular building units 1' and support members 2 connected between two adjacent building units. Different from the above-mentioned embodiment, the building unit 1' of each floor of this embodiment is spliced by four building units 1 of the above-mentioned embodiment, and a roof module 3 is also arranged on the topmost layer, which is used for sheltering from rain and drain. The roof module 3 is built on the top of the topmost building unit 1 through the support member 2 , and an extension floor is also formed between the roof module 3 and the topmost building unit 1 .

本发明的模块化建筑在运输时,支撑件2可隐藏在建筑单元1内部进行运输,从而节省装载空间,待运输至目的地后再根据设计要求进行组合搭建,组合形式灵活、多样,安装方便快捷,还有效减少了钢材的用量,并减少了空间的浪费。 When the modular building of the present invention is transported, the support 2 can be hidden inside the building unit 1 for transportation, thereby saving the loading space, and after being transported to the destination, it can be combined and built according to the design requirements. The combination forms are flexible and diverse, and the installation is convenient It is fast, and effectively reduces the amount of steel used, and reduces the waste of space.

以上仅为本发明的较佳可行实施例,并非限制本发明的保护范围,凡运用本发明说明书及附图内容所作出的等效结构变化,均包含在本发明的保护范围内。 The above are only preferred feasible embodiments of the present invention, and do not limit the protection scope of the present invention. All equivalent structural changes made by using the description and drawings of the present invention are included in the protection scope of the present invention.

Claims (10)

1.一种模块化建筑的构建方法,其特征在于,包括如下步骤: 1. A construction method of modular building, is characterized in that, comprises the steps: 预制至少两个模块化的建筑单元,使每个建筑单元构成一个楼层; Prefabrication of at least two modular building units so that each building unit constitutes a floor; 预制多个支撑件; Prefabricated multiple supports; 将各建筑单元在竖直方向上间隔排列,并将支撑件连接在相邻两个建筑单元之间,使相邻两个建筑单元之间构成一扩展楼层。 The building units are arranged at intervals in the vertical direction, and the support members are connected between two adjacent building units, so that an extended floor is formed between the two adjacent building units. 2.一种模块化建筑,包括:至少两个预制的模块化的建筑单元,每个建筑单元构成一个楼层,其特征在于,各建筑单元在竖直方向上间隔排列,且相邻两个建筑单元之间连接有支撑件,以使得相邻两个建筑单元之间构成一扩展楼层。 2. A modular building, comprising: at least two prefabricated modular building units, each building unit forming a floor, characterized in that each building unit is arranged vertically at intervals, and two adjacent buildings Supports are connected between the units, so that an extended floor is formed between two adjacent building units. 3.如权利要求2所述的模块化建筑,其特征在于,每个建筑单元包括:两平行设置的楼板以及连接在两楼板之间的立柱。 3. The modular building according to claim 2, wherein each building unit comprises: two parallel floor slabs and a column connected between the two floor slabs. 4.如权利要求3所述的模块化建筑,其特征在于,所述楼板包括:一楼板框架以及至少一铺设在所述楼板框架顶面的地板。 4. The modular building according to claim 3, wherein the floor slab comprises: a floor slab frame and at least one floor laid on the top surface of the floor slab frame. 5.如权利要求4所述的模块化建筑,其特征在于,所述楼板框架包括:至少两纵向设置的纵梁以及多根横向连接在纵梁之间的横梁。 5. The modular building according to claim 4, wherein the floor frame comprises: at least two longitudinal beams arranged longitudinally and a plurality of cross beams transversely connected between the longitudinal beams. 6.如权利要求2所述的模块化建筑,其特征在于,所述模块化建筑还包括:多个墙体模块,所述墙体模块设置在各建筑单元的外周,和/或,设置在所述扩展楼层的外周。 6. The modular building according to claim 2, characterized in that, the modular building further comprises: a plurality of wall modules, the wall modules are arranged on the periphery of each building unit, and/or, arranged on The perimeter of the extension floor. 7.如权利要求2所述的模块化建筑,其特征在于,所述支撑件包括:一支撑柱和分别固定在所述支撑柱两端的两连接板,所述支撑件与所述建筑单元的楼板之间通过螺栓可拆卸连接在一起,所述支撑件的连接板上设置有供螺栓穿入的连接孔,所述楼板也设置有供螺栓穿入的连接孔。 7. The modular building according to claim 2, wherein the support member comprises: a support column and two connecting plates respectively fixed at the two ends of the support column, the support member and the building unit The floors are detachably connected together by bolts, the connecting plate of the support is provided with connection holes for the bolts to penetrate, and the floor is also provided with connection holes for the bolts to penetrate. 8.如权利要求7所述的模块化建筑,其特征在于,所述连接孔为长圆孔。 8. The modular building according to claim 7, wherein the connection holes are oblong holes. 9.如权利要求2所述的模块化建筑,其特征在于,每个建筑单元的顶部楼板的顶面设置有用于吊装的吊环或起吊孔。 9. The modular building according to claim 2, characterized in that, the top surface of the top floor of each building unit is provided with a hoisting ring or a hoisting hole for hoisting. 10.如权利要求2所述的模块化建筑,其特征在于,所述模块化建筑还包括一屋顶模块,所述屋顶模块通过支撑柱搭建在最顶层的建筑单元的顶部,屋顶模块与最顶层的建筑单元之间也构成一个扩展楼层。 10. The modular building according to claim 2, characterized in that, the modular building also includes a roof module, the roof module is built on the top of the topmost building unit through support columns, and the roof module and the topmost layer The building units also constitute an extension floor.
CN201310095875.XA 2013-03-22 2013-03-22 Modular building and construction method thereof Pending CN104060695A (en)

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CN104863261A (en) * 2015-05-13 2015-08-26 韩凯 Installation method of modular mobile house
CN107806183A (en) * 2012-07-11 2018-03-16 1空间私人有限公司 Modular architectural unit
CN108330969A (en) * 2018-03-30 2018-07-27 广州大学 A kind of modular architectural
CN109281406A (en) * 2018-09-26 2019-01-29 广东省建筑设计研究院 A staggered modular building structure and construction method thereof
RU189896U1 (en) * 2019-04-15 2019-06-07 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" BUILDING MODULE FOR BUILDING BUILDINGS
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CN113136940A (en) * 2020-01-17 2021-07-20 杨东佐 Prefabricated building unit, assembly type building with roof and construction method
CN113530314A (en) * 2021-07-22 2021-10-22 华为技术有限公司 Prefabricated module unit and data center
CN114630944A (en) * 2019-08-23 2022-06-14 C·I·维 Land and water molded multi-part polymeric structural plastic building assembly system
CN115506636A (en) * 2021-11-30 2022-12-23 青岛特锐德电气股份有限公司 Modular prefabricated cabin for substation and substation
CN116776450A (en) * 2023-07-21 2023-09-19 重庆大学溧阳智慧城市研究院 Modularized building assembly simulation method

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CN107806183A (en) * 2012-07-11 2018-03-16 1空间私人有限公司 Modular architectural unit
CN104869782A (en) * 2015-04-03 2015-08-26 北京航天自动控制研究所 Electronic device layered architecture used for small missile control equipment
CN104869782B (en) * 2015-04-03 2017-12-19 北京航天自动控制研究所 A kind of electronic device laminar framework for miniature missile control device
CN104863261A (en) * 2015-05-13 2015-08-26 韩凯 Installation method of modular mobile house
CN108330969A (en) * 2018-03-30 2018-07-27 广州大学 A kind of modular architectural
CN109281406A (en) * 2018-09-26 2019-01-29 广东省建筑设计研究院 A staggered modular building structure and construction method thereof
CN109281406B (en) * 2018-09-26 2023-09-22 广东省建筑设计研究院 A staggered modular building structure and its construction method
RU189896U1 (en) * 2019-04-15 2019-06-07 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" BUILDING MODULE FOR BUILDING BUILDINGS
RU189897U1 (en) * 2019-04-15 2019-06-07 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" BUILDING MODULE FOR BUILDING BUILDINGS
CN114630944A (en) * 2019-08-23 2022-06-14 C·I·维 Land and water molded multi-part polymeric structural plastic building assembly system
CN110847635B (en) * 2019-12-06 2021-10-08 天鸿瑞景集团有限公司 Modular building and auxiliary device thereof
CN110847635A (en) * 2019-12-06 2020-02-28 四川天鸿瑞景建设工程有限公司 Modular building and auxiliary device thereof
CN113136940A (en) * 2020-01-17 2021-07-20 杨东佐 Prefabricated building unit, assembly type building with roof and construction method
CN113530314A (en) * 2021-07-22 2021-10-22 华为技术有限公司 Prefabricated module unit and data center
CN115506636A (en) * 2021-11-30 2022-12-23 青岛特锐德电气股份有限公司 Modular prefabricated cabin for substation and substation
CN116776450A (en) * 2023-07-21 2023-09-19 重庆大学溧阳智慧城市研究院 Modularized building assembly simulation method

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