CN205421547U - Module building system is assembled to low layer - Google Patents

Module building system is assembled to low layer Download PDF

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Publication number
CN205421547U
CN205421547U CN201521038500.0U CN201521038500U CN205421547U CN 205421547 U CN205421547 U CN 205421547U CN 201521038500 U CN201521038500 U CN 201521038500U CN 205421547 U CN205421547 U CN 205421547U
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module
floor
corner
modules
building system
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杨晓杰
陆晔
曹珂
孙建运
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China State Construction Engineering Corp Ltd CSCEC
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China State Construction Engineering Corp Ltd CSCEC
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Abstract

本实用新型公开了一种低层拼装模块建筑体系,其包括:角柱模块、楼板模块、墙体模块、花篮螺栓支撑;楼板模块包括端梁、侧梁、次梁、防水角钢、连接角件、钢筋混凝土组合楼板及吊顶;所述端梁和侧梁以连接角件构成矩形框架,所述次梁的两端分别与两个侧梁固定连接;多个楼板模块之间相互连接,构成建筑物某一层的楼板;角柱模块与楼板模块的连接角件通过螺栓连接;角柱模块与楼板模块围成的空间用于安装墙体模块;花篮螺栓支撑安装在墙体模块内,起到承受水平力的作用,并加大结构侧向刚度。本实用新型建筑体系施工进度快,提高了建筑效率,并避免了资源浪费、环境污染。

The utility model discloses a low-rise assembled modular building system, which comprises: corner column modules, floor modules, wall modules, flower basket bolt supports; the floor modules include end beams, side beams, secondary beams, waterproof angle steel, connecting angle pieces, and steel bars Concrete composite floors and suspended ceilings; the end beams and side beams form a rectangular frame with corner fittings, and the two ends of the secondary beams are fixedly connected to the two side beams; multiple floor modules are connected to each other to form a building. The floor on the first floor; the connecting corner pieces between the corner column module and the floor module are connected by bolts; the space enclosed by the corner column module and the floor module is used to install the wall module; the turnbuckle bolt support is installed in the wall module to bear the horizontal force function and increase the lateral stiffness of the structure. The construction progress of the construction system of the utility model is fast, the construction efficiency is improved, and resource waste and environmental pollution are avoided.

Description

一种低层拼装模块建筑体系A low-rise assembled modular building system

技术领域 technical field

本实用新型属于模块建筑技术领域,特别是涉及一种低层拼装模块建筑体系。 The utility model belongs to the technical field of modular buildings, in particular to a low-rise assembled modular building system.

背景技术 Background technique

建筑业是我国国民经济的支柱产业,就业容量大,产业关联度高,全社会50%以上固定资产投资要通过建筑业才能形成新的生产能力或使用价值。由于普遍采用传统的以现场人工操作为主的施工方式,我国建筑工人的劳动生产率仅为发达国家的1/5。粗放的建造生产方式导致效率低、资源浪费、环境污染、建筑产品品质和性能差。 The construction industry is a pillar industry of our country's national economy, with a large employment capacity and a high degree of industrial correlation. More than 50% of the fixed asset investment of the whole society must go through the construction industry to form new production capacity or use value. Due to the widespread use of traditional construction methods based on on-site manual operations, the labor productivity of construction workers in my country is only 1/5 of that in developed countries. Extensive construction and production methods lead to low efficiency, waste of resources, environmental pollution, and poor quality and performance of construction products.

发展模块建筑是提高目前建筑行业工业化建造水平的重要途径。箱式模块建筑工厂化率可达到80%~90%,大幅提高建造效率,缩短施工周期,减少现场人工,提高材料利用率,减少建筑垃圾和施工对环境的不良影响,实现低能耗、低碳排放的绿色建造。 The development of modular buildings is an important way to improve the level of industrialized construction in the current construction industry. The industrialization rate of box-type modular buildings can reach 80% to 90%, greatly improving construction efficiency, shortening construction period, reducing on-site labor, improving material utilization, reducing construction waste and adverse impact of construction on the environment, and achieving low energy consumption and low carbon emission-free green construction.

发明内容 Contents of the invention

本实用新型的目的是提供一种低层拼装模块建筑体系,以解决粗放的建造生产方式导致效率低、资源浪费、环境污染、建筑产品品质和性能差的技术问题。 The purpose of this utility model is to provide a low-rise assembled modular building system to solve the technical problems of low efficiency, waste of resources, environmental pollution, and poor quality and performance of building products caused by extensive construction and production methods.

本实用新型解决上述技术问题的技术方案如下:一种低层拼装模块建筑体系,所述建筑体系构筑在混凝土建筑基础上;其包括:角柱模块、楼板模块、墙体模块、花篮螺栓支撑; The technical solution of the utility model to solve the above technical problems is as follows: a low-rise assembled modular building system, the building system is constructed on the basis of concrete buildings; it includes: corner column modules, floor modules, wall modules, flower basket bolt supports;

所述角柱模块的两端端头均有角柱与连接角件连接螺栓孔; Both ends of the corner post module have bolt holes for connecting corner posts and connecting corner pieces;

楼板模块包括端梁、侧梁、次梁、防水角钢、连接角件、钢筋混凝土组合楼板及吊顶;所述端梁和侧梁以连接角件构成矩形框架,所述次梁的两端分别与两个侧梁固定连接;防水角钢的第一侧面固定在矩形框架的内侧,防水角钢的第一侧面和第二侧面围成安装槽;钢筋混凝土组合楼板固定在防水角钢围成的安装槽内;吊顶安装在所述钢筋混凝土组合楼板的下方; The floor module includes end beams, side beams, secondary beams, waterproof angle steel, connecting corner pieces, reinforced concrete composite floors and suspended ceilings; the end beams and side beams form a rectangular frame with connecting angle pieces, and the two ends of the secondary beams are respectively The two side beams are fixedly connected; the first side of the waterproof angle steel is fixed on the inner side of the rectangular frame, and the first side and the second side of the waterproof angle steel form an installation groove; the reinforced concrete composite floor is fixed in the installation groove surrounded by the waterproof angle steel; The suspended ceiling is installed below the reinforced concrete composite floor;

多个楼板模块之间相互连接,构成建筑物某一层的楼板;角柱模块与楼板模块的连接角件通过螺栓连接;角柱模块与楼板模块围成的空间用于安装墙体模块; A plurality of floor modules are connected to each other to form a floor of a certain floor of the building; the connecting corner pieces of the corner column modules and the floor modules are connected by bolts; the space enclosed by the corner column modules and the floor modules is used for installing the wall modules;

花篮螺栓支撑连接在相邻层的楼板之间,即花篮螺栓支撑的两端分别与墙体模块的侧梁连接,起到承受水平力的作用,并加大结构侧向刚度。 The turnbuckle bolt support is connected between the floors of adjacent floors, that is, the two ends of the turnbuckle bolt support are respectively connected to the side beams of the wall module, which can bear the horizontal force and increase the lateral rigidity of the structure.

本实用新型如上所述的低层拼装模块建筑体系,进一步,楼板模块还包括侧梁与次梁连接加劲肋;所述加劲肋与侧梁焊接连接,加劲肋设有次梁连接孔,次梁两端设有侧梁连接孔,通过螺栓将次梁两端分别与两个加劲肋固定连接。 In the low-rise assembled modular building system of the utility model as described above, further, the floor module also includes stiffening ribs connecting the side beams with the secondary beams; There are side beam connection holes at the end, and the two ends of the secondary beam are fixedly connected with two stiffeners by bolts.

本实用新型如上所述的低层拼装模块建筑体系,进一步,所述次梁设置次梁预挖管线孔,用于管线穿过。 In the above-mentioned low-rise assembled modular building system of the present invention, further, the secondary beam is provided with a pre-excavated pipeline hole for the pipeline to pass through.

本实用新型如上所述的低层拼装模块建筑体系,进一步,所述连接角件包括第一角件侧板、第二角件侧板、顶板和底板;所述第一角件侧板的一边和第二角件侧板的一边垂直固定连接;所述顶板固定连接在所述第一角件侧板的顶部和第二角件侧板的顶部;所述底板固定连接在所述第一角件侧板的底部和第二角件侧板的底部;第一角件侧板设有同层连接角件连接螺栓孔、第二角件侧板设有同层连接角件连接螺栓孔、顶板设有连接角件与角柱连接螺栓孔、底板设有连接角件与角柱连接螺栓孔。 In the low-rise assembled modular building system of the present invention, further, the connecting corner fittings include a first corner fitting side plate, a second corner fitting side plate, a top plate and a bottom plate; one side of the first corner fitting side plate and One side of the side plate of the second corner fitting is vertically fixedly connected; the top plate is fixedly connected to the top of the side plate of the first corner fitting and the top of the side plate of the second corner fitting; the bottom plate is fixedly connected to the first corner fitting The bottom of the side plate and the bottom of the side plate of the second corner fitting; the side plate of the first corner fitting is provided with connecting bolt holes for connecting corner There are connecting bolt holes for connecting corner fittings and corner posts, and the bottom plate is provided with connecting bolt holes for connecting corner fittings and corner posts.

本实用新型如上所述的低层拼装模块建筑体系,进一步,所述连接角件的顶板和底板分别设置连接角件雨水管预挖孔,用于雨水管穿过。 In the above-mentioned low-rise assembled modular building system of the present invention, further, the top plate and the bottom plate of the connecting corner fittings are respectively provided with pre-dug holes for the rainwater pipes of the connecting corner fittings, for the rainwater pipes to pass through.

本实用新型如上所述的低层拼装模块建筑体系,进一步,所述角柱模块、楼板模块的端梁、侧梁、次梁均采用冷弯型钢材质。 In the above-mentioned low-rise assembled modular building system of the present invention, further, the end beams, side beams, and secondary beams of the corner column modules and floor modules are all made of cold-formed steel.

本实用新型如上所述的低层拼装模块建筑体系,进一步,墙体模块通过墙体模块与钢筋混凝土组合楼板连接角钢和自攻螺钉连接到楼板模块的钢筋混凝土组合楼板。 In the low-rise assembled modular building system of the utility model as described above, further, the wall module is connected to the reinforced concrete composite floor of the floor module through the wall module and the reinforced concrete composite floor connecting angle steel and self-tapping screws.

本实用新型如上所述的低层拼装模块建筑体系,进一步,角柱模块、楼板模块、墙体模块的尺寸均采用模数化设计,基本模数为2.4米,各模块的长宽方向尺寸均为基本模数的正整数倍。 In the above-mentioned low-rise assembled modular building system of the utility model, further, the dimensions of the corner column modules, the floor modules, and the wall modules all adopt modular design, the basic modulus is 2.4 meters, and the length and width dimensions of each module are basically A positive integer multiple of the modulus.

本实用新型的有益效果是: The beneficial effects of the utility model are:

角柱模块、楼板模块的端梁、侧梁、次梁均采用冷弯型钢材质,预制模块单元用钢量小,造价低,同时具有良好的刚度和承载力,可以满足运输及吊装过程中的受力及变形要求。运输过程中各二维模块单元可叠放运输,节省了运输空间与运输成本。 The end beams, side beams, and secondary beams of the corner column modules and floor modules are all made of cold-formed steel. The prefabricated module units use less steel and are low in cost. force and deformation requirements. During transportation, each two-dimensional module unit can be stacked and transported, which saves transportation space and transportation cost.

模块单元拼接时,使用高强螺栓将上下左右相邻楼板模块在连接角件处连接在一起,使得各模块能够组合受力,同时加入花篮螺栓支撑辅助承受水平力,形成刚度和承载力更高的框架-支撑结构体系。同时,由于楼板模块间采用连接角件进行连接,可相互传递竖向力与水平力,故部分楼板模块无需直接与角柱模块相连,其所承受的竖向力可通过连接角件传递给相邻模块的角柱,以保证楼道等位置的建筑尺寸要求。 When the module units are spliced, use high-strength bolts to connect the upper, lower, left, and right adjacent floor modules together at the connecting corners, so that each module can be combined to bear the force, and at the same time, add the turnbuckle bolt support to assist in bearing the horizontal force, forming a higher rigidity and bearing capacity. Frame - supporting structural system. At the same time, since the floor modules are connected by connecting corner fittings, the vertical force and horizontal force can be transmitted to each other, so some floor modules do not need to be directly connected to the corner column modules, and the vertical force they bear can be transmitted to the adjacent corner through the connecting corner fittings. The corner columns of the modules are used to ensure the building size requirements of corridors and other locations.

该模块建筑可在工厂完成80%的建造工作量,且现场施工避免了钢结构焊接及混凝土湿作业,是一种工厂化程度很高的预制装配建筑体系,可以极大地缩短现场施工工期及节省人工,减少现场施工对环境的水、空气和噪声污染。而且各部件间均采用螺栓连接,方便拆建、改建。相比集装箱模块建筑,集装箱的箱体拼接节点承载力和刚度低,使用年限底,多用于灾后临时建筑。本实用新型提出的模块建筑承载力好,刚度大,模块连接方便可靠,安装简易,现场施工量小,建筑布置灵活多变且可拆除并异地安装。通过选择不同截面的薄壁型钢,可用于1-3层学校教学建筑、宿舍、低层办公室、临时建筑、诊所等。 The modular building can complete 80% of the construction workload in the factory, and the on-site construction avoids steel structure welding and concrete wet work. It is a prefabricated building system with a high degree of factoryization, which can greatly shorten the on-site construction period and save Artificial, to reduce water, air and noise pollution to the environment caused by on-site construction. Moreover, all components are connected by bolts, which is convenient for dismantling and rebuilding. Compared with container modular buildings, the joint joints of containers have low bearing capacity and rigidity, and their service life is at the end, so they are mostly used for post-disaster temporary buildings. The modular building proposed by the utility model has good bearing capacity, high rigidity, convenient and reliable module connection, simple installation, small on-site construction volume, flexible and changeable building layout, and can be dismantled and installed in different places. By choosing thin-walled steel with different sections, it can be used in 1-3 storey school teaching buildings, dormitories, low-rise offices, temporary buildings, clinics, etc.

附图说明 Description of drawings

通过结合以下附图所作的详细描述,本实用新型的上述和/或其他方面和优点将变得更清楚和更容易理解,这些附图只是示意性的,并不限制本实用新型,其中: The above-mentioned and/or other aspects and advantages of the present utility model will become clearer and easier to understand through the detailed description in conjunction with the following drawings, which are only schematic and do not limit the utility model, wherein:

图1为本实用新型一种实施例的角柱模块示意图; Fig. 1 is a schematic diagram of a corner column module of an embodiment of the utility model;

图2为本实用新型一种实施例的楼板模块示意图; Fig. 2 is a schematic diagram of a floor module of an embodiment of the utility model;

图3为本实用新型一种实施例的墙体模块示意图; Fig. 3 is a schematic diagram of a wall module of an embodiment of the present invention;

图4为本实用新型一种实施例的花篮螺栓支撑示意图; Fig. 4 is a schematic diagram of a turnbuckle bolt support in an embodiment of the present invention;

图5为本实用新型一种实施例的连接角件示意图; Fig. 5 is a schematic diagram of a connecting corner fitting of an embodiment of the utility model;

图6为本实用新型一种实施例的侧梁与钢筋混凝土组合楼板连接示意图; Fig. 6 is a schematic diagram of the connection between the side beam and the reinforced concrete composite floor according to an embodiment of the present invention;

图7为本实用新型一种实施例的楼板模块与墙体模块连接示意图; Fig. 7 is a schematic diagram of the connection between the floor module and the wall module according to an embodiment of the present invention;

图8为本实用新型一种实施例的同层相邻楼板模块的连接示意图; Fig. 8 is a schematic diagram of connection of adjacent floor modules on the same floor in an embodiment of the present invention;

图9为本实用新型一种实施例的楼板模块与角柱模块的连接示意图; Fig. 9 is a schematic diagram of the connection between the floor module and the corner column module according to an embodiment of the present invention;

图10为角柱模块、楼板模块拼装成的完整结构骨架示意图。 Fig. 10 is a schematic diagram of a complete structural skeleton assembled from corner column modules and floor modules.

附图中,各标号所代表的部件列表如下: In the accompanying drawings, the list of parts represented by each label is as follows:

1、角柱模块,2、角柱与连接角件连接螺栓孔,3、楼板模块,4、侧梁,5、端梁,6、次梁,7、连接角件,71、第一角件侧板,72、第二角件侧板,73、顶板,74、底板,8、防水角钢,9、墙体模块,10、花篮螺栓支撑,11、同层连接角件连接螺栓孔,12、连接角件雨水管预挖孔,13、连接角件与角柱连接螺栓孔,14、次梁预挖管线孔,15、钢筋混凝土组合楼板,16、侧梁与次梁连接加劲肋,17、侧梁与次梁连接螺栓孔,18、吊顶,19、墙体模块与钢筋混凝土组合楼板连接角钢,20、自攻螺钉,21、相邻楼板模块间连接螺栓,22、角柱模块与楼板模块连接螺栓。 1. Corner column module, 2. Corner column and connecting corner fitting bolt hole, 3. Floor module, 4. Side beam, 5. End beam, 6. Secondary beam, 7. Connecting corner fitting, 71. First corner fitting side plate , 72, the second corner piece side plate, 73, the top plate, 74, the bottom plate, 8, waterproof angle steel, 9, the wall module, 10, the turnbuckle bolt support, 11, the connecting bolt hole of the same layer connecting corner piece, 12, the connecting angle Pre-excavated holes for rainwater pipes, 13. Bolt holes connecting corner pieces and corner columns, 14. Pre-excavated pipeline holes for secondary beams, 15. Reinforced concrete composite floor, 16. Stiffeners for connecting side beams and secondary beams, 17. Side beams and secondary beams Beam connecting bolt holes, 18, suspended ceiling, 19, angle steel connecting wall modules and reinforced concrete composite floors, 20, self-tapping screws, 21, connecting bolts between adjacent floor modules, 22, connecting bolts between corner column modules and floor modules.

具体实施方式 detailed description

在下文中,将参照附图描述本实用新型的低层拼装模块建筑体系的实施例。 Hereinafter, embodiments of the low-rise assembled modular building system of the present invention will be described with reference to the accompanying drawings.

在此记载的实施例为本实用新型的特定的具体实施方式,用于说明本实用新型的构思,均是解释性和示例性的,不应解释为对本实用新型实施方式及本实用新型范围的限制。除在此记载的实施例外,本领域技术人员还能够基于本申请权利要求书和说明书所公开的内容采用显而易见的其它技术方案,这些技术方案包括采用对在此记载的实施例的做出任何显而易见的替换和修改的技术方案。 The embodiments described here are specific specific implementations of the present utility model, and are used to illustrate the concept of the present utility model. They are all explanatory and exemplary, and should not be construed as limitations on the implementation of the present utility model and the scope of the present utility model. limit. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.

本说明书的附图为示意图,辅助说明本实用新型的构思,示意性地表示各部分的形状及其相互关系。请注意,为了便于清楚地表现出本实用新型实施例的各部件的结构,各附图之间并未按照相同的比例绘制。相同的参考标记用于表示相同的部分。 The accompanying drawings in this specification are schematic diagrams, which assist in explaining the concept of the utility model, and schematically represent the shapes of various parts and their interrelationships. Please note that in order to clearly show the structures of the components in the embodiment of the present invention, the drawings are not drawn in the same scale. The same reference numerals are used to designate the same parts.

图1-图10示出本实用新型一种实施例的低层拼装模块建筑体系,所述建筑体系构筑在混凝土建筑基础上;其包括:角柱模块1、楼板模块3、墙体模块9、花篮螺栓支撑10; Figures 1 to 10 show a low-rise assembled modular building system according to an embodiment of the present invention. The building system is built on a concrete building foundation; it includes: corner column module 1, floor module 3, wall module 9, turnbuckle bolts support 10;

如图1所示,所述角柱模块1的两端端头均有角柱与连接角件连接螺栓孔2; As shown in FIG. 1 , both ends of the corner post module 1 have bolt holes 2 for connecting corner posts and connecting corner pieces;

如图2所示,楼板模块3包括端梁5、侧梁4、次梁6、防水角钢8、连接角件7、钢筋混凝土组合楼板15及吊顶18;所述端梁和侧梁以连接角件构成矩形框架,所述次梁的两端分别与两个侧梁固定连接;防水角钢的第一侧面固定在矩形框架的内侧,防水角钢的第一侧面和第二侧面围成安装槽;钢筋混凝土组合楼板固定在防水角钢围成的安装槽内;如图7所示,吊顶安装在所述钢筋混凝土组合楼板的下方; As shown in Figure 2, the floor module 3 includes an end beam 5, a side beam 4, a secondary beam 6, a waterproof angle steel 8, a connecting angle piece 7, a reinforced concrete composite floor 15 and a suspended ceiling 18; The parts form a rectangular frame, and the two ends of the secondary beam are respectively fixedly connected with the two side beams; the first side of the waterproof angle steel is fixed on the inner side of the rectangular frame, and the first side and the second side of the waterproof angle steel form an installation groove; The concrete composite floor is fixed in the installation groove surrounded by waterproof angle steel; as shown in Figure 7, the suspended ceiling is installed below the reinforced concrete composite floor;

多个楼板模块之间相互连接,构成建筑物某一层的楼板;如图9和图10所示,角柱模块1与楼板模块3的连接角件7通过螺栓(角柱模块与楼板模块连接螺栓22)连接;角柱模块与楼板模块围成的空间用于安装墙体模块;如图3所示,所述墙体模块为矩形。 A plurality of floor modules are connected to each other to form a floor of a certain floor of the building; as shown in Figure 9 and Figure 10, the connecting corner piece 7 of the corner column module 1 and the floor module 3 is connected by bolts (the corner column module and the floor module are connected by bolts 22 ) connection; the space enclosed by the corner column module and the floor module is used for installing the wall module; as shown in Figure 3, the wall module is rectangular.

花篮螺栓支撑10连接在相邻层的楼板之间,即花篮螺栓支撑10的两端分别与墙体模块的侧梁4连接(上端连接至位于上方楼层的墙体模块的侧梁,下端连接至位于下方楼层的墙体模块的侧梁),起到承受水平力的作用,并加大结构侧向刚度。如图4所示,所述花篮螺栓支撑10包括X字形的支架,在支架的四个端头设置有用于连接墙体模块的连接件。 The turnbuckle support 10 is connected between the floors of the adjacent floors, that is, the two ends of the turnbuckle support 10 are respectively connected to the side beams 4 of the wall modules (the upper end is connected to the side beam of the wall module on the upper floor, and the lower end is connected to The side beams of the wall modules located on the lower floors) play the role of bearing the horizontal force and increasing the lateral rigidity of the structure. As shown in FIG. 4 , the turnbuckle support 10 includes an X-shaped bracket, and four ends of the bracket are provided with connectors for connecting the wall modules.

在本实用新型上述实施例的低层拼装模块建筑体系中,如图6所示,楼板模块还包括侧梁与次梁连接加劲肋16;所述加劲肋与侧梁4焊接连接,加劲肋设有次梁连接孔(即侧梁与次梁连接螺栓孔17),次梁两端设有侧梁连接孔,通过螺栓将次梁两端分别与两个加劲肋固定连接。 In the low-rise assembled module building system of the above-mentioned embodiment of the utility model, as shown in Figure 6, the floor module also includes a stiffener 16 connecting the side beam and the secondary beam; the stiffener is welded to the side beam 4, and the stiffener is provided with Secondary beam connecting holes (that is, side beam and secondary beam connecting bolt holes 17), the two ends of the secondary beam are provided with side beam connecting holes, and the two ends of the secondary beam are respectively fixedly connected with the two stiffeners by bolts.

图6中还示出,所述次梁设置次梁预挖管线孔14,用于管线穿过。 It is also shown in FIG. 6 that the secondary beam is provided with a secondary beam pre-excavated pipeline hole 14 for pipelines to pass through.

在本实用新型上述实施例的低层拼装模块建筑体系中,如图5所示,所述连接角件7包括第一角件侧板71、第二角件侧板72、顶板73和底板74;所述第一角件侧板的一边和第二角件侧板的一边垂直固定连接;所述顶板固定连接在所述第一角件侧板的顶部和第二角件侧板的顶部;所述底板固定连接在所述第一角件侧板的底部和第二角件侧板的底部;第一角件侧板设有同层连接角件连接螺栓孔11、第二角件侧板设有同层连接角件连接螺栓孔11、顶板设有连接角件与角柱连接螺栓孔13、底板设有连接角件与角柱连接螺栓孔13。 In the low-rise assembled modular building system of the above-mentioned embodiment of the utility model, as shown in FIG. 5 , the connecting corner fitting 7 includes a first corner fitting side plate 71, a second corner fitting side plate 72, a top plate 73 and a bottom plate 74; One side of the first corner fitting side plate is vertically fixedly connected to one side of the second corner fitting side plate; the top plate is fixedly connected to the top of the first corner fitting side plate and the top of the second corner fitting side plate; The bottom plate is fixedly connected to the bottom of the first corner fitting side plate and the bottom of the second corner fitting side plate; There are connecting bolt holes 11 for connecting corner fittings on the same layer, the top plate is provided with connecting bolt holes 13 for connecting corner fittings and corner posts, and the bottom plate is provided with connecting bolt holes 13 for connecting corner fittings and corner posts.

图5中还示出,所述连接角件的顶板73和底板74分别设置连接角件雨水管预挖孔12,用于雨水管穿过。 It is also shown in FIG. 5 that the top plate 73 and the bottom plate 74 of the connecting corner fittings are respectively provided with pre-dug holes 12 for connecting the corner fitting rainwater pipes for passing the rainwater pipes.

如图8所示,为一种实施例的楼板模块相互连接示意图。 As shown in FIG. 8 , it is a schematic diagram of interconnection of floor modules in an embodiment.

在本实用新型上述实施例的低层拼装模块建筑体系中,如图7所示,墙体模块9通过墙体模块与钢筋混凝土组合楼板连接角钢19和自攻螺钉20连接到楼板模块3的钢筋混凝土组合楼板15。 In the low-rise assembled module building system of the above-mentioned embodiment of the utility model, as shown in Figure 7, the wall module 9 is connected to the reinforced concrete of the floor module 3 through the wall module and the reinforced concrete composite floor connecting angle steel 19 and self-tapping screws 20. Composite floor 15.

在本实用新型上述实施例的低层拼装模块建筑体系中,角柱模块1、楼板模块3、墙体模块9的尺寸均采用模数化设计,基本模数为2.4米,各模块的长宽方向尺寸均为基本模数的正整数倍。 In the low-rise assembled modular building system of the above-mentioned embodiment of the utility model, the dimensions of the corner column module 1, the floor module 3, and the wall module 9 all adopt modular design, the basic module is 2.4 meters, and the length and width dimensions of each module Both are positive integer multiples of the basic modulus.

以下说明本实用新型低层拼装模块建筑体系的施工方法,包括以下步骤: The construction method of the low-rise assembled modular building system of the present invention is illustrated below, comprising the following steps:

各模块单元均采用工厂预制,再运往施工场地现场拼装。具体施工步骤为:浇筑混凝土基础并在基础中预埋与底层角柱模块的连接件;通过螺栓将底层角柱模块与连接件进行连接;在角柱模块上通过连接角件安装底层楼板模块;安装底层墙板模块并完成剩余室内装修与管线连接;安装二层角柱模块;在角柱模块上通过连接角件安装二层楼板模块;安装二层墙板模块并完成剩余室内装修与管线连接;其余各层安装方式均与二层相同。所有楼层均按照结束后,进行屋面防水保温处理。 Each module unit is prefabricated in the factory, and then transported to the construction site for on-site assembly. The specific construction steps are: pouring the concrete foundation and pre-embedding the connectors with the bottom corner column modules in the foundation; connecting the bottom corner column modules with the connectors through bolts; installing the bottom floor slab modules on the corner column modules through connecting corner pieces; installing the bottom wall Panel module and complete the remaining interior decoration and pipeline connection; install the second-floor corner column module; install the second-floor floor module on the corner column module through connecting corner pieces; install the second-floor wall panel module and complete the remaining interior decoration and pipeline connection; install the remaining floors The method is the same as that of the second floor. All floors are treated with roof waterproofing and heat preservation after completion.

上述披露的各技术特征并不限于已披露的与其它特征的组合,本领域技术人员还可根据发明之目的进行各技术特征之间的其它组合,以实现本实用新型之目的为准。 The technical features disclosed above are not limited to the disclosed combination with other features, and those skilled in the art can also make other combinations among the technical features according to the purpose of the invention, so as to achieve the purpose of the utility model.

Claims (9)

1. a low layer assembling module building system, described building system is constructed on concrete building foundation;It is characterized in that, including: corner post module, floor modules, wall body module, flower basket bolt support;
All there are corner post and connecting angle pieces link bolt hole in the termination, two ends of described corner post module;
Floor modules includes end carriage, curb girder, secondary beam, waterproof angle steel, connecting angle pieces, reinforced concrete combination floor and furred ceiling;Described end carriage and curb girder are constituted rectangular frame with connecting angle pieces, and the two ends of described secondary beam are fixing with two curb girders respectively to be connected;First side of waterproof angle steel is fixed on the inner side of rectangular frame, and the first side and second side of waterproof angle steel surround mounting groove;Reinforced concrete combination floor is fixed in the mounting groove that waterproof angle steel surrounds;Installation of ceiling is in the lower section of described reinforced concrete combination floor;
It is connected with each other between multiple floor modules, constitutes the floor of a certain layer of building;Corner post module is bolted with the connecting angle pieces of floor modules;The space that corner post module and floor modules surround is for installing wall body module;
Flower basket bolt supports between the floor being connected to adjacent layer, and the two ends that i.e. flower basket bolt supports are connected with the curb girder of wall body module respectively, play the effect bearing horizontal force, and strengthen structure lateral rigidity.
Low layer assembling module building system the most according to claim 1, it is characterised in that floor modules also includes that curb girder is connected ribbed stiffener with secondary beam;Described ribbed stiffener is connected with side beam welding, and ribbed stiffener is provided with secondary beam connecting hole, and secondary beam two ends are provided with curb girder connecting hole, is connected fixing with two ribbed stiffeners respectively for secondary beam two ends by bolt.
Low layer assembling module building system the most according to claim 1, it is characterised in that described secondary beam arranges secondary beam and digs pipeline hole in advance, passes for pipeline.
Low layer assembling module building system the most according to claim 1, it is characterised in that described connecting angle pieces includes the first corner fittings side plate, the second corner fittings side plate, top board and base plate;One side of described first corner fittings side plate fixing connection vertical with one side of the second corner fittings side plate;Described top board is fixedly connected on top and the top of the second corner fittings side plate of described first corner fittings side plate;Described base plate is fixedly connected on bottom and the bottom of the second corner fittings side plate of described first corner fittings side plate;First corner fittings side plate is provided with same layer connecting angle pieces link bolt hole, the second corner fittings side plate is provided with same layer connecting angle pieces link bolt hole, top board is provided with connecting angle pieces and is provided with connecting angle pieces and corner post link bolt hole with corner post link bolt hole, base plate.
Low layer assembling module building system the most according to claim 4, it is characterised in that the top board of described connecting angle pieces and base plate are respectively provided with the pre-borehole of connecting angle pieces rain pipe, pass for rain pipe.
Low layer assembling module building system the most according to claim 1, it is characterised in that corner post module, the end carriage of floor modules, curb girder, secondary beam all use cold-rolled forming section material.
7. according to the low layer assembling module building system described in any one of claim 1-6, it is characterised in that wall body module passes through wall body module and reinforced concrete combination floor angle cleat and the self-drilling connection reinforced concrete combination floor to floor modules.
8. according to the low layer assembling module building system described in any one of claim 1-6, it is characterized in that, corner post module, floor modules, the size of wall body module all use Modular design, and basic module is 2.4 meters, and the long cross direction size of each module is the positive integer times of basic module.
Low layer assembling module building system the most according to claim 8, it is characterized in that, corner post module, floor modules, the size of wall body module all use Modular design, and basic module is 2.4 meters, and the long cross direction size of each module is the positive integer times of basic module.
CN201521038500.0U 2015-12-15 2015-12-15 Module building system is assembled to low layer Expired - Fee Related CN205421547U (en)

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CN106759922A (en) * 2017-01-24 2017-05-31 江苏海陆科技股份有限公司 Multilayer fast-assembling container house
CN106759923A (en) * 2017-01-24 2017-05-31 江苏海陆科技股份有限公司 Externally picking tyoe bilayer fast-assembling container house
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CN109083274A (en) * 2018-10-25 2018-12-25 中冶天工(天津)装备制造有限公司 The removable assembling type steel structure of corner post builds composite module
CN109853978A (en) * 2019-01-07 2019-06-07 华南理工大学 A kind of prefabricated steel part for reinforcing reinforced concrete frame joint and its reinforcing method
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CN106759922A (en) * 2017-01-24 2017-05-31 江苏海陆科技股份有限公司 Multilayer fast-assembling container house
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CN107268880A (en) * 2017-07-28 2017-10-20 北京浩石集成房屋有限公司 A kind of steel framework cementitious composite floor
CN108360682A (en) * 2018-01-02 2018-08-03 中建钢构有限公司 A kind of construction process of three-dimensional building module and three-dimensional building module
CN109083274A (en) * 2018-10-25 2018-12-25 中冶天工(天津)装备制造有限公司 The removable assembling type steel structure of corner post builds composite module
CN109853978A (en) * 2019-01-07 2019-06-07 华南理工大学 A kind of prefabricated steel part for reinforcing reinforced concrete frame joint and its reinforcing method
CN109853978B (en) * 2019-01-07 2024-05-17 华南理工大学 Prefabricated steel part for reinforcing reinforced concrete frame node and reinforcing method thereof
CN110306664A (en) * 2019-06-24 2019-10-08 上海泰大建筑科技有限公司 Assembled low-rise dwelling structural system and its method of construction
CN110306664B (en) * 2019-06-24 2024-01-30 上海泰大建筑科技有限公司 Assembled low-rise residential structure system and construction method thereof
CN113833112A (en) * 2021-09-23 2021-12-24 浙江普天集成房屋有限公司 Steel frame-shear force wallboard integrated configuration system
CN114033043A (en) * 2021-12-11 2022-02-11 广东铝遊家科技有限公司 Full aluminum alloy building modular structure

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