WO2017133257A1

WO2017133257A1 - Prefabricated house

Info

Publication number: WO2017133257A1
Application number: PCT/CN2016/099615
Authority: WO
Inventors: 侯建群
Original assignee: 中清大科技股份有限公司; 侯建群
Priority date: 2016-02-04
Filing date: 2016-09-21
Publication date: 2017-08-10

Abstract

A prefabricated house, comprising a base (1), wallboards, trusses (6), roof panels (7), connecting ribs, and bracing members (8). The wall of the house is formed by splicing multiple wallboards. The wallboards are inserted in grooves (13) of the base one by one. Each wallboard is provided with, along its length, several transverse through holes (32) in which the connecting ribs are inserted. The through holes of adjacent wallboards are provided corresponding to each other. Each bracing member (8) is provided at the joint of walls, and is provided with a connecting member passing through and fixing the connecting ribs. The sides of the wallboard are of groove structures. The connecting ribs pass through corresponding through holes in the wallboards of the wall. Both ends of the connecting rib are respectively fixed on the connecting members on bracing members on both sides of the wall. The base comprises a fixed connecting member and reinforcing soil. The reinforcing soil is prepared by mixing natural soil of the base of the house and a cementing material. Also provided are a device for processing reinforcing soil, and a method for constructing wallboards of a prefabricated house.

Description

一种装配式组合房屋Assembled combination house

技术领域Technical field

本发明涉及装配式组合房屋，尤其涉及一种预制构件快速装配的组合房屋。The present invention relates to a fabricated modular house, and more particularly to a composite house in which a prefabricated component is quickly assembled.

技术背景technical background

目前，在我国需要大量建造低层小住宅，在遇到重大的灾害时，也需要临时快速搭建具有隔热保温功能的房屋。At present, it is necessary to build a large number of low-rise small houses in China. In the event of major disasters, it is also necessary to temporarily build houses with thermal insulation functions.

随着国际贸易面越来越广，外国房地产厂商在国内采购的建筑部件也越来越多，且许多国家的厂商都青睐于一种具有一定抗震性、能够保温隔热、较坚固的、能够快速搭建且成本低的房屋。目前许多国家当地的房屋虽然为简易的装配式房屋，但是大部分房屋构件时还需要大量的现场浇灌等步骤，构件过程复杂，成本高，周期长，且构件的房屋寿命较短，因此研究一种安装简单、构件少、寿命长、性能多变、能够在现场快速拼装完成且成本低的装配式组合房屋，是一个亟待解决的技术课题。尤其是目前快速装配式组合房屋的墙板通常需要插接入预制基础构件中。所述混凝土基础构件通常为预制构件，构件重量大，成本高，工艺复杂，运输成本较高。With the increasing international trade, foreign real estate manufacturers are purchasing more and more building components in China, and manufacturers in many countries are favoring a kind of earthquake-resistant, heat-insulating, and strong. Fast-built and low-cost housing. At present, although the local houses in many countries are simple assembly houses, most of the building components also require a large number of on-site watering and other steps. The component process is complicated, the cost is high, the cycle is long, and the life of the components is short. Therefore, It is a technical problem to be solved, which is simple to install, has few components, long life, variable performance, and can be quickly assembled on site and has low cost. In particular, wall panels of currently rapidly assembled modular houses typically need to be inserted into prefabricated base members. The concrete base member is usually a prefabricated component, which has large component weight, high cost, complicated process and high transportation cost.

发明内容Summary of the invention

本发明提供一种装配式组合房屋，包括基础、墙板、桁架、屋面板、连接筋和支撑构件，其特征在于：所述房屋的墙体由多个墙板拼接而成，每个墙板逐一插接在基础的凹槽内，所述墙板内沿其长度方向上设置有若干横向贯穿孔，用于插接连接筋，相邻墙板之间的贯穿孔对应设置；所述支撑构件设置于墙体的连接处，其上具有穿过并固定连接筋的连接件；所述墙板侧边为凹槽结构；所述连接筋穿过墙体各墙板上对应的贯穿孔，其两端分别固定于墙体两侧的支撑构件上的连接件；其中，所述基础包括固定连接件和加强土；所述加强土由房屋自身基础中的自然土与胶凝材料混合后制成。The invention provides a prefabricated composite house, comprising a foundation, a wall panel, a truss, a roof panel, a connecting rib and a supporting member, wherein the wall of the house is formed by splicing a plurality of wall panels, each wall panel Inserting one by one into the groove of the foundation, the wall panel is provided with a plurality of lateral through holes along the length direction thereof for inserting the connecting ribs, and the through holes between the adjacent wall plates are correspondingly arranged; the supporting member a connecting portion disposed on the wall body, having a connecting member passing through and fixing the connecting rib; the side wall of the wall plate is a groove structure; and the connecting rib passes through a corresponding through hole of each wall plate of the wall, The two ends are respectively fixed on the support members on both sides of the wall a joint; wherein the foundation comprises a fixed joint and a reinforcing soil; the reinforcing soil is made by mixing natural soil and a cementing material in the foundation of the house itself.

优选地，所述固定连接件包括U型金属构件和金属钉；所述U型金属构件为具有U型凹槽且凹槽底部中心位置具有固定孔的结构；所述U型金属构件的凹槽用于容纳所述墙板；所述金属钉将所述U型金属构件与所述加强土固定连接。Preferably, the fixing connector comprises a U-shaped metal member and a metal nail; the U-shaped metal member is a structure having a U-shaped groove and a fixing hole at a center position of the bottom of the groove; a groove of the U-shaped metal member For accommodating the wall panel; the metal nail fixedly connects the U-shaped metal member with the reinforcing soil.

优选地，所述墙板***到所述U型金属构件的凹槽后，向所述墙板和凹槽的间隙内灌注胶凝材料。Preferably, after the wall panel is inserted into the groove of the U-shaped metal member, the cement material is poured into the gap between the wall plate and the groove.

优选地，所述胶凝材料包括55～65重量份的粉煤灰，15～20重量份的煅烧高岭土，15～20重量份的生石灰。Preferably, the cementitious material comprises 55 to 65 parts by weight of fly ash, 15 to 20 parts by weight of calcined kaolin, and 15 to 20 parts by weight of quicklime.

本发明还提供一种作为组合房屋的建筑基础的加强土的施工装置，能够将从房屋自身基础中获取的自然土与胶凝材料混合制成加强土。The present invention also provides a construction apparatus for reinforcing soil which is a building foundation of a combined house, which is capable of mixing natural soil obtained from the foundation of the house with a cementitious material to form a reinforcing soil.

优选地，上述加强土的施工装置包括搅拌部件和胶凝材料供应部件；所述胶凝材料供应部件能够向搅拌部件供应胶凝材料；所述搅拌部件能够将胶凝材料和自然土搅拌制成加强土混合料。Preferably, the above-mentioned reinforcing soil construction device includes a stirring member and a cementing material supply member; the cementing material supply member is capable of supplying a gelling material to the stirring member; the agitating member is capable of agitating the cementing material and the natural soil Strengthen the soil mix.

优选地，上述加强土的施工装置还包括：挖掘部件和输送部件；所述挖掘部件通过所述输送部件与所述搅拌部件相连接，所述胶凝材料供应部件与所述搅拌部件相连接；所述挖掘部件能够挖掘房屋自身基础的自然土，所述挖掘出的自然土经输送部件输送至搅拌部件的搅拌仓中与胶凝材料混合成加强土混合料并回填回所述建筑基础中。Preferably, the above-mentioned reinforcing soil construction device further includes: an excavating member and a conveying member; the excavating member is connected to the agitating member through the conveying member, and the gelling material supply member is connected to the agitating member; The excavating member is capable of excavating the natural soil of the foundation of the house itself, and the excavated natural soil is conveyed to the agitating chamber of the agitating member and mixed with the cementing material to form a reinforcing soil mixture and backfilled back into the building foundation.

优选地，上述加强土的施工装置，还包括：夯实部件；能够对搅拌部件制成的加强土混合料进行夯实。Preferably, the above-mentioned reinforcing soil construction device further comprises: a tamping member; and the reinforced soil mixture made of the stirring member can be tamped.

本发明还提供一种装配式组合房屋的建筑方法，包括以下步骤：The invention also provides a construction method of a assembled composite house, comprising the following steps:

(1)制作加强土步骤：对房屋自身基础的自然土进行挖掘，同时胶凝材料供应部件向挖掘的自然土输送一定量的胶凝材料，通过搅拌部件进行搅拌制成加强土； (1) Steps of making soil reinforcement: excavating the natural soil of the foundation of the house, and at the same time, the cementing material supply component transports a certain amount of cementing material to the excavated natural soil, and is stirred by the stirring component to form the reinforcing soil;

(2)安装U型金属构件的步骤：将加强土进行找平，利用金属钉将U型金属构件与所述加强土固定连接；(2) a step of installing a U-shaped metal member: leveling the reinforcing soil, and fixing the U-shaped metal member to the reinforcing soil by using a metal nail;

(3)插接墙板的步骤：将墙板***到U型金属构件的凹槽内，并向墙板与凹槽的间隙内注入胶凝材料，制成墙体；(3) Step of inserting the wall panel: inserting the wall panel into the groove of the U-shaped metal member, and injecting a cementing material into the gap between the wall panel and the groove to form the wall;

(4)房屋组合步骤：在墙体上安装其他房屋构件。(4) Housing combination steps: Install other building components on the wall.

优选地，在制作加强土步骤中，挖掘部件挖掘所述自然土后通过输送部件输送至搅拌部件，所述胶凝材料供应部件向搅拌部件供应胶凝材料，搅拌部件对其进行搅拌形成加强土混合料。Preferably, in the step of making the reinforced soil, the excavating member excavates the natural soil and then conveys it to the agitating member through the conveying member, the gelling material supply member supplies the agglutinating material to the agitating member, and the agitating member agitates the same to form a reinforcing soil. Mixture.

本发明采用工厂化生产预制房屋构件，现场快速组装的方式，快速、便捷的组装工地临时或居民永久性住房；预制构件少，且标准化、装配式，干作业，组装简单、组装过程短；构件具有一定的抗震、保温、隔热、抗压、韧性等性能。且本发明就地取材，施工人员还可以通过使用制作和铺设加强土的装备对实施房屋建造地处的土地进行土地挖掘，并将挖掘的土地与胶凝材料混合成为所需的加强土结构，并直接进行铺设。同时施工人员可在加强土结构上通过U型槽结构直接插接房屋墙板，取代基础构件。这样可以现场快速施工，节省原材料，省去原预制混凝土基础构件的运输，节省运输费用，降低成本。The invention adopts the method of factory-prepared prefabricated building components, quick assembly on site, quick and convenient assembly site temporary or resident permanent housing; less prefabricated components, standardized, assembled, dry operation, simple assembly, short assembly process; Has a certain degree of seismic, thermal insulation, heat insulation, pressure resistance, toughness and other properties. Moreover, the present invention can be used for local materials, and the construction personnel can also carry out land excavation of the land where the house is built by using the equipment for making and laying the soil, and mix the excavated land with the cementing material to become the required reinforcing soil structure. And laying directly. At the same time, the construction personnel can directly insert the wall panel of the house through the U-shaped groove structure on the reinforced soil structure, replacing the basic components. This can be quickly constructed on site, saving raw materials, eliminating the transportation of the original precast concrete foundation components, saving transportation costs and reducing costs.

附图说明DRAWINGS

图1为本发明所涉及的装配式组合房屋的外廓示意图；1 is a schematic cross-sectional view of a fabricated composite house according to the present invention;

图2为本发明所涉及的装配式组合房屋的拆分示意图；2 is a schematic view showing the disassembly of the assembled composite house according to the present invention;

图3为本发明所涉及的条形基础的剖面图；Figure 3 is a cross-sectional view of a strip base according to the present invention;

图4(a)为本发明所涉及的L形基础的立体图；Figure 4 (a) is a perspective view of an L-shaped foundation according to the present invention;

图4(b)为本发明所涉及的L形基础的俯视图；Figure 4 (b) is a plan view of the L-shaped foundation according to the present invention;

图5(a)为本发明所涉及的标准墙板的立体图；Figure 5 (a) is a perspective view of a standard wall panel according to the present invention;

图5(b)为本发明所涉及的标准墙板的侧视图；Figure 5 (b) is a side view of a standard wall panel according to the present invention;

图5(c)为本发明所涉及的标准墙板的正视图；Figure 5 (c) is a front elevational view of a standard wall panel according to the present invention;

图5(d)为本发明所涉及的标准墙板的剖面图； Figure 5 (d) is a cross-sectional view of a standard wall panel according to the present invention;

图6(a)为本发明所涉及的窗口墙板B的立体图；Figure 6 (a) is a perspective view of a window wall panel B according to the present invention;

图6(b)为本发明所涉及的窗口墙板B的侧视图；Figure 6 (b) is a side view of the window wall panel B according to the present invention;

图6(c)为本发明所涉及的窗口墙板B的正视图；Figure 6 (c) is a front elevational view of the window wall panel B of the present invention;

图6(d)为本发明所涉及的窗口墙板B的剖面图；Figure 6 (d) is a cross-sectional view of the window wall panel B according to the present invention;

图7(a)为本发明所涉及的门口墙板C的立体图；Figure 7 (a) is a perspective view of the door panel C of the present invention;

图7(b)为本发明所涉及的门口墙板C的侧视图；Figure 7 (b) is a side view of the door wall panel C according to the present invention;

图7(c)为本发明所涉及的门口墙板C的正视图；Figure 7 (c) is a front elevational view of the door panel C of the present invention;

图7(d)为本发明所涉及的门口墙板C的剖面图；Figure 7 (d) is a cross-sectional view of the door panel C of the present invention;

图8(a)为本发明所涉及的梯形墙板D的立体图；Figure 8 (a) is a perspective view of a trapezoidal wall panel D according to the present invention;

图8(b)为本发明所涉及的梯形墙板D的侧视图；Figure 8 (b) is a side view of the trapezoidal wall panel D according to the present invention;

图8(c)为本发明所涉及的梯形墙板D的正视图；Figure 8 (c) is a front elevational view of the trapezoidal wall panel D of the present invention;

图8(d)为本发明所涉及的梯形墙板D的剖面图；Figure 8 (d) is a cross-sectional view of the trapezoidal wall panel D according to the present invention;

图9为本发明所涉及的装配式组合两间房屋的拆分示意图；Figure 9 is a schematic view showing the splitting of two assembled and assembled houses according to the present invention;

图10本发明所涉及的装配式组合房屋插接墙板的第一变更例的结构示意图；Figure 10 is a schematic structural view showing a first modification of the assembled modular house wall panel according to the present invention;

图11为本发明所涉及的装配式组合房屋插接墙板的第二变更例的结构示意图。Figure 11 is a schematic view showing the structure of a second modification of the assembled modular house wall panel according to the present invention.

具体实施方式detailed description

下面根据附图所示实施方式阐述本发明。此次公开的实施方式可以认为在所有方面均为例示，不具限制性。本发明的范围不受以下实施方式的说明所限，仅由权利要求书的范围所示，而且包括与权利要求范围具有同样意思及权利要求范围内的所有变形。The invention is illustrated below in accordance with the embodiments shown in the drawings. The disclosed embodiments are to be considered in all respects as illustrative and not restrictive. The scope of the present invention is defined by the scope of the claims, and the scope of the claims and the scope of the claims.

如图1至图9所示，本发明提供一种装配式组合房屋，通过装配式组件能够组建成具有门和窗户的房屋。图1为本发明涉及的装配式组合房屋的外廓示意图，图2为所述装配式组合房屋的拆分示意图。如图1、图2所示，所述装配式组合房屋底部由房屋基础构成，在房屋基础的基础上拼接若干墙板和屋面板而成。所述房屋基础具有条形基础1和L形基础2两种，由条形基础1和L形基础2围绕构成矩形的房屋基础。所述条形基础1和L形基础2在竖直方向上具有相同深度的凹槽，用于***墙板，所述墙板之间通过灌注浆料和贯穿连接筋的方法组成墙面。所述房屋结构设置有槽钢，所述槽钢以倒扣的形式设置于房屋每个墙面的顶端位置，桁架固定于所述槽钢上，用于安装屋面板，将多块屋面板7固定于桁架6和其他连接件上，形成坡屋顶。As shown in Figures 1 to 9, the present invention provides a fabricated modular house in which a house having a door and a window can be assembled by a fabricated assembly. 1 is a schematic view of the outer structure of the assembled composite house according to the present invention, and FIG. 2 is a schematic view of the split assembly of the assembled composite house. As shown in FIG. 1 and FIG. 2, the bottom of the assembled composite house is composed of a house foundation, and a plurality of wall panels and roof panels are spliced on the basis of the foundation of the house. The house foundation has a strip shape Both the foundation 1 and the L-shaped foundation 2 are surrounded by a strip foundation 1 and an L-shaped foundation 2 to form a rectangular base. The strip base 1 and the L-shaped base 2 have grooves of the same depth in the vertical direction for insertion into the wall panel, and the wall panels are formed by filling the slurry and the method of penetrating the ribs. The structure of the house is provided with channel steel, which is arranged in the form of an inverted buckle at the top end of each wall surface of the house, and the truss is fixed on the channel steel for installing the roof panel, and the plurality of roof panels 7 It is fixed to the truss 6 and other connectors to form a sloping roof.

图3为条形基础的剖面图，如图3所示，所述条形基础1的剖面具有凹槽结构，所述条形基础1的底部11上缘为具有一定倾斜度的斜面，所述条形基础1的上部12具有能够容纳墙板的凹槽13。当墙板***凹槽13后，所述凹槽13的凹槽壁121与墙板之间会形成间隙，通过灌浆填充有浆料。3 is a cross-sectional view of a strip base, as shown in FIG. 3, the cross section of the strip base 1 has a groove structure, and the upper edge of the bottom portion 11 of the strip base 1 is a slope having a certain inclination, The upper portion 12 of the strip base 1 has a recess 13 that can accommodate a wall panel. When the wall panel is inserted into the groove 13, a gap is formed between the groove wall 121 of the groove 13 and the wall plate, and the slurry is filled by grouting.

图4(a)、(b)分别为L形基础2的立体图和俯视图。如图4所示，所述L形基础2具有凹槽21，所述凹槽21为直角，所述L形基础2俯视图(如图4(b)所示)外廓为正方形。所述L形基础2凹槽21的尺寸设计与条形基础1相应部分相同。4(a) and 4(b) are a perspective view and a plan view, respectively, of the L-shaped base 2. As shown in FIG. 4, the L-shaped base 2 has a groove 21 which is a right angle, and the top view of the L-shaped base 2 (shown in FIG. 4(b)) has a square outer shape. The L-shaped base 2 groove 21 is dimensioned identically to the corresponding portion of the strip base 1.

组成房屋墙壁的墙板包括标准墙板A、窗口墙板B、门口墙板C以及梯形墙板D、E、F，其中房屋的墙面由标准墙板A、窗口墙板B、门口墙板C拼接而成，或房屋的墙面由梯形墙板D、E、F拼接而成。The wall panels constituting the house wall include standard wall panel A, window wall panel B, door panel wall panel C, and trapezoidal wall panel D, E, F, wherein the wall surface of the house is made of standard wall panel A, window panel panel B, and door panel wall panel. C is spliced, or the wall of the house is made up of trapezoidal wall panels D, E, and F.

图5(a)5(d)分别为标准墙板的立体图、侧视图、正视图和剖面图。如图5(a)-(d)所示，所述标准墙板A的长侧面均具有U型凹槽31，沿墙板长度方向一定间隔的位置设置横向贯穿孔32，优选的，标准墙板A上总共设置4个贯穿孔32(如图5(b)、(d)所示)；所述标准墙板A的正视图为矩形(如图5(c)所示)。Figures 5(a) and 5(d) are perspective, side, front and cross-sectional views, respectively, of a standard wall panel. As shown in Figures 5(a)-(d), the long side faces of the standard wall panel A each have a U-shaped recess 31, and a transverse through hole 32 is provided at a position spaced apart along the length of the wall panel. Preferably, the standard wall A total of four through holes 32 are provided on the board A (as shown in FIGS. 5(b) and (d)); the front view of the standard wall panel A is rectangular (as shown in FIG. 5(c)).

图6(a)-6(d)分别为窗口墙板B的立体图、侧视图、正视图和剖面图，所述窗口墙板B上预留有需要安装窗户的窗户洞B1，所述窗口墙板B包括窗户洞B1上方的支撑钢构件，所述支撑钢构件包括两根纵向支撑钢构件34和两根横向支撑钢构件35。所述窗口墙板 B的墙板部分和纵向支撑钢构件处设置贯穿孔32，其贯穿孔位置与标准墙板A的贯穿孔位置相同。6(a)-6(d) are respectively a perspective view, a side view, a front view and a cross-sectional view of a window wall panel B on which a window hole B1 for which a window is to be installed is reserved, the window wall The plate B includes a supporting steel member above the window hole B1, the supporting steel member including two longitudinally supporting steel members 34 and two laterally supporting steel members 35. The window wall panel A through hole 32 is provided at the wall panel portion of B and the longitudinal support steel member, and the through hole position is the same as the through hole position of the standard wall panel A.

图7(a)-7(d)分别为门口墙板C的立体图、侧视图、正视图和剖面图，所述门口墙板C上预留有需要安装门部件的门洞C1，所述门口墙板C包括门洞C1上的支撑钢构件，所述支撑钢构件包括至少一根横向支撑钢构件35和两根纵向支撑钢构件34。所述门口墙板C的墙板部分和纵向支撑钢构件34上设置贯穿孔32，其贯穿孔位置与标准墙板A贯穿孔位置相同。7(a)-7(d) are respectively a perspective view, a side view, a front view and a cross-sectional view of a door wall panel C on which a door opening C1 for which a door member is to be mounted is reserved, the door wall The plate C includes a supporting steel member on the door opening C1, the supporting steel member including at least one lateral supporting steel member 35 and two longitudinal supporting steel members 34. The wall panel portion of the door panel C and the longitudinal support steel member 34 are provided with through holes 32 having the same through hole positions as the standard wall panel A through holes.

图8(a)-8(d)分别为梯形墙板D的立体图、侧视图、正视图和剖面图，如图8(a)、(c)所示，所述梯形墙板D的两个长侧边均具有凹槽结构，所述凹槽结构与标准墙板A的凹槽结构设置相同。结合图1，所述梯形墙板D的短侧边与标准墙板A的高度相同，其长竖边比短侧边长(设高度差为G)；所述梯形墙板E的短侧边与所述梯形墙板D的长侧边高度相等，且比梯形墙板E的长侧边短G的长度；同理，所述梯形墙板F短侧边与所述梯形墙板E的长侧边高度相等，且比梯形墙板F的长侧边短G的长度。所述梯形墙板横向位置也设置贯穿孔，所述贯穿孔的位置与标准墙板上贯穿孔的位置相同。8(a)-8(d) are respectively a perspective view, a side view, a front view and a cross-sectional view of the trapezoidal wall panel D, as shown in Figs. 8(a) and (c), two of the trapezoidal wall panels D The long sides each have a groove structure which is the same as the groove structure of the standard wall panel A. Referring to FIG. 1, the short side of the trapezoidal wall panel D is the same height as the standard wall panel A, and the long vertical side is longer than the short side (the height difference is G); the short side of the trapezoidal wall panel E The length of the long side of the trapezoidal wall panel D is equal to, and is shorter than the length of the long side of the trapezoidal wall panel E; similarly, the short side of the trapezoidal wall panel F and the length of the trapezoidal wall panel E The sides are of equal height and are shorter than the length of the long side of the trapezoidal wall panel F by G. The lateral position of the trapezoidal wall panel is also provided with a through hole, and the position of the through hole is the same as the position of the through hole on the standard wall panel.

如图1和图4所示，当将墙板放置于所述L形基础2的凹槽21后，在两墙体的连接处设置一支撑构件8，优选的所述支撑构件8为角钢81(如图1所示)。角钢与墙板接触的两个面上分别设置与标准墙板A贯穿孔相应的孔洞结构。所述贯穿孔内可以***连接筋15(如图2所示)，用于加固支撑墙板。As shown in FIG. 1 and FIG. 4, after the wall panel is placed on the groove 21 of the L-shaped foundation 2, a support member 8 is disposed at the joint of the two walls. Preferably, the support member 8 is an angle steel 81. (As shown in Figure 1). The two sides on which the angle steel contacts the wall panel are respectively provided with a hole structure corresponding to the through hole of the standard wall panel A. A connecting rib 15 (shown in FIG. 2) can be inserted into the through hole for reinforcing the supporting wall panel.

在墙板上缘设置一倒置的槽钢9，所述槽钢9(如图2所示)卡固于墙板顶端位置，所述槽钢9与墙板上缘通过螺栓固定。桁架固定于槽钢上，屋面板安装于槽钢上。本发明所述装配式组合房屋，当所述墙板按照设计安***基础的凹槽后，经贯穿孔***连接筋，以固定各墙面，所述贯穿孔直径比连接筋直径大；当连接筋***墙板贯穿孔后，向连接筋与墙板贯穿孔之间的空腔填充浆料；然后向两墙板的凹槽所形成的空腔内灌注与墙板组分相同的胶凝材料，优选的，所述胶凝材料同时起到加固墙面的作用。等待胶凝材料干透，用于密封墙面，起到防止漏水、保温、隔热的作用。优选的，灌浆时由基础向上灌浆，这样由下往上灌浆的方法使得灌浆过程中不易产生气泡，所述基础上设置的凹槽与多个墙板的连接部之间形成的空腔以及墙板之间的空腔和所述连接筋与贯穿孔之间的空腔相连接，方便灌浆。所述桁架不仅仅固定于槽钢9，还可以固定于角钢或钢管等。An inverted channel steel 9 is disposed on the edge of the wall panel, and the channel steel 9 (shown in FIG. 2) is clamped to the top end of the wall panel, and the channel steel 9 is fixed to the wall plate edge by bolts. The truss is fixed to the channel and the roof panel is mounted on the channel. In the assembled composite house according to the present invention, after the wall panel is inserted into the groove of the foundation according to the design, the connecting rib is inserted through the through hole to fix the wall surface, and the diameter of the through hole is larger than the diameter of the connecting rib; Insert into the wall through hole Thereafter, filling the cavity between the connecting rib and the wall plate through hole; then filling the cavity formed by the groove of the two wall plates with the same cementing material as the wall plate component, preferably, the The cementing material also acts to strengthen the wall. Wait for the gelled material to dry out, which is used to seal the wall surface to prevent leakage, heat preservation and heat insulation. Preferably, the grouting is performed by grouting from the foundation during the grouting, so that the method of grouting from the bottom to the top makes it difficult to generate bubbles during the grouting process, and the cavity and the wall formed between the groove provided on the foundation and the connecting portion of the plurality of wallboards The cavity between the plates and the connecting rib are connected to the cavity between the through holes to facilitate grouting. The truss is not only fixed to the channel steel 9, but may be fixed to an angle steel or a steel pipe or the like.

本实施方式中的胶凝材料制造原料可以选用价格低廉且来源广泛的原料进行生产，比如以矿渣、粉煤灰渣、磷渣等工业废渣或火山灰、沸石等天然矿物为主要原料，通过物理，化学激发作用制得的水硬性胶凝材料。在本实施方式中，首先制得胶凝材料的粉料，在浇筑时，再将该粉料与外加剂溶液混合即可，优选地，以下述重量配比的组分为原料，经混合、球磨而成的粉料：55～65重量份的粉煤灰，15～20重量份的煅烧高岭土，15～20重量份的生石灰，其中，粉煤灰中主要包括47.5％的SiO2、28％的Al2O3及少量Fe2O3和CaO，优选地，粉煤灰选用低钙粉煤灰，CaO≤8.5wt％，煅烧高岭土为将煤矸石在550～750℃条件下煅烧0.5～2.0h得到，高岭土中主要包括约46％的SiO2及约40％的Al2O3。在浇筑时，只需将上述胶凝材料的粉料与碱性外加剂溶液混合并搅拌若干分钟，即可用于浇筑，在上述生产胶凝材料的粉料的过程中，基本无粉尘和废水的排放，环境污染相对较小。利用上述组份制得的胶凝材料在凝结硬化过程中，硅氧四面体对第三主族元素和第五主族元素具有四配位同构化效应，同时能够将第一、第二和第六、第七主族元素固定在网络体中以平衡由于四配位同构化效应所造成的电荷不平衡，从而使所形成的胶凝材料硬化体不但具有很高的强度，而且还具有良好的稳定性与耐久性，另外，胶凝材料具有优异的耐腐蚀性能，这是因为胶凝材料的抗氯离子电通量要远小于普通混凝土，而氯离子侵入是导致钢制结构中产生钢材锈蚀，耐久性继而丧失的重要因素。The raw material for manufacturing the cemented material in the present embodiment can be produced by using low-cost and widely-sourced raw materials, such as slag, fly ash slag, phosphorus slag and other industrial wastes or natural minerals such as volcanic ash and zeolite as the main raw materials, through physics, A hydraulic cementitious material produced by chemical excitation. In the present embodiment, the powder of the cementitious material is first prepared, and when the powder is poured, the powder is mixed with the admixture solution. Preferably, the components of the following weight ratio are used as raw materials, and are mixed. Ball milled powder: 55-65 parts by weight of fly ash, 15-20 parts by weight of calcined kaolin, 15-20 parts by weight of quicklime, wherein fly ash mainly includes 47.5% of SiO2, 28% Al2O3 and a small amount of Fe2O3 and CaO, preferably, the fly ash is selected from low-calcium fly ash, CaO≤8.5wt%, and the calcined kaolin is obtained by calcining coal gangue at 550-750°C for 0.5-2.0h, and the kaolin is mainly included. About 46% of SiO2 and about 40% of Al2O3. In the pouring, the powder of the above cementitious material is mixed with the alkaline admixture solution and stirred for several minutes, and can be used for pouring. In the process of producing the powder of the cementitious material, there is substantially no dust and waste water. Emissions, environmental pollution is relatively small. The cementitious material obtained by using the above components has a tetracoordinate isomorphization effect on the third main group element and the fifth main group element in the coagulation hardening process, and at the same time, the first and second sums can be The sixth and seventh main elements are fixed in the network body to balance the charge imbalance caused by the tetracoordinate isomorphization effect, so that the formed cemented material hardened body not only has high strength, but also has Good stability and durability. In addition, the cementitious material has excellent corrosion resistance because of the chloride ion resistance of the cementitious material. It is much smaller than ordinary concrete, and the intrusion of chloride ions is an important factor that causes steel corrosion in the steel structure and durability to be lost.

此外，为了加强墙面的坚固性，在标准墙板A和梯形墙板D-F的侧面凹槽上分别设置与凹槽匹配的槽钢，所述槽钢与标准墙板的凹槽形状匹配，能够恰好卡固于所述凹槽上。所述槽钢可预先通过螺栓固定于墙板侧面的凹槽上，其上也设置与墙板贯穿孔位置相应的孔洞结构。In addition, in order to strengthen the wall surface, the groove corresponding to the groove is respectively arranged on the side grooves of the standard wall panel A and the trapezoidal wall panel DF, and the groove steel is matched with the groove shape of the standard wall panel, It just snaps onto the groove. The channel steel may be fixed to the groove on the side of the wall panel by bolts in advance, and a hole structure corresponding to the position of the through hole of the wall panel is also disposed thereon.

在搭建房屋时，可以将至少两间房屋组合到一起进行搭建，此时在连接两间房屋时还需要一T型基础10(如图9所示)，所述T型基础如图9所示，所述T型基础10的凹槽为T型，所述凹槽和底部的尺寸设计与条形基础的相同。当所述T型基础10的凹槽内安装完墙板后，会有一空间，所述空间内可以设置一支撑构件8，优选的所述支撑构件8为槽钢(未图示)。When constructing a house, at least two houses can be assembled together. At this time, a T-type foundation 10 (shown in FIG. 9) is needed when connecting the two houses, and the T-type foundation is as shown in FIG. The groove of the T-shaped foundation 10 is T-shaped, and the groove and the bottom are dimensioned in the same manner as the strip base. After the wall panel is installed in the recess of the T-shaped foundation 10, there is a space in which a support member 8 can be disposed. Preferably, the support member 8 is a channel steel (not shown).

房屋拼接组合后所述基础应埋设于地下，用于固定房屋。对于永久性居住房屋，所述基础的宽度和高度可以等比例增加，即增加埋设于地下的房屋的基础，能够使房屋更加牢固的固定于地面。After the splicing combination, the foundation should be buried in the ground for fixing the house. For permanent dwelling houses, the width and height of the foundation can be increased in proportion, that is, the foundation of the house buried in the ground can be increased, and the house can be more firmly fixed to the ground.

所述基础、墙板、屋面板等均在就近的工厂内预制，材料通常是就地取材；在搭建本发明所涉及的装配式组合房屋时，需要使用与搭建该组合房屋相匹配的装置。The foundation, wall panel, roof slab, etc. are all prefabricated in the nearest factory, and the materials are usually taken in situ; when constructing the assembled assembly house according to the present invention, it is necessary to use a device matching the construction of the combination house.

本发明所述装配式组合房屋具体搭建方法如下：The concrete construction method of the assembled combination house of the present invention is as follows:

1.在工厂内生产需要搭建房屋需要的基础、墙板和屋面板。1. Produce the foundations, wall panels and roof slabs needed to build a house in the factory.

2.按照房屋的设计，在准备建筑房屋的施工地面上开挖出安装条形基础1、L形基础2和T型基础10等预制基础构件的安装沟槽，将各预制基础构件安装到相应沟槽中；将土填入预制基础构件与沟槽之间的空隙内，使凹槽预制基础构件露出地面并将土夯实。2. According to the design of the house, excavate the installation trenches of the prefabricated foundation members such as the strip foundation 1, the L-shaped foundation 2 and the T-shaped foundation 10 on the construction ground for preparing the building house, and install the prefabricated foundation members to the corresponding In the groove; the soil is filled into the gap between the prefabricated base member and the groove, so that the groove prefabricated base member is exposed to the ground and the soil is compacted.

3.按照房屋的设计，在排布好的基础的凹槽内紧密的***标准墙板A、门口墙板C、窗口墙板B以及梯形墙板D-F等。 3. According to the design of the house, the standard wall panel A, the door panel wall panel C, the window panel panel B, and the trapezoidal wall panel D-F are closely inserted into the well-arranged grooves.

4.在搭建墙板的拐角位置或连接部位固定***相应的支撑构件8，例如角钢81或槽钢等。4. Insert the corresponding support member 8, such as angle 81 or channel steel, at the corner or joint of the wall panel.

5.经贯穿孔***连接筋，所述连接筋两端通过螺栓固定，使墙板更加坚固。5. The connecting rib is inserted through the through hole, and the two ends of the connecting rib are fixed by bolts to make the wall plate stronger.

6.在搭建房屋的附近地方调制与墙板材料相同的胶凝材料，由施工人员将所调制的胶凝材料灌注到墙板与墙板的凹槽形成的空隙内，干燥灌入的胶凝材料。6. Modulate the same cement material as the wallboard material in the vicinity of the building house, and the constructor injects the prepared gelling material into the gap formed by the groove of the wallboard and the wallboard, and the gel is dried and poured. material.

7.在安装好的墙板的上缘安装槽钢9，使其能够恰好卡固于墙板上缘，且该槽钢9通过螺栓固定于墙板上缘。同时按照预先设计，在相对的梯形墙板之间安装三条桁架，桁架与墙板之间通过螺栓固定连接。7. Install the channel 9 on the upper edge of the installed wallboard so that it can be securely fastened to the edge of the wall panel, and the channel 9 is bolted to the edge of the wall panel. At the same time, according to the pre-design, three trusses are installed between the opposite trapezoidal wall panels, and the truss and the wall panel are fixedly connected by bolts.

8.将屋面板按照顺序固定于桁架与墙板上缘。8. Fix the roof panels in the order of the trusses and the wall panels.

9.在窗口墙板B的窗户洞B1和门口墙板C的门洞C1相应预留部分安装窗户和门组件。9. Install the window and door assembly in the window hole B1 of the window panel B and the door opening C1 of the door panel C.

本发明涉及的装配式组合房屋，将墙板插接入预制的基础(包括条形基础1、L形基础2和T型基础10等)内，但不见限于此。还可以由施工人员在所选需建造房屋的地方按照设计好的房屋需铺设墙板的位置进行挖掘土地的施工作业，同时利用挖掘出的土地混合胶凝材料等形成加强土结构，所述加强土结构迅速回填入已挖掘的土地的地方，在加强土凝结之前，***固定金属钉和U型金属构件，待加强土凝结后，在U型金属构件的凹槽内***相应的预制墙板，完成房屋墙板的插接，这样可以节省基础的使用。具体的实施方式参考附图10和11。The assembled composite house according to the present invention inserts the wall panel into the prefabricated foundation (including the strip foundation 1, the L-shaped foundation 2 and the T-shaped foundation 10, etc.), but is not limited thereto. It is also possible for the construction personnel to carry out the construction work of excavating the land according to the position where the designed house needs to be laid in the place where the house is to be built, and at the same time, the excavated land mixed cementing material is used to form the reinforcing soil structure, the reinforcement The soil structure is quickly backfilled into the excavated land. Before the soil is condensed, the fixed metal nails and the U-shaped metal members are inserted. After the soil is condensed, the corresponding prefabricated wall panels are inserted into the grooves of the U-shaped metal members. , to complete the docking of the house wallboard, which can save the basic use. Specific embodiments are described with reference to Figures 10 and 11.

图10为装配式组合房屋插接墙板的第一变更例的结构示意图，如图10所示，加强土5位于室内地坪51与室外地坪52之间，垂直方向上加强土5的高度与墙板的高度比例为1∶(7.5～12.5)，优选的为1∶10。所述加强土的水平方向的厚度与墙板的厚度比例为2∶ (1.8～1.2)，优选的为2∶1.5。所述加强土宽度方向的中间位置通过固定金属钉41安装有U型金属构件42，所述固定金属钉41的尖部411垂直方向***所述加强土内部。所述U型金属构件42底部的中心位置具有与所述固定金属钉41的根部412匹配的圆孔，能够恰好贯穿入固定金属钉41的尖部411，且卡固于其根部412，使固定金属钉41的顶帽413保持在U型金属构件内部，尖部411***到加强土内部。所述U型金属构件42底部与所述加强土5的上表面平齐。所述U型金属构件42的凹槽内能够***墙板A-F。当将墙板A-F插接入凹槽内后，再向所述凹槽与墙板A-F之间的间隙内灌注与墙板A-F成分相同的胶凝材料。待插接完成后，对室内地面找平，使得室内地面高于U型金属构件的上缘。所述室内地坪可以全部为加强土结构，也可以不铺设加强土。10 is a schematic structural view showing a first modification of the assembled composite house wall panel. As shown in FIG. 10, the reinforcing soil 5 is located between the indoor floor 51 and the outdoor floor 52, and the height of the soil 5 is vertically increased. The height ratio to the wallboard is 1: (7.5 to 12.5), preferably 1:10. The ratio of the thickness of the reinforcing soil in the horizontal direction to the thickness of the wallboard is 2: (1.8 to 1.2), preferably 2:1.5. The intermediate position in the width direction of the reinforcing soil is attached with a U-shaped metal member 42 through a fixing metal nail 41, and the tip portion 411 of the fixing metal nail 41 is inserted into the reinforcing soil inside in a vertical direction. The central position of the bottom of the U-shaped metal member 42 has a circular hole matching the root portion 412 of the fixing metal nail 41, can penetrate into the tip portion 411 of the fixing metal nail 41, and is fastened to the root portion 412 thereof for fixing The top cap 413 of the metal nail 41 is held inside the U-shaped metal member, and the tip portion 411 is inserted into the interior of the reinforcing soil. The bottom of the U-shaped metal member 42 is flush with the upper surface of the reinforcing soil 5. The wall panel A-F can be inserted into the recess of the U-shaped metal member 42. After the wall panel A-F is inserted into the recess, the same cementation material as the wall panel A-F component is poured into the gap between the recess and the wall panel A-F. After the plugging is completed, the indoor floor is leveled so that the indoor floor is higher than the upper edge of the U-shaped metal member. The indoor floor may all be a reinforced soil structure or may not be reinforced.

如图10所示，所述墙板通过U型金属构件与固定金属钉固定于加强土上，且U型金属构件裸露于空气中，这样U型金属构件和固定金属钉的氧化会较快，使得其寿命缩短，也致使拼接的房屋的使用寿命缩短。所以可以按照图11所示的方法安装所述预制墙板，图11为本发明装配式组合房屋插接墙板的第二变更例的结构示意图。As shown in FIG. 10, the wall panel is fixed to the reinforcing soil by a U-shaped metal member and a fixing metal nail, and the U-shaped metal member is exposed to the air, so that the oxidation of the U-shaped metal member and the fixing metal nail is faster. This shortens its life and also shortens the service life of the spliced house. Therefore, the prefabricated wall panel can be installed according to the method shown in FIG. 11. FIG. 11 is a schematic structural view of a second modification of the assembled modular house wall panel of the present invention.

如图11所示，所述墙板A-F还是通过所述U型金属构件42和所述固定金属钉41固定于所述加强土5中，但是所述U型金属构件42的上缘与所述加强土5的上表面平齐，所述U型金属构件42的U型槽完全置于所述加强土5中，当所述墙板A-F放入U型金属构件42的凹槽内后，再向所述凹槽与墙板A-F之间的间隙内灌注与预制墙板成分相同的胶凝材料。这样可以使得U型金属构件42和所述固定金属钉41基本与空气隔绝，不易氧化生锈，能够增加其使用寿命，从而增加拼接房屋的使用寿命。As shown in FIG. 11, the wall panel AF is also fixed in the reinforcing soil 5 by the U-shaped metal member 42 and the fixing metal nail 41, but the upper edge of the U-shaped metal member 42 is The upper surface of the reinforcing soil 5 is flush, and the U-shaped groove of the U-shaped metal member 42 is completely placed in the reinforcing soil 5, and after the wall panel AF is placed in the groove of the U-shaped metal member 42, A cementitious material having the same composition as the prefabricated wallboard is poured into the gap between the groove and the wall panel AF. In this way, the U-shaped metal member 42 and the fixing metal nail 41 can be substantially isolated from the air, which is less likely to oxidize and rust, and can increase the service life thereof, thereby increasing the service life of the splicing house.

上述加强土的铺设过程通常为现场制备并即时铺设过程，所述制备和铺设加强土的装备为加强土施工装置， The laying process of the above-mentioned reinforcing soil is usually a on-site preparation and immediate laying process, and the equipment for preparing and laying the reinforcing soil is a reinforcing soil construction device.

所述加强土施工装置包括挖掘部件、搅拌部件、胶凝材料供应部件以及夯实部件，所述挖掘部件能够挖掘房屋自身基础的自然土，所述胶凝材料供应部件向搅拌部件供应胶凝材料。所述搅拌部件将挖掘部件挖掘出的自然土与供应的胶凝材料搅拌制成加强土混合料，再将上述搅拌好的加强土混合料回填入挖掘自然土的地方，并由夯实部件对回填的浆料夯实，以制成所述加强土。The reinforced soil construction apparatus includes an excavating member, a stirring member, a cementing material supply member, and a tamping member capable of excavating natural soil of a foundation of the house itself, the gelling material supply member supplying a gelling material to the agitating member. The agitating member agitates the natural soil excavated by the excavating member and the supplied cementing material to form a reinforced soil mixture, and then refills the agitated reinforcing soil mixture into a place where the natural soil is excavated, and the tamping member is The backfilled slurry is compacted to form the reinforced soil.

在本发明涉及的加强土施工装置的实施例中，所述搅拌部件包括搅拌仓与搅拌器械，所述挖掘部件通过提升机与搅拌部件相连接，具体的，所述提升机可以为链轮结构，该链轮结构与带动其运动的输送装置连接；所述胶凝材料供应部件直接与所述搅拌部件相连。所述挖掘部件按照设计的挖掘尺寸(包括挖掘的深度和宽度)对房屋自身基础的自然土进行挖掘施工，挖掘出的自然土经提升机提升并由输送装置输送至搅拌仓中，所述胶凝材料供应部件根据搅拌仓内的自然土的量向其供应相应的胶凝材料。搅拌器械将上述挖掘部件挖掘出的自然土和胶凝材料搅拌混合为加强土混合料，再将上述搅拌好的加强土混合料回填入挖掘自然土的地方，并由夯实部件对回填的浆料夯实。另外，所述胶凝材料的供应量与本地自然土的组分有关，施工人员应先对需挖掘的自然土的组分进行分析，分析出需挖掘的自然土的含水量、矿物质的成分以及颗粒大小等信息，根据自然土的分析信息供应不同比例的胶凝材料。In an embodiment of the reinforced earth construction device according to the present invention, the agitation member includes a mixing chamber and a stirring device, and the excavating member is connected to the agitating member through a hoist. Specifically, the hoist may be a sprocket structure. The sprocket structure is coupled to a conveying device that drives the movement; the cementing material supply member is directly coupled to the agitating member. The excavating member excavates the natural soil of the building itself according to the designed excavation size (including the depth and width of the excavation), and the excavated natural soil is lifted by the hoist and transported by the conveying device to the mixing chamber, the glue The condensed material supply member supplies the corresponding gelling material thereto according to the amount of natural soil in the mixing chamber. The agitating device mixes and mixes the natural soil and the cementing material excavated by the excavating component into the reinforcing soil mixture, and then backfills the agitated reinforcing soil mixture into the place where the natural soil is excavated, and the backfilled pulp is filled by the compacting component. It is expected to be solid. In addition, the supply amount of the cementing material is related to the composition of the local natural soil, and the constructor should first analyze the components of the natural soil to be excavated, and analyze the water content and mineral composition of the natural soil to be excavated. As well as information such as particle size, different proportions of cementitious materials are supplied according to the analysis information of natural soil.

向自然土中添加的胶凝材料的比例与土壤中水量有关，通常含水量越高添加的胶凝材料越少，但添加的胶凝材料的体积不超过自然土体积的50％。当自然土土壤处于饱墒状态，即其含水量为18.5％～20％时，添加的胶凝材料需占自然土体积的5％～10％，优选的，添加5％～8％的胶凝材料。当自然土土壤处于适墒状态，即其含水量为15.5％～18.5％时，添加的胶凝材料需占自然土体积的8％～15％，优选的，添加10％～13％的胶凝材料。当自然土土壤处于黄墒状态，即其含水量为12％～15％时，添加的胶凝材料需占自然土体积的20％～30％，优选的，添加23％～27％的胶凝材料。当自然土土壤处于干土状态，即其含水量在8％以下时，添加的胶凝材料需占自然土体积的30％～50％，优选的，添加35％～45％的胶凝材料。The proportion of cementitious material added to the natural soil is related to the amount of water in the soil. Generally, the higher the water content, the less gelling material is added, but the added gelling material does not exceed 50% of the natural soil volume. When the soil of the natural soil is in a saturated state, that is, the water content is 18.5% to 20%, the added cementing material needs to account for 5% to 10% of the natural soil volume. Preferably, 5% to 8% of the gelation is added. material. When the soil of the natural soil is in a suitable state, that is, the water content is 15.5% to 18.5%, the added cementing material needs to occupy 8% to 15% of the natural soil volume, and preferably, 10% to 13% of the gelation is added. material. When the soil of the natural soil is in the state of jaundice, that is, its water content When it is 12% to 15%, the added cementitious material needs to account for 20% to 30% of the natural soil volume, and preferably, 23% to 27% of the cementitious material is added. When the soil of the natural soil is in a dry soil state, that is, when the water content is below 8%, the added cementitious material needs to account for 30% to 50% of the volume of the natural soil, and preferably, 35% to 45% of the cementitious material is added.

向自然土中添加的胶凝材料的比例还与土壤中矿物质成分有关，本发明使用加强土施工装置构件房屋的土壤大概可以分为黏土、砂土等。当自然土为黏土时，其中矿物组分主要为膨润土(蒙脱土)、高岭石类或伊利石等成分时，且颗粒直径小于2um时，添加的胶凝材料需占自然土体积的2％～8％，优选的，添加3％～6％的胶凝材料。The proportion of the cementitious material added to the natural soil is also related to the mineral component in the soil. The soil of the present invention using the reinforced concrete construction device may be roughly classified into clay, sand, and the like. When the natural soil is clay, and the mineral component is mainly bentonite (montmorillonite), kaolinite or illite, and the particle diameter is less than 2um, the added cementitious material needs to occupy the volume of the natural soil. From 8% to 8%, preferably, 3% to 6% of a cementitious material is added.

根据上述装配式组合房屋插接墙板的变更例的结构示意图，上述装配式组合房屋具体搭建方法步骤2、3可以由以下步骤代替。According to the structural schematic diagram of the modified example of the above-mentioned assembled composite house plug wall panel, the

steps

2 and 3 of the above-mentioned assembled composite house concrete building method can be replaced by the following steps.

1、制作加强土：在准备建筑房屋的地方进行施工，利用制作加强土施工装置进行施工，所述加强土施工装置按照设计挖掘的尺寸(包括挖掘深度和宽度)进行自然土的挖掘，将挖掘出的自然土与胶凝材料供应部件供应的胶凝材料进行搅拌混合制备成加强土混合料，并对其进行夯实。1. Production of reinforced soil: construction is carried out in the place where the building is prepared, and construction is carried out by using the reinforced soil construction device. The reinforced soil construction device excavates the natural soil according to the size of the designed excavation (including the depth and width of the excavation). The natural soil and the gelling material supplied from the gelling material supply member are stirred and mixed to prepare a reinforced soil mixture, which is tamped.

2、安装U型金属构件：在所述加强土没有凝固前，按照图10或图11的方式利用所述固定金属钉将所述U型金属构件安装在所述加强土上，等待加强土凝固。2. Mounting a U-shaped metal member: before the reinforcing soil is not solidified, the U-shaped metal member is mounted on the reinforced soil by the fixing metal nail in the manner of FIG. 10 or FIG. 11, waiting for strengthening the solidification of the soil .

3、插接预制墙板：待加强土凝固后，将预制墙板***U型金属构件的凹槽内，并将与预制墙板成分相同的胶凝物质填充入所述预制墙板和凹槽的空隙内。 3. Inserting prefabricated wallboard: After the solidified soil is solidified, the prefabricated wallboard is inserted into the groove of the U-shaped metal member, and the same gelling substance as the prefabricated wallboard is filled into the prefabricated wallboard and the groove. Within the gap.

Claims

一种装配式组合房屋，包括基础、墙板、桁架、屋面板、连接筋和支撑构件，其特征在于：所述房屋的墙体由多个墙板拼接而成，每个墙板逐一插接在基础的凹槽内，所述墙板内沿其长度方向上设置有若干横向贯穿孔，用于插接连接筋，相邻墙板之间的贯穿孔对应设置；A fabricated composite house comprising a foundation, a wall panel, a truss, a roof panel, a connecting rib and a supporting member, wherein the wall of the house is formed by splicing a plurality of wall panels, and each wall panel is plugged one by one In the basic groove, a plurality of lateral through holes are arranged in the longitudinal direction of the wall panel for inserting the connecting ribs, and the through holes between the adjacent wall plates are correspondingly arranged;

所述支撑构件设置于墙体的连接处，其上具有穿过并固定连接筋的连接件；The support member is disposed at a joint of the wall body, and has a connecting member passing through and fixing the connecting rib thereon;

所述墙板侧边为凹槽结构；The side wall of the wall panel is a groove structure;

所述连接筋穿过墙体各墙板上对应的贯穿孔，其两端分别固定于墙体两侧的支撑构件上的连接件；其中，The connecting ribs pass through corresponding through holes of the wall panels of the wall, and the two ends of the connecting ribs are respectively fixed to the connecting members on the supporting members on both sides of the wall;

所述基础包括固定连接件和加强土；The foundation includes a fixed joint and a reinforcing soil;

所述加强土由房屋自身基础中的自然土与胶凝材料混合后制成。The reinforcing soil is made by mixing natural soil and cementitious material in the foundation of the house itself.
根据权利要求1所述的装配式组合房屋，其特征在于：所述固定连接件包括U型金属构件和金属钉；The fabricated modular house according to claim 1, wherein said fixed connecting member comprises a U-shaped metal member and a metal stud;

所述U型金属构件为具有U型凹槽且凹槽底部中心位置具有固定孔的结构；The U-shaped metal member is a structure having a U-shaped groove and having a fixing hole at a center position of the bottom of the groove;

所述U型金属构件的凹槽用于容纳所述墙板；a groove of the U-shaped metal member for accommodating the wall panel;

所述金属钉将所述U型金属构件与所述加强土固定连接。The metal nail securely connects the U-shaped metal member to the reinforcing soil.
根据权利要求2所述的装配式组合房屋，其特征在于：所述墙板***到所述U型金属构件的凹槽后，向所述墙板和凹槽的间隙内灌注胶凝材料。The fabricated composite house according to claim 2, wherein the wall panel is inserted into the recess of the U-shaped metal member, and the cement material is poured into the gap between the wall panel and the recess.
根据权利要求2所述的装配式组合房屋，其特征在于：所述胶凝材料包括55～65重量份的粉煤灰，15～20重量份的煅烧高岭土，15～20重量份的生石灰。The fabricated composite house according to claim 2, wherein said gelling material comprises 55 to 65 parts by weight of fly ash, 15 to 20 parts by weight of calcined kaolin, and 15 to 20 parts by weight of quicklime.
一种作为组合房屋的建筑基础的加强土的施工装置，其特征在于：能够将从房屋自身基础中获取的自然土与胶凝材料混合制成加强土。A construction apparatus for reinforcing soil which is a building foundation of a combined house, characterized in that natural soil obtained from the foundation of the house is mixed with a cementitious material to form a reinforcing soil.
根据权利要求5所述的加强土的施工装置，其特征在于： A reinforced soil construction apparatus according to claim 5, wherein:

包括搅拌部件和胶凝材料供应部件；Including a stirring member and a gelling material supply member;

所述胶凝材料供应部件能够向搅拌部件供应胶凝材料；The gelling material supply member is capable of supplying a gelling material to the agitating member;

所述搅拌部件能够将胶凝材料和自然土搅拌制成加强土混合料。The agitating member is capable of agitating the cementitious material and the natural soil to form a reinforced soil mixture.
根据权利要求6所述的加强土的施工装置，还包括：挖掘部件和输送部件；The reinforced soil construction apparatus according to claim 6, further comprising: an excavating member and a conveying member;

所述挖掘部件通过所述输送部件与所述搅拌部件相连接，所述胶凝材料供应部件与所述搅拌部件相连接；The excavating member is connected to the agitating member through the conveying member, and the gelling material supply member is connected to the agitating member;

所述挖掘部件能够挖掘房屋自身基础的自然土，所述挖掘出的自然土经输送部件输送至搅拌部件的搅拌仓中与胶凝材料混合成加强土混合料并回填回所述建筑基础中。The excavating member is capable of excavating the natural soil of the foundation of the house itself, and the excavated natural soil is conveyed to the agitating chamber of the agitating member and mixed with the cementing material to form a reinforcing soil mixture and backfilled back into the building foundation.
根据权利要求5-7中任一项所述的加强土的施工装置，还包括：夯实部件；能够对搅拌部件制成的加强土混合料进行夯实。A reinforced soil construction apparatus according to any one of claims 5 to 7, further comprising: a tamping member; tamping of the reinforced soil mixture made of the agitating member.
一种装配式组合房屋的建筑方法，包括以下步骤：A method of constructing a fabricated composite house comprising the following steps:

(1)制作加强土步骤：对房屋自身基础的自然土进行挖掘，同时胶凝材料供应部件向挖掘的自然土输送一定量的胶凝材料，通过搅拌部件进行搅拌制成加强土；(1) Steps of making soil reinforcement: excavating the natural soil of the foundation of the house, and at the same time, the cementing material supply component transports a certain amount of cementing material to the excavated natural soil, and is stirred by the stirring component to form the reinforcing soil;

(2)安装U型金属构件的步骤：将加强土进行找平，利用金属钉将U型金属构件与所述加强土固定连接；(2) a step of installing a U-shaped metal member: leveling the reinforcing soil, and fixing the U-shaped metal member to the reinforcing soil by using a metal nail;

(3)插接墙板的步骤：将墙板***到U型金属构件的凹槽内，并向墙板与凹槽的间隙内注入胶凝材料，制成墙体；(3) Step of inserting the wall panel: inserting the wall panel into the groove of the U-shaped metal member, and injecting a cementing material into the gap between the wall panel and the groove to form the wall;

(4)房屋组合步骤：在墙体上安装其他房屋构件。(4) Housing combination steps: Install other building components on the wall.
根据权利要求9所述的建筑方法，其特征在于：在制作加强土步骤中，挖掘部件挖掘所述自然土后通过输送部件输送至搅拌部件，所述胶凝材料供应部件向搅拌部件供应胶凝材料，搅拌部件对其进行搅拌形成加强土混合料。 The construction method according to claim 9, wherein in the step of producing the reinforced soil, the excavating member excavates the natural soil and then conveys it to the agitating member through the conveying member, and the gelling material supply member supplies the agitation member with gelation. The material is stirred by a stirring member to form a reinforced soil mixture.