CN102587693B

CN102587693B - Two-storey modular villa building and construction method thereof

Info

Publication number: CN102587693B
Application number: CN 201210061317
Authority: CN
Inventors: 沈汉杰
Original assignee: Individual
Current assignee: Individual
Priority date: 2012-03-09
Filing date: 2012-03-09
Publication date: 2013-10-23
Anticipated expiration: 2032-03-09
Also published as: CN102587693A

Abstract

Disclosed is a two-storey modular villa building and a construction method thereof. The villa building comprises a foundation, structural upright columns, a gable wall, longitudinal walls, floors and a roof. The structural upright columns are connected with the foundation, the gable wall and the longitudinal walls are connected with the structural upright columns, the floors and the roof are connected with the gable wall and the longitudinal walls, the gable wall comprises a first-storey gable wall and a second-storey gable wall, modular square plate walls are pieced together to form the first-storey gable wall, modular square plate walls and modular triangular plate walls are pieced together to form the second-storey gable wall, each longitudinal wall comprises a first-storey longitudinal wall and a second-storey longitudinal wall, modular square plate walls are pieced together to form the first-storey longitudinal walls and the second-storey longitudinal walls, each modular square plate wall comprises a square external inorganic plate, a square internal inorganic plate and vertical inorganic plate strips parallelly distributed between the square external inorganic plate and the square internal inorganic plate. The modular square plate walls are pieced together to form the first-storey walls and the second storey walls of the villa building, the first-storey walls and the second-storey walls are connected with the floors, so that a firm integral frame is formed and has quite high seismic resistance, and the integral weight of the villa building is greatly reduced.

Description

Two layers of villa of a kind of building module and job practices thereof

Technical field

The present invention relates to a kind of modular two layers of villa and job practices thereof.

Background technology

There is following shortcoming in existing two layers of villa.

1, the existing board-like villa of monolithic is installed complexity, and body of wall is installed first the fixedly keel of the vertical and horizontal of metope, and then the metope panel is installed, and the engineering time, long difficulty was large, and the keel use amount is also many, and strength of wall body is not high, and the surface accuracy of body of wall seam and body of wall is poor.For reaching the requirement of using function, only have the use amount that increases agent structure and materials for wall, one different multiple material combination of body of wall not only strengthened the construction and installation difficulty, and can't reach the purpose of Fast Installation.

2, the villa of the Sandwich board block formula of existing foam cement class, though the wall body structure of installation has improvement, unit area is relatively too heavy, every square reaches more than the 80kg, and the body of wall compressive strength of sandwiched plate or inadequate.Its body of wall is heavier, has strengthened difficulty of construction, and has increased the use amount of pillar and mounting framework, and exist the body of wall seam easily to ftracture and hidden leakage defect, and the rigid intensity of material itself is too large, and body of wall does not reach the requirement of earthquake resistance and prevention, also is unfavorable for carrying out large-area integral hoisting.

3, the villa of the light-weight laminboard of existing metal covering structure, although the weight of wallboard itself is lighter, but the resistance to compression of body of wall and impact resistance intensity difference, on the technological layer of wind resistance antidetonation and load-bearing, itself does not reach requirement body of wall, so on the structural requirement of supporting installation, often supporting materials'use amount is more.Simultaneously, the villa of metal covering structure exists because of floor or the insurmountable noise problem of body of wall vibrations generation.In addition, though the villa of metal wall construction has the electric leakage ground protection aspect power supply, or there be personal safety and the disaster hidden-trouble that produces because of the power supply electric leakage.

4, the villa of existing concrete frame and brick wall combination, poor seismic behavior, construction is complicated, transportation and cost of labor are very high, and the material resources consumption of body of wall is also many, is unfavorable for the implementation of energy-conserving and environment-protective, the house also can't the batch production formula produce, and also can't accomplish large-area integral hoisting.

Summary of the invention

The purpose of this invention is to provide two layers of villa of a kind of building module and job practices thereof, solve two layers of traditional villa the technical problem complicated, that the engineering time is long, difficulty of construction is large is installed; And solve traditional too heavy problem of two layers of villa body of wall; And solve the problem that two layers of traditional villa noise are large, electric leakage hidden danger is arranged; And solve two layers of traditional poor problem of villa shock resistance.

For achieving the above object, the present invention adopts following technical scheme: two layers of villa of a kind of building module, comprise ground, the structural upright that is connected with ground, the gable that is connected with structural upright and vertical wall, and with gable and floor and the roofing slab being connected wall and being connected, described floor is put together by the module floor, described roofing slab is assembled by the roof sandwiched plate, it is characterized in that: described ground comprises concrete and the reinforcing bar screw rod that is embedded in the concrete, ground adjustable platform steel plate, the bottom buckle of described reinforcing bar screw rod, the top of reinforcing bar screw rod is connected on the ground adjustable platform steel plate by adjustable nut, is distributed with four ground adjustable platform steel plate slotted holes on the described ground adjustable platform steel plate.

Described structural upright is the square-tube-shaped metal upright post that the bottom is provided with junction steel plate, the position of corresponding four ground adjustable platform steel plate slotted holes has four vertical four junction steel plate slotted holes relative to ground adjustable platform steel plate slotted hole on the described junction steel plate, there is the steel plate connecting bolt to pass ground adjustable platform steel plate slotted hole and junction steel plate slotted hole, ground adjustable platform steel plate and junction steel plate are linked together, also is provided with metallic supports and is connected shaped steel on the described square-tube-shaped metal upright post.

Described gable comprises one deck gable and two layers of gable, one deck gable is assembled by the square board wall of module, two layers of gable are assembled by the square board wall of module and module triangle board wall, described vertical wall comprises the vertical wall of one deck and two layers of vertical wall, and the vertical wall of one deck and two layers of vertical wall are assembled by the square board wall of module.

The square board wall of described module comprises square outer inorganic plate, square interior inorganic plate and be connected to square outer inorganic plate and square interior inorganic plate between the vertical inorganic lath that distributes of parallel interval, described vertical inorganic lath, square outer inorganic plate and square interior inorganic plate surround module square plate raglet in the upper edge of the square board wall of module, vertical inorganic lath, square outer inorganic plate and square interior inorganic plate surround the square board wall low groove of module, vertical inorganic lath in the lower edge of the square board wall of module, square outer inorganic plate and square interior inorganic plate surround the square board wall side of module groove in the left and right sides of the square board wall of module edge.

With being provided with the board wall joint pin between the two adjacent square board wall of module of layer, this board wall joint pin is clipped between the square board wall side of the module groove of two adjacent square board walls of module, and this board wall joint pin is connected by the square board wall of cement nail and module, this board wall joint pin comprise interior inorganic lath, outer inorganic lath and be clipped in interior inorganic lath and outer inorganic lath between the steel fibre reinforced concrete plate, and the top edge of steel fibre reinforced concrete plate and lower edge all are embedded with vertical inner thread sleeve.

Described module triangle board wall is by inorganic plate in the outer inorganic plate of triangle, the triangle and be connected to that the triangle metal support between the inorganic plate forms in the outer inorganic plate of triangle and the triangle, wherein two upside hypotenuses of the outer inorganic plate of triangle protrude from two upside hypotenuses of triangle metal support, and inorganic plate surrounds module triangle board wall low groove in the outer inorganic plate of the bottom of triangle metal support and triangle, the triangle.

Be provided with module triangle board wall tie-beam between described module triangle board wall and the square board wall of module, module triangle board wall tie-beam is clipped between the module square plate raglet of the module triangle board wall low groove of module triangle board wall and the square board wall of module, and module triangle board wall is connected board wall by self-tapping screw and module triangle board wall and is connected with module.

Be equipped with the metal bottom girder in the square board wall low groove of module of the square board wall low groove of module of described one deck gable wall bottom and the vertical wall wall of one deck bottom, and the metal bottom girder is also fixedly taken between the metallic supports that is placed on two adjacent square-tube-shaped metal upright posts, the square board wall of module that one deck gable is connected with one deck in the wall is connected with the metal bottom girder by self-tapping screw, and one deck gable is connected the board wall joint pin bottom in the wall with one deck vertical inner thread sleeve is connected with the metal bottom girder by the wall connecting bolt.

Be equipped with one deck wall connecting beam in the module square plate raglet at the vertical wall wall top of described one deck and the module square plate raglet at one deck gable wall top, the square board wall of module that one deck gable is connected with one deck in the wall is connected with one deck wall connecting beam by self-tapping screw.

Be placed with the wall connecting channel-section steel on described one deck wall connecting beam, and the wall connecting channel-section steel is connected between the connection shaped steel on two adjacent square-tube-shaped metal upright posts, the wall connecting channel-section steel also is connected with one deck wall connecting beam and one deck gable are connected the board wall joint pin top in the wall with one deck vertical inner thread sleeve by the wall connecting bolt, also be connected with the floor support beam that parallel interval distributes between the wall connecting channel-section steel on the vertical wall in two sides, described floor is placed on the floor support beam, and four limits of floor all are placed on the wall connecting channel-section steel.

Be equipped with two layers of wall connecting beam in the square board wall low groove of module of described two layers of vertical wall wall bottom and the square board wall low groove of module of two layers of gable wall bottom, two layers of vertical wall and two layers of gable all are placed on four limits of floor by two layers of wall connecting beam, two layers of gable is connected with two layers of wall connecting beam by self-tapping screw with the square board wall of module of being connected in layer vertical wall, two layers of gable with are connected the vertical inner thread sleeve of the board wall joint pin bottom in layer vertical wall and are connected with two layers of wall connecting beam, floor and wall connecting channel-section steel by the wall connecting bolt.

Be equipped with the structural upright joint pin in the square board wall side of the module groove of the left and right sides side of described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall, the structure of structural upright joint pin is identical with the structure of board wall joint pin, and the structural upright joint pin is connected by cement nail and one deck gable, two layers of gable, the vertical wall of one deck and layer vertical wall of being connected.

Be equipped with vertical receipts side plate between described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall and the square-tube-shaped metal upright post, the vertical receipts side plate that wherein is positioned at the wall outside is connected with the structural upright joint pin, also is connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail, between described one deck gable and the two layers of gable, be equipped with horizontal receipts side plate between the vertical wall of one deck and two layers of vertical wall, laterally receive side plate by self-tapping screw and one deck wall connecting beam with are connected a layer wall connecting beam and are connected.

Fixedly be erected with main bearing beam between the top of two layers of gable; Be provided with the high-low side girder in the module square plate raglet at two layers of vertical wall wall top, the square board wall of module in two layers of vertical wall is connected with the high-low side girder by self-tapping screw, the vertical inner thread sleeve at the board wall joint pin top in two layers of vertical wall is connected with the high-low side girder by the wall connecting bolt, described roofing slab is taken and is placed on main bearing beam and the high-low side girder, and roofing slab is connected with the high-low side girder with main bearing beam by self-tapping screw.

Be connected with horizontal inorganic plate bar between the upper end of described vertical inorganic lath, be connected with lower horizontal inorganic plate bar between the lower end of vertical inorganic lath.

Described module triangle board wall tie-beam is comprised of upper tie-beam and lower tie-beam, described upper tie-beam is connected in the module triangle board wall low groove of module triangle board wall by self-tapping screw, described lower tie-beam is connected to by self-tapping screw in the module square plate raglet of the square board wall of module, and upper tie-beam and lower tie-beam are connected together.

Described floor support beam comprise metal cross bar, lower metal cross bar and be connected to the metal cross bar and lower metal cross bar between metal connecting piece.

Described module floor comprise inorganic panel layer, lower inorganic panel layer and be clipped in inorganic panel layer and lower inorganic panel layer between the steel fibre reinforced concrete layer.

Described roof sandwiched plate comprise outer metal decking, inorganic base plate and be connected to outer metal decking and inorganic base plate between thermal insulation cotton, a wherein side side of described outer metal decking is provided with the L shaped mouth of taking that overlaps mutually with adjacent roof sandwiched plate, the upper surface of outer metal decking be provided with adjacent roof sandwiched plate on L shapedly take a mouthful corresponding hook groove.

The job practices of two layers of villa of a kind of described building module, it is characterized in that step is as follows: step 1, the ground of constructing on the ground, four holes namely are set on ground, in the hole, lay reinforcing bar screw rod and steel mesh reinforcement, then concreting, bottom and the steel mesh reinforcement of reinforcing bar screw rod all are embedded in the concrete, then install ground adjustable platform steel plate by adjustable nut at the reinforcing bar screw rod.

Step 2, by on the ground adjustable platform steel plate of steel plate connecting bolt in four holes the square-tube-shaped metal upright post being installed all.

The vertical wall of step 3, lifting one deck gable and one deck is connected firmly the vertical wall of one deck gable and one deck and square-tube-shaped metal upright post.

Step 4, be connected on the wall connecting wall with one deck at one deck gable and connect channel-section steel, between the wall connecting channel-section steel of the vertical wall in two sides, connect floor support beam, make the upper surface of floor support beam equal with the upper surface of wall connecting channel-section steel.

Step 5, lay the module floor at wall connecting channel-section steel and floor support beam, finally form floor.

Step 6, lay waterproof pad in the position that floor is placed two layers of gable and two layers of vertical wall.

Step 7, at two layers of gable of waterproof pad lifting and two layers of vertical wall.

Step 8, between the two layers of gable in two sides, lift main bearing beam.

Step 9, lay roofing slab in main bearing beam and high-low side girder.

Step 10, between square-tube-shaped metal upright post and one deck gable, two layers of gable, the vertical wall of one decks and two layers of vertical wall, vertical receipts side plate is set, makes the vertical receipts side plate that is positioned at the wall outside be connected with the structural upright joint pin, be connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail; Between one deck gable and the two layers of gable and between the vertical wall of one deck and two layers of vertical wall horizontal receipts side plate is being set all, and make horizontal receipts side plate by self-tapping screw and one deck wall connecting beam with are connected a layer wall connecting beam and are connected; The square board wall of module and laterally the longitudinal seam place between the adjacent square board wall of module adopt the bouncing putty joint filling, in vertical seam crossing employing bouncing putty joint filling of receiving between side plate and the square board wall of module.

Step 11, tighten up adjustable nut and steel plate connecting bolt in the ground, then concreting all is embedded in the concrete top, ground adjustable platform steel plate and the junction steel plate of reinforcing bar screw rod.

One deck gable in the described step 3 is identical with the preparation method of the vertical wall of one deck, all has following two kinds.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom fixed placement metal bottom girder, and pass the metal bottom girder, be threaded fixed placement one deck wall connecting beam in the module square plate raglet at module combinations body of wall wall top with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom fixed placement metal bottom girder, and pass the metal bottom girder, be threaded fixed placement one deck wall connecting beam in the module square plate raglet at module combinations body of wall wall top with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt.

The preparation method of two layers of vertical wall in the described step 7 has following two kinds.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, pass two layers of wall connecting beam, be threaded with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt, in the module square plate raglet at module combinations body of wall wall top, place the high-low side girder, pass the high-low side girder, be threaded with the vertical inner thread sleeve at board wall joint pin top in the module combinations body of wall with the wall connecting bolt.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, pass two layers of wall connecting beam, be threaded with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt, in the module square plate raglet at module combinations body of wall wall top, place the high-low side girder, pass the high-low side girder, be threaded with the vertical inner thread sleeve at board wall joint pin top in the module combinations body of wall with the wall connecting bolt.

The preparation method of two layers of gable in the described step 7 has following two kinds.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, with the wall connecting bolt pass two layers of wall connecting beam, with the module combinations body of wall in the board wall joint pin bottom vertical inner thread sleeve be threaded; Step e, with module triangle board wall tie-beam module triangle board wall is connected to the wall top of module combinations body of wall, finally forms two layers of gable.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, with the wall connecting bolt pass two layers of wall connecting beam, with the module combinations body of wall in the board wall joint pin bottom vertical inner thread sleeve be threaded; Step f, with module triangle board wall tie-beam module triangle board wall is connected to the wall top of module combinations body of wall, finally forms two layers of gable.

Compared with prior art the present invention has following characteristics and beneficial effect: villa of the present invention is a kind of environmental protection and energy saving villa, its installation is simple, construct pollution-free, be dry operation, operation under the environment of water power can not had, the body of wall top and bottom adopt self-tapping screw to connect the location, and surface of wall can directly glue wallpaper or swabbing.

One deck body of wall of described villa and two layers of body of wall all adopt the square board wall of module to be spliced, and one deck body of wall and two layers of body of wall and floor be connected to each other, and have formed firm frame type whole, very antidetonation; The square board wall of module be adopt do not absorb water, sound insulation, environmental protection, fire-proof high-temperature resistant, can be soaked the crashworthiness inorganic plate be made, intensity is large, can resist the bump of violent typhoon and external force.Vertical inorganic lath in the square board wall of module forms some vertical straight-through empty bodies not of uniform size to the body of wall interior separation, the overall weight in house is alleviated greatly, make villa when building, save a large amount of cost of transportation, cost of labor and raw material use cost.

The square board wall of described module is to adopt environmental protection, reproducible raw material produce, the body of wall light unit weight, the raw material consumption seldom, so can accomplish the large tracts of land integral hoisting (for instance, 7 meters long, 3 meters high together, gross thickness are that the gross weight of the wall of 100mm only has about 700kg, so the loop wheel machine hoist cable can directly lift by crane large-area like this one integral wall, and guarantee that surface of wall bending can not occur, distortion, breakage, the phenomenons such as gaping of joints), just had advantages of therefore that also installation is simple, the engineering time is short, difficulty of construction is little.The square board wall body of wall of the module that the square board wall of module pieces together can be fire wall, party wall, partition wall or exterior wall, by correlated performance authentication (such as the detection of body of wall shock resistance, body of wall hanging force Performance Detection, body of wall compressive strength Performance Detection, the detection of body of wall fire resistance, moistureproof and the detection that do not absorb water, environmental protection and sound insulation detection etc.), performance can reach instructions for use fully.

For instance, when the body of wall gross thickness is 100mm, when simultaneously the square outer inorganic plate in the body of wall and square interior inorganic plate adopt the thick inorganic plate of 9mm, its fire-resistant timeliness was above 50 minutes, when vertically straight-through empty body is filled with anti-guncotton in the inside of the module combinations body of wall of this thickness, the fire-resistant timeliness of body of wall surpasses 150 minutes, thermal transmittance 0.65w/ (㎡ .k) below, sound insulation is more than 45 decibels.

The square board wall of described module is stitched together by the board wall joint pin and forms the module combinations body of wall, has simply, advantage firmly and closely.Described structural upright is the main load-bearing pillar in house, employing be the metal material of load-bearing, the periphery of structural upright is by the inorganic plate of fire-proof high-temperature resistant parcel.

Metal bottom girder and one deck wall connecting beam in the vertical wall of described one deck gable and one deck are the square hollow metals of an entire length, the square-tube-shaped metal upright post forms mutually the stressed wall frame of load-bearing in metal bottom girder and one deck wall connecting beam both sides and with metal bottom girder and one deck wall connecting beam, two opposite side of the module combinations body of wall that is combined into by the square board wall of module are parallel to each other, four limits are mutually the right angle, guaranteed the installation accuracy between module combinations body of wall and the side cross tube shape metal upright post, make the even load-bearing of framework energy of module combinations body of wall stressed, between the long side cross tube shape metal upright post of horizontal span, the structure of module combinations body of wall can reduce the quantity of structural upright and the use amount of supplementary material thereof, reduce the difficulty of construction, improve the efficient of construction.

Described two layers of vertical wall are by two layers of wall connecting beam, high-low side girder and module combinations wall connecting form, the high-low side girder is the high-low side that the C mouth makes progress, the high-low side of high-low side girder is relative with the height of the roof sandwiched plate of the high infraversion malposition of two layers of vertical wall upper end, on the high-low side girder that rides over two layers of vertical wall that the base plate of roof sandwiched plate directly tilts, employing from top to bottom is connected the roof sandwiched plate with the self-tapping screw of weather-proof collision mat with the high-low side girder, the mode of this high infraversion malposition makes roof sandwiched plate and being connected of module combinations body of wall simpler more firm tightr, reduces and the intractability of seam between two layers of module combinations body of wall and the roof sandwiched plate when avoiding secondary to decorate.

Described one deck gable, two layers of gable, board wall joint pin in the vertical wall of one deck and the two layers of vertical wall and structural upright joint pin are by vertical inner thread sleeve and wall connecting bolt and metal bottom girder, one deck wall connecting beam, the wall connecting channel-section steel, two layers of wall connecting beam are connected with the high-low side girder, this syndeton makes one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall and floor are connected to each other tight lock, one deck gable, two layers of gable, therefore connect into for a firm frame type wall between the vertical wall of one deck and two layers of vertical wall, reach load-bearing, Anti-Typhoon, the earthquake resistance and prevention requirement.

Adopt mode of the present invention to be connected between the square board wall of described module and the module triangle board wall, can guarantee that chucking is locked mutually between the two, the syndeton of all fixing up and down before and after forming, connecting sewing between can be the more firm module triangle board wall of this mode and the square board wall of module, when roofing slab be subject to wind to upper pulling force the time stressed frame connecting structure between module triangle board wall and the square board wall of module, avoided complete stressed in the metope shortcoming of body of wall, when arbitrary position of the metope at the connecting sewing place between module triangle board wall and the square board wall of module is subject to external force collision, can guarantee that the metope edge can be not damaged or break.

Described one deck gable is connected the wall connecting channel-section steel at wall top with one deck vertical side is the crossbeam that is connected with floor support beam, the beam action of floor support is thickness and the weight that reduces the module floor, the use amount that saves material, guarantee simultaneously weight-bearing function and the instructions for use of module floor, between the base of wall connecting channel-section steel and one deck wall connecting beam Shockproof gasket is arranged, Shockproof gasket plays antihunt action, can reduce and prevent because of external force the vibrations that the module floor produces to be directly delivered to the module combinations body of wall.

Seam between about described module floor and horizontal adjacent block floor is to adopt cast-in-situ concrete to be connected to seal; the whole steadiness of Effective Raise module floor more; solve and stop the leakage problems of floor; the module floor comprises inorganic panel layer; lower inorganic panel layer and steel fibre reinforced concrete layer; because inorganic plate does not absorb water and moisture-proof role; can directly lay wood flooring; reduce secondary trimming cost and the inventory charge on floor ground; inorganic plate is high temperature resistant; so in the time of also can protecting because of lower floor's breaking out of fire to the structural damage of upper floor board concrete; increase the safety factor of floor, minimizing causes damage to property because of fire.

The main bearing beam of described carrying roof sandwiched plate is connected with the hypotenuse that the right and left of module triangle board wall tilts, described main bearing beam adopts C type section bar, per two C type section bars are one group, every group C type section bar open is relative or web is relative, and arrangement can reduce materials'use amount and the weight of main bearing beam like this.

The L shaped mouth of taking that protrudes from insulation layer and base plate is arranged on the outer metal decking of described roof sandwiched plate, the L shaped mouth of taking of roof sandwiched plate is overlapped on it on the outer metal decking of adjacent roof sandwiched plate, and this connected mode can prevent the connecting sewing place seepage of roof sandwiched plate.The inorganic floor spacer of roof sandwiched plate, can reduce and prevent affects heat insulation effect because of the heat transmission of metal material, increase heat insulating coefficient, inorganic backplate surface can be covered with paint, lacquer, colour wash, etc. and die simultaneously, increase indoor sense organ, the external surface of outer metal decking has multilayer grains of sand shape weather-resistant coating face, not only can increase the appearance looks elegant of roof sandwiched plate, but also can increase and guarantee the application life of roof sandwiched plate.

Ground of the present invention is adjustable, can solve the house in installation process, the scale error that exists of foundation, guaranteed the smooth installation in house.Described ground adjustable platform steel plate is regulated height and levelness by threaded reinforcing bar screw rod and adjustable nut, also have junction steel plate slotted hole and ground adjustable platform steel plate slotted hole to be used for calibrating the position, four limits of all directions on junction steel plate and the ground adjustable platform steel plate, guaranteed the installation accuracy between body of wall and roofing slab and the head tree.

Description of drawings

The present invention will be further described in detail below in conjunction with accompanying drawing.

Fig. 1 is that master of the present invention looks schematic diagram.

Fig. 2 is that schematic diagram is looked on the right side of Fig. 1.

Fig. 3 is the schematic diagram that structural upright is connected with ground.

Fig. 4 is the schematic diagram that ground adjustable platform steel plate cooperates with junction steel plate.

Fig. 5 is that the master of the square board wall of module looks schematic diagram.

Fig. 6 is that schematic diagram is looked on the right side of Fig. 5.

Fig. 7 is the schematic top plan view of Fig. 5.

Fig. 8 is the schematic diagram that the adjacent square board wall of module connects.

Fig. 9 is the main TV structure schematic diagram of board wall joint pin.

Figure 10 is the schematic top plan view of Fig. 9.

Figure 11 is that the master of module triangle board wall looks schematic diagram.

Figure 12 is that schematic diagram is looked on the right side of Figure 11.

Figure 13 is that vertical wall is in the cross-sectional schematic at board wall joint pin place.

Figure 14 is that vertical wall is in the cross-sectional schematic at the square board wall of module place.

Figure 15 is that gable is in the cross-sectional schematic at the square board wall of module place.

Figure 16 is the schematic diagram at villa external corner place.

Figure 17 schematic diagram that to be the vertical wall of one deck gable or one deck be connected with the metal bottom girder with the square-tube-shaped metal upright post.

Figure 18 is that the square-tube-shaped metal upright post is looked schematic diagram with the master who is connected the shaped steel connection.

Figure 19 is square-tube-shaped metal upright post and the schematic top plan view that is connected the shaped steel connection.

Figure 20 is the schematic diagram that two layers of gable cooperate with roofing slab and structural upright.

Figure 21 is the schematic diagram of the floor that is combined into by the module floor.

Figure 22 is the schematic diagram that roof sandwiched plate and roof sandwiched plate are connected.

The square outer inorganic plate of Reference numeral: 1-, the square interior inorganic plate of 2-, the vertical inorganic lath of 3-, 4-module square plate raglet, the square board wall low groove of 5-module, the square board wall side of 6-module groove, 7-board wall joint pin, 7.1-interior inorganic lath, 7.2-outer inorganic lath, 7.3-steel fibre reinforced concrete plate, 7.4-vertical inner thread sleeve, the outer inorganic plate of 8-triangle, inorganic plate in the 9-triangle, 10-triangle metal support, 11-triangle board wall low groove, the upper tie-beam of 12-, tie-beam under the 13-, 14-square-tube-shaped metal upright post, the 15-metallic supports, 16-metal bottom girder, 17-structural upright joint pin, the 18-main bearing beam, 19-high-low side girder, the 20-self-tapping screw, 21-ground adjustable platform steel plate, 21.1-ground adjustable platform steel plate slotted hole, 22-reinforcing bar screw rod, the 23-adjustable nut, the 24-concrete, the 25-junction steel plate, 25.1-junction steel plate slotted hole, the outer metal decking of 26-, 26.1-L shape is taken mouth, 26.2-hook groove, the inorganic base plate of 27-, the 28-thermal insulation is cotton, 29-vertically receives side plate, the 30-steel mesh reinforcement, 31-steel plate connecting bolt, the upper horizontal inorganic plate bar of 32-, horizontal inorganic plate bar under the 33-, the 34-roofing slab, the square board wall of 35-module, 36-module triangle board wall, the 37-floor, 38-one deck wall connecting beam, 39-wall connecting channel-section steel, 40-connects shaped steel, 41-floor support beam, 41.1-upper metal cross bar, 41.2-lower metal cross bar, 41.3-metal connecting piece, two layers of wall connecting beam of 42-, 43-wall connecting bolt, the upper inorganic panel layer of 44-, inorganic panel layer under the 45-, 46-steel fibre reinforced concrete layer, 47-laterally receives side plate, the 48-cement nail.

The specific embodiment

Embodiment is referring to Fig. 1, shown in Figure 2, two layers of villa of this building module, the gable that comprise ground, the structural upright that is connected with ground, is connected with structural upright be connected wall and with gable and floor and the roofing slab 34 being connected wall and being connected, described floor is put together by the module floor, and described roofing slab 34 is assembled by the roof sandwiched plate.

Referring to Fig. 3, Fig. 4, described ground comprises concrete 24 and the reinforcing bar screw rod 22, the ground adjustable platform steel plate 21 that are embedded in the concrete, the bottom buckle of described reinforcing bar screw rod 22, the top of reinforcing bar screw rod 22 is connected on the ground adjustable platform steel plate 21 by adjustable nut 23, is distributed with four ground adjustable platform steel plate slotted holes 21.1 on the described ground adjustable platform steel plate 21.

Referring to Fig. 1-4, Figure 18, Figure 19, described structural upright is that the bottom is provided with junction steel plate 25, square-tube-shaped metal upright post 14, the position of corresponding four ground adjustable platform steel plate slotted holes 21.1 has four vertical four junction steel plate slotted holes 25.1 relative to ground adjustable platform steel plate slotted hole on the described junction steel plate 25, there is steel plate connecting bolt 31 to pass ground adjustable platform steel plate slotted hole 21.1 and junction steel plate slotted hole 25.1, ground adjustable platform steel plate 21 and junction steel plate 25 are linked together, also be provided with metallic supports 15 on the described square-tube-shaped metal upright post 14 and be connected shaped steel 40.

Referring to Fig. 1, Fig. 2, described gable comprises one deck gable and two layers of gable, one deck gable is assembled by the square board wall of module 35, two layers of gable are assembled by the square board wall 35 of module and module triangle board wall 36, described vertical wall comprises the vertical wall of one deck and two layers of vertical wall, and the vertical wall of one deck and two layers of vertical wall are assembled by the square board wall of module 35.Can reserve door and window hole on described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall, the edge of door and window hole has the metal joist envelope flat.

Referring to Fig. 5-7, the square board wall of described module comprises square outer inorganic plate 1, square interior inorganic plate 2 and be connected to square outer inorganic plate and square interior inorganic plate between the vertical inorganic lath 3 that distributes of parallel interval, described vertical inorganic lath 3, square outer inorganic plate 1 and square interior inorganic plate 2 surround module square plate raglet 4 in the upper edge of the square board wall of module, vertical inorganic lath 3, square outer inorganic plate 1 and square interior inorganic plate 2 surround the square board wall low groove 5 of module in the lower edge of the square board wall of module, vertical inorganic lath 3, square outer inorganic plate 1 and square interior inorganic plate 2 surround the square board wall side of module groove 6 in the left and right sides of the square board wall of module edge.Be connected with horizontal inorganic plate bar 32 between the upper end of described vertical inorganic lath 3, be connected with lower horizontal inorganic plate bar 33 between the lower end of vertical inorganic lath 3.

Referring to Fig. 8-10, with being provided with board wall joint pin 7 between the two adjacent square board wall of module of layer, this board wall joint pin 7 is clipped between the square board wall side of the module groove 6 of two adjacent square board walls 1 of module, and this board wall joint pin 7 is connected with the square board wall of module by cement nail 48, this board wall joint pin 7 comprise interior inorganic lath 7.1, outer inorganic lath 7.2 and be clipped in interior inorganic lath and outer inorganic lath between steel fibre reinforced concrete plate 7.3, and the top edge of steel fibre reinforced concrete plate 7.3 and lower edge all are embedded with vertical inner thread sleeve 7.4.Described vertical inner thread sleeve is welded and fused through reinforcing bar, the steel mesh reinforcement colligation in reinforcing bar and the steel fibre reinforced concrete plate, vertical inner thread sleeve external form is square, in bolt hole is arranged.

Referring to Figure 11, Figure 12, described module triangle board wall is by inorganic plate 9 in the outer inorganic plate 8 of triangle, the triangle and be connected to that the triangle metal support 10 between the inorganic plate forms in the outer inorganic plate of triangle and the triangle, wherein two upside hypotenuses of the outer inorganic plate 8 of triangle protrude from two upside hypotenuses of triangle metal support 10, and inorganic plate 9 surrounds module triangle board wall low groove 11 in the outer inorganic plate 8 of the bottom of triangle metal support 10 and triangle, the triangle.

Referring to Figure 11, Figure 12, Figure 15, be provided with module triangle board wall tie-beam between described module triangle board wall and the square board wall of module, module triangle board wall tie-beam is clipped between the module square plate raglet 4 of the module triangle board wall low groove 11 of module triangle board wall and the square board wall of module, and module triangle board wall is connected board wall by self-tapping screw and module triangle board wall and is connected with module.Described module triangle board wall tie-beam is comprised of upper tie-beam 12 and lower tie-beam 13, upper tie-beam 12 is connected together with lower tie-beam 13, upper tie-beam 12 is connected in the module triangle board wall low groove 11 of module triangle board wall by self-tapping screw 20, lower tie-beam 13 is connected in the module square plate raglet 4 of the square board wall of module by self-tapping screw, in addition, lower tie-beam 13 also is connected by the vertical inner thread sleeve at the board wall joint pin top in wall connecting bolt and the two layers of gable.

Referring to Figure 13-15, Figure 17, be equipped with metal bottom girder 16 in the square board wall low groove of module of the square board wall low groove of module of described one deck gable wall bottom and the vertical wall wall of one deck bottom, and metal bottom girder 16 is also fixedly taken between the metallic supports 15 that is placed on two adjacent square-tube-shaped metal upright posts 14, the square board wall of module that one deck gable is connected with one deck in the wall is connected with metal bottom girder 16 by self-tapping screw, and one deck gable is connected board wall joint pin 7 bottoms in the wall with one deck vertical inner thread sleeve 7.4 is connected with metal bottom girder 16 by wall connecting bolt 43.

Referring to Figure 13-15, Figure 17, be equipped with one deck wall connecting beam 38 in the module square plate raglet at the vertical wall wall top of described one deck and the module square plate raglet at one deck gable wall top, the square board wall of module that one deck gable is connected with one deck in the wall is connected with one deck wall connecting beam 38 by self-tapping screw.

Referring to Figure 14, Figure 15, be placed with wall connecting channel-section steel 39 on described one deck wall connecting beam 38, and wall connecting channel-section steel 39 is connected between the connection shaped steel 40 on two adjacent square-tube-shaped metal upright posts 14, wall connecting channel-section steel 39 is also by wall connecting bolt 43 and one deck wall connecting beam 38, and one deck gable is connected vertical inner thread sleeve 7.4 connections at board wall joint pin 7 tops in the wall with one deck, also be connected with the floor support beam 41 that parallel interval distributes between the wall connecting channel-section steel on the vertical wall in two sides, described floor 37 is placed on the floor support beam 41, and four limits of floor 37 all are placed on the wall connecting channel-section steel 39.Be provided with crash roll between described wall connecting channel-section steel and one deck wall connecting beam, described floor support beam 41 comprise metal cross bar 41.1, lower metal cross bar 41.2 and be connected to the metal cross bar and lower metal cross bar between metal connecting piece 41.3.Metal connecting piece in the described floor support beam comprises several W type metal connecting pieces and the vertical metal square tube that is positioned at metal cross bar, lower metal cross bar two ends, and there is the through hole of running through the side of vertical metal square tube, and is used for being connected with the wall connecting channel-section steel.

Referring to Figure 13-15, be equipped with two layers of wall connecting beam 42 in the square board wall low groove of module of described two layers of vertical wall wall bottom and the square board wall low groove of module of two layers of gable wall bottom, two layers of vertical wall and two layers of gable all are placed on four limits of floor 37 by two layers of wall connecting beam 42, two layers of gable is connected with two layers of wall connecting beam 42 by self-tapping screw with the square board wall of module of being connected in layer vertical wall, and the vertical inner thread sleeve 7.4 of board wall joint pin 7 bottoms in two layers of gable and the two layers of vertical wall is by wall connecting bolt 43 and two layers of wall connecting beam 42, floor 37 is connected connection with the wall connecting channel-section steel.Lay the waterproof pad sealing between described two layers of gable and two layers of vertical wall and the floor.

Referring to Figure 16, Figure 20, be equipped with structural upright joint pin 17 in the square board wall side of the module groove of the left and right sides side of described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall, the structure of structural upright joint pin is identical with the structure of board wall joint pin, and structural upright joint pin 17 is connected by cement nail and one deck gable, two layers of gable, the vertical wall of one deck and layer vertical wall of being connected.

Referring to Fig. 1, Fig. 2, Figure 16, be equipped with vertical receipts side plate 29 between described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall and the square-tube-shaped metal upright post 14, the vertical receipts side plate that wherein is positioned at outside the wall is connected with the structural upright joint pin, also is connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail.Referring to Figure 13-15, between described one deck gable and the two layers of gable, be equipped with horizontal receipts side plate 47 between the vertical wall of one deck and two layers of vertical wall, laterally receive side plate 47 by self-tapping screw and one deck wall connecting beam 38 with are connected a layer wall connecting beam 42 and are connected.

Referring to Figure 13-15, Figure 20 fixedly is erected with main bearing beam 18 between the top of two layers of gable; Be provided with high-low side girder 19 in the module square plate raglet 4 at two layers of vertical wall wall top, the square board wall of module in two layers of vertical wall is connected with high-low side girder 19 by self-tapping screw, the vertical inner thread sleeve 7.4 at board wall joint pin 7 tops in two layers of vertical wall is connected with high-low side girder 19 by wall connecting bolt 43, described roofing slab is taken and is placed on main bearing beam 18 and the high-low side girder 19, and roofing slab is connected with the high-low side girder with main bearing beam 18 by self-tapping screw and is connected.The two ends of described high-low side girder protrude from the both sides of module combinations body of wall.

Referring to Figure 14, Figure 21, described module floor comprise inorganic panel layer 44, lower inorganic panel layer 45 and be clipped in inorganic panel layer and lower inorganic panel layer between steel fibre reinforced concrete layer 46.

Referring to Figure 22, described roof sandwiched plate comprise outer metal decking 26, inorganic base plate 27 and be connected to outer metal decking and inorganic base plate between thermal insulation cotton 28, a wherein side side of described outer metal decking 26 is provided with adjacent roof sandwiched plate overlaps mutually and L shapedly takes mouthfuls 26.1, the upper surface of outer metal decking 26 be provided with adjacent roof sandwiched plate on the L shaped mouthful corresponding hook groove 26.2 of taking.

Between described board wall joint pin 7 and the square board wall of module, between the square board wall of structural upright joint pin 17 and module, between structural upright joint pin 17 and the square-tube-shaped metal upright post 14, the vertical receipts between side plate 29 and the square-tube-shaped metal upright post 14, the vertical receipts between side plate 29 and the structural upright joint pin 17, between module triangle board wall tie-beam and the module triangle board wall, between module triangle board wall tie-beam and the square board wall of module, between the square board wall of metal bottom girder 16 and module, between one deck wall connecting beam 38 and the square board wall of module, between two layers of wall connecting beam 42 and the square board wall of module, and all there is adhesive to reinforce between high-low side girder 19 and the square board wall of module.

The job practices of two layers of villa of described building module, its step is as follows.

Step 1, the ground of constructing on the ground, four holes namely are set on ground, in the hole, lay reinforcing bar screw rod 22 and steel mesh reinforcement 30, then concreting, bottom and the steel mesh reinforcement 30 of reinforcing bar screw rod 22 all are embedded in the concrete, then install ground adjustable platform steel plate 21 by adjustable nut 23 at reinforcing bar screw rod 22.

Step 2, by on the ground adjustable platform steel plate of steel plate connecting bolt 31 in four holes square-tube-shaped metal upright post 14 being installed all.Specifically, be exactly first the junction steel plate of square-tube-shaped metal upright post bottom to be placed on the ground adjustable platform steel plate, adopt the steel plate connecting bolt pass from bottom to top ground adjustable platform steel plate slotted hole on the ground adjustable platform steel plate and the junction steel plate slotted hole on the junction steel plate, with ground adjustable platform steel plate and temporary fixed, regulate the height of ground adjustable platform steel plate by adjustable nut, adjust thus the maxi-mum height of square-tube-shaped metal upright post, then tighten up adjustable nut.Profit installs all square-tube-shaped metal upright posts in the same way, make between square-tube-shaped metal upright post and the square-tube-shaped metal upright post certain distance is apart arranged, relative connection shaped steel and metallic supports are set on the square-tube-shaped metal upright post between the adjacent square-tube-shaped metal upright post, but form mutually relatively and the peripheral head tree of bead angle between the square-tube-shaped metal upright post.

The vertical wall of step 3, lifting one deck gable and one deck is connected firmly the vertical wall of one deck gable and one deck and square-tube-shaped metal upright post 14.Specifically, exactly the bottom of the vertical wall of one deck gable and one deck is positioned on the metallic supports on the square-tube-shaped metal upright post, one deck gable is connected the wall connecting channel-section steel of coping with one deck interior recess is stuck on the connection shaped steel on the square-tube-shaped metal upright post, in the present embodiment, connection shaped steel is channel-section steel.

Step 4, be connected on the wall connecting wall with one deck at one deck gable and connect channel-section steel 39, between the wall connecting channel-section steel 39 of the vertical wall in two sides, connect floor support beam 41, make the upper surface of floor support beam 41 equal with the upper surface of wall connecting channel-section steel 39.In the present embodiment, floor support beam 41 adopts bolt to be connected with wall connecting channel-section steel 39.

Step 5, lay the module floors at wall connecting channel-section steel 39 and floor support beam 41, finally form floor 37.Specifically, exactly after the installation of floor support beam, on floor support beam, lay the module floor, the length of the wall connecting channel-section steel 39 on the length of module floor and the vertical wall is identical, the module floor is provided with the clear opening that runs through the module floor, clear opening be used for the wall connecting channel-section steel with are connected a layer wall connecting beam and are connected usefulness.The seam crossing of the lower inorganic panel layer of two adjacent module floors adopts the water-proof sealing rubber strip joint filling, steel mesh reinforcement colligation in the steel fibre reinforced concrete layer of two adjacent module floors together, seam crossing between the steel fibre reinforced concrete layer of two adjacent module floors adopts cast-in-situ concrete to connect, reserve the room between module floor and the square-tube-shaped metal upright post, the seam crossing between module floor and the square-tube-shaped metal upright post is used the cement joint filling after filling out the waterproof sliver again.

Step 6, lay waterproof pad in the position that floor 37 is placed two layers of gable and two layers of vertical wall.

Step 8, between the two layers of gable in two sides the lifting main bearing beam 18.

Step 9, lay roofing slab in main bearing beam and high-low side girder.Be exactly to lift the roof sandwiched plate specifically, after finishing two layers of gable and two layers of vertical wall, roof sandwiched plate support C type beam longitudinal length is across between the horizontal relative twice gable of longitudinal direction, the base of C type beam is overlapped on the hypotenuse of gable triangular form metallic support the right and left inclination, parallel uniform separating between C type beam longitudinal length direction is horizontal, on the inclination hypotenuse of the transversely arranged the right and left in the triangular form metallic support of some C type beam longitudinal length directions, laterally take the C mouth back of the body back to the C beam of C mouth and C beam is arranged as organizing between the adjacent C type beam, adopting self tapping spare to pass from top to bottom C type beam base is connected with the hypotenuse that triangular form metallic support the right and left tilts, the longitudinal direction of roof sandwiched plate lateral length is from being arranged in as far as nearly overlap joint on the C type beam, the L-type overlap edge transverse lap of a rear roof sandwiched plate is on the m type limit of the horizontal outer metal decking projection of last roof sandwiched plate, roof sandwiched plate laterally in left and right sides some arrangements of longitudinal direction connects, the roof sandwiched plate is connected with C type beam, be connected with thermal insulation in the protrusion top of adopting self tapping spare to pass outer metal decking and inorganic base plate is connected with the upper horizontal edge of roofing slab C type beam, roofing slab connects, vertically piece together tight seam crossing between laterally about adjacent roof sandwiched plate, curved semicircle metal sheet covers outward in adopting, adopting self tapping spare to pass semicircle metal sheet is connected the cotton and inorganic base plate of outer metal sheet and thermal insulation and is connected with the upper horizontal edge of roofing slab C type beam with protrusion, roof sandwiched plate and two layers of module combinations body of wall, the protrusion top of adopting self tapping spare to pass outer metal decking be connected with thermal insulation and inorganic base plate and two layers of module combinations body of wall on the flash of end floor beam be connected, the protrusion top of adopting self tapping spare to pass outer metal decking be connected with thermal insulation and inorganic base plate and two layers of module combinations body of wall on the low limit of end floor beam be connected, self tapping spare is with weather-proof sealing washer.

Step 10, between square-tube-shaped metal upright post 14 and one deck gable, two layers of gable, the vertical wall of one decks and two layers of vertical wall, vertical receipts side plate 29 is set, makes the vertical receipts side plate that is positioned at the wall outside be connected with the structural upright joint pin, be connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail; Between one deck gable and the two layers of gable and between the vertical wall of one deck and two layers of vertical wall horizontal receipts side plate is being set all, and make horizontal receipts side plate by self-tapping screw and one deck wall connecting beam 38 with are connected a layer wall connecting beam 42 and are connected; The square board wall of module and laterally the longitudinal seam place between the adjacent square board wall of module adopt the bouncing putty joint filling, in vertical seam crossing employing bouncing putty joint filling of receiving between side plate 29 and the square board wall of module.

Step 11, tighten up adjustable nut 23 and steel plate connecting bolt 31 in the ground, then concreting all is embedded in the concrete top, ground adjustable platform steel plate 21 and the junction steel plate 25 of reinforcing bar screw rod 22.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom fixed placement metal bottom girder, and pass the metal bottom girder, be threaded fixed placement one deck wall connecting beam in the module square plate raglet at module combinations body of wall wall top with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt.This method can be finished in factory fully.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom fixed placement metal bottom girder, and pass the metal bottom girder, be threaded fixed placement one deck wall connecting beam in the module square plate raglet at module combinations body of wall wall top with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt.Above-mentioned steps a, step b, step c can finish in factory, after step c finishes, the square board wall of module can be transported to the job site, then carry out at the construction field (site) steps d, step e.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, pass two layers of wall connecting beam, be threaded with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt, in the module square plate raglet at module combinations body of wall wall top, place the high-low side girder, pass the high-low side girder, be threaded with the vertical inner thread sleeve at board wall joint pin top in the module combinations body of wall with the wall connecting bolt.This method can be finished in factory fully.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, pass two layers of wall connecting beam, be threaded with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt, in the module square plate raglet at module combinations body of wall wall top, place the high-low side girder, pass the high-low side girder, be threaded with the vertical inner thread sleeve at board wall joint pin top in the module combinations body of wall with the wall connecting bolt.Above-mentioned steps a, step b, step c can finish in factory, after step c finishes, the square board wall of module can be transported to the job site, then carry out at the construction field (site) steps d, step e.

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, with the wall connecting bolt pass two layers of wall connecting beam, with the module combinations body of wall in the board wall joint pin bottom vertical inner thread sleeve be threaded; Step e, with module triangle board wall tie-beam module triangle board wall is connected to the wall top of module combinations body of wall, finally forms two layers of gable.In the above-mentioned steps, can be first in the completing steps a of factory, step b, step c and steps d, then be transported to the job site and be connected with structural upright with floor, and then carry out step e.

The second: step a, first square inorganic plate of laying, the position of corresponding vertical inorganic lath spraying adhesive glue on first square inorganic plate, vertical inorganic lath is placed in the position of corresponding adhesive glue on first square inorganic plate, makes vertical inorganic lath and first square inorganic plate bonding; Step b, spray adhesive glue at vertical inorganic lath, place second square inorganic plate at vertical inorganic lath, make second square inorganic plate and vertical inorganic lath bonding; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, finally form the square board wall of module; Steps d, by the board wall joint pin the square board wall of polylith module is bolted together, simultaneously the square board wall of structural upright joint pin and module is connected, finally form the module combinations body of wall; Step e, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, with the wall connecting bolt pass two layers of wall connecting beam, with the module combinations body of wall in the board wall joint pin bottom vertical inner thread sleeve be threaded; Step f, with module triangle board wall tie-beam module triangle board wall is connected to the wall top of module combinations body of wall, finally forms two layers of gable.In the above-mentioned steps, can be first at the completing steps a of factory, step b and step c, then the square board wall of module is transported to the job site, then carry out at the construction field (site) steps d, step e, and then the member of making is connected with structural upright with floor, and then carry out step f.Also can be first at the completing steps a of factory, step b and step c, then the square board wall of module is transported to the job site, then carry out at the construction field (site) steps d, step e, step f, and then two layers of gable will making be connected with structural upright with floor.

Described module floor and roof sandwiched plate are transported to the job site after factory's manufacturing is finished.

Claims

1. two layers of villa of a building module, the gable that comprise ground, the structural upright that is connected with ground, is connected with structural upright be connected wall and with gable and floor (37) and the roofing slab (34) being connected wall and being connected, described floor (37) is put together by the module floor, described roofing slab (34) is assembled by the roof sandwiched plate, it is characterized in that:

Described ground comprises concrete (24) and is embedded in reinforcing bar screw rod (22), ground adjustable platform steel plate (21) in the concrete, the bottom buckle of described reinforcing bar screw rod (22), the top of reinforcing bar screw rod (22) is connected on the ground adjustable platform steel plate (21) by adjustable nut (23), is distributed with four ground adjustable platform steel plate slotted holes (21.1) on the described ground adjustable platform steel plate (21);

Described structural upright is the square-tube-shaped metal upright post (14) that the bottom is provided with junction steel plate (25), the position of upper corresponding four the ground adjustable platform steel plate slotted holes of described junction steel plate (25) (21.1) has four vertical four junction steel plate slotted holes (25.1) relative to ground adjustable platform steel plate slotted hole, there is steel plate connecting bolt (31) to pass ground adjustable platform steel plate slotted hole (21.1) and junction steel plate slotted hole (25.1), ground adjustable platform steel plate (21) and junction steel plate (25) are linked together, also be provided with metallic supports (15) on the described square-tube-shaped metal upright post (14) and be connected shaped steel (40);

Described gable comprises one deck gable and two layers of gable, one deck gable is assembled by the square board wall of module (35), two layers of gable are assembled by the square board wall of module (35) and module triangle board wall (36), described vertical wall comprises the vertical wall of one deck and two layers of vertical wall, and the vertical wall of one deck and two layers of vertical wall are assembled by the square board wall of module (35);

The square board wall of described module comprises square outer inorganic plate (1), square interior inorganic plate (2) and be connected to square outer inorganic plate and square interior inorganic plate between the vertical inorganic lath (3) that distributes of parallel interval, described vertical inorganic lath (3), square outer inorganic plate (1) and square interior inorganic plate (2) surround module square plate raglet (4) in the upper edge of the square board wall of module, vertical inorganic lath (3), square outer inorganic plate (1) and square interior inorganic plate (2) surround the square board wall low groove of module (5) in the lower edge of the square board wall of module, vertical inorganic lath (3), square outer inorganic plate (1) and square interior inorganic plate (2) surround the square board wall side of module groove (6) in the left and right sides of the square board wall of module edge;

With being provided with board wall joint pin (7) between the two adjacent square board wall of module of layer, this board wall joint pin (7) is clipped between the square board wall side of the module groove (6) of adjacent two square board walls of module (1), and this board wall joint pin (7) is connected by the square board wall of cement nail and module, this board wall joint pin (7) comprises interior inorganic lath (7.1), outer inorganic lath (7.2), and be clipped in steel fibre reinforced concrete plate (7.3) between interior inorganic lath and the outer inorganic lath, and the top edge of steel fibre reinforced concrete plate (7.3) and lower edge all are embedded with vertical inner thread sleeve (7.4);

Described module triangle board wall is by inorganic plate (9) in the outer inorganic plate (8) of triangle, the triangle and be connected to that the triangle metal support (10) between the inorganic plate forms in the outer inorganic plate of triangle and the triangle, wherein two upside hypotenuses of the outer inorganic plate (8) of triangle protrude from two upside hypotenuses of triangle metal support (10), and inorganic plate (9) surrounds module triangle board wall low groove (11) in the outer inorganic plate (8) of the bottom of triangle metal support (10) and triangle, the triangle;

Be provided with module triangle board wall tie-beam between described module triangle board wall and the square board wall of module, module triangle board wall tie-beam is clipped between the module square plate raglet (4) of the module triangle board wall low groove (11) of module triangle board wall and the square board wall of module, and module triangle board wall is connected board wall by self-tapping screw and module triangle board wall and is connected with module;

Be equipped with metal bottom girder (16) in the square board wall low groove of module of the square board wall low groove of module of described one deck gable wall bottom and the vertical wall wall of one deck bottom, and metal bottom girder (16) is also fixedly taken between the metallic supports (15) that is placed on adjacent two square-tube-shaped metal upright posts (14), the square board wall of module that one deck gable is connected with one deck in the wall is connected with metal bottom girder (16) by self-tapping screw, and one deck gable is connected board wall joint pin (7) bottom in the wall with one deck vertical inner thread sleeve (7.4) is connected with metal bottom girder (16) by wall connecting bolt (43);

Be equipped with one deck wall connecting beam (38) in the module square plate raglet at the vertical wall wall top of described one deck and the module square plate raglet at one deck gable wall top, the square board wall of module that one deck gable is connected with one deck in the wall is connected with one deck wall connecting beam (38) by self-tapping screw;

Be placed with wall connecting channel-section steel (39) on described one deck wall connecting beam (38), and wall connecting channel-section steel (39) is connected between the connection shaped steel (40) on adjacent two square-tube-shaped metal upright posts (14), wall connecting channel-section steel (39) is also by wall connecting bolt (43) and one deck wall connecting beam (38), and one deck gable is connected vertical inner thread sleeve (7.4) connection at board wall joint pin (7) top in the wall with one deck, also be connected with the floor support beam (41) that parallel interval distributes between the wall connecting channel-section steel on the vertical wall in two sides, described floor (37) is placed on the floor support beam (41), and four limits of floor (37) all are placed on the wall connecting channel-section steel (39);

Be equipped with two layers of wall connecting beam (42) in the square board wall low groove of module of described two layers of vertical wall wall bottom and the square board wall low groove of module of two layers of gable wall bottom, two layers of vertical wall and two layers of gable all are placed on four limits of floor (37) by two layers of wall connecting beam (42), two layers of gable is connected with two layers of wall connecting beam (42) by self-tapping screw with the square board wall of module of being connected in layer vertical wall, and the vertical inner thread sleeve (7.4) of board wall joint pin (7) bottom in two layers of gable and the two layers of vertical wall is by wall connecting bolt (43) and two layers of wall connecting beam (42), floor (37) is connected 39 with the wall connecting channel-section steel) connect;

Be equipped with structural upright joint pin (17) in the square board wall side of the module groove of the left and right sides side of described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall, the structure of structural upright joint pin (17) is identical with the structure of board wall joint pin, and structural upright joint pin (17) is connected by cement nail and one deck gable, two layers of gable, the vertical wall of one deck and layer vertical wall of being connected;

Be equipped with vertical receipts side plate (29) between described one deck gable, two layers of gable, the vertical wall of one deck and two layers of vertical wall and the square-tube-shaped metal upright post (14), the vertical receipts side plate that wherein is positioned at the wall outside is connected with the structural upright joint pin, also is connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail, between described one deck gable and the two layers of gable, be equipped with horizontal receipts side plate (47) between the vertical wall of one deck and two layers of vertical wall, laterally receive side plate (47) by self-tapping screw and one deck wall connecting beam (38) with are connected a layer wall connecting beam (42) and are connected;

Fixedly be erected with main bearing beam (18) between the top of two layers of gable; Be provided with high-low side girder (19) in the module square plate raglet (4) at two layers of vertical wall wall top, the square board wall of module in two layers of vertical wall is connected with high-low side girder (19) by self-tapping screw, the vertical inner thread sleeve (7.4) at board wall joint pin (7) top in two layers of vertical wall is connected with high-low side girder (19) by wall connecting bolt (43), described roofing slab is taken and is placed on main bearing beam (18) and the high-low side girder (19), and roofing slab is connected 19 with main bearing beam (18) with the high-low side girder by self-tapping screw) be connected.

2. two layers of villa of a kind of building module according to claim 1, it is characterized in that: be connected with horizontal inorganic plate bar (32) between the upper end of described vertical inorganic lath (3), be connected with lower horizontal inorganic plate bar (33) between the lower end of vertical inorganic lath (3).

3. two layers of villa of a kind of building module according to claim 1, it is characterized in that: described module triangle board wall tie-beam is comprised of upper tie-beam (12) and lower tie-beam (13), described upper tie-beam (12) is connected in the module triangle board wall low groove (11) of module triangle board wall by self-tapping screw, described lower tie-beam (13) is connected to by self-tapping screw in the module square plate raglet (4) of the square board wall of module, and upper tie-beam (12) is connected together with lower tie-beam (13).

4. two layers of villa of a kind of building module according to claim 1 is characterized in that: described floor support beam (41) comprise metal cross bar (41.1), lower metal cross bar (41.2) and be connected to the metal cross bar and lower metal cross bar between metal connecting piece (41.3).

5. two layers of villa of a kind of building module according to claim 1 is characterized in that: described module floor comprise inorganic panel layer (44), lower inorganic panel layer (45) and be clipped in inorganic panel layer and lower inorganic panel layer between steel fibre reinforced concrete layer (46).

6. two layers of villa of a kind of building module according to claim 1, it is characterized in that: described roof sandwiched plate comprise outer metal decking (26), inorganic base plate (27) and be connected to outer metal decking and inorganic base plate between thermal insulation cotton (28), a wherein side side of described outer metal decking (26) is provided with L shaped take mouthful (26.1) that overlap mutually with adjacent roof sandwiched plate, the upper surface of outer metal decking (26) be provided with adjacent roof sandwiched plate on the L shaped mouthful corresponding hook groove (26.2) of taking.

7. the job practices of the two layers of villa of building module described in the claims 1 is characterized in that step is as follows:

Step 1, the ground of constructing on the ground, four holes namely are set on ground, in the hole, lay reinforcing bar screw rod (22) and steel mesh reinforcement (30), then concreting, bottom and the steel mesh reinforcement (30) of reinforcing bar screw rod (22) all are embedded in the concrete, then install ground adjustable platform steel plate (21) by adjustable nut (23) at reinforcing bar screw rod (22);

Step 2, by on the ground adjustable platform steel plate of steel plate connecting bolt (31) in four holes square-tube-shaped metal upright post (14) being installed all;

The vertical wall of step 3, lifting one deck gable and one deck is connected firmly the vertical wall of one deck gable and one deck and square-tube-shaped metal upright post (14);

Step 4, be connected on the wall connecting wall with one deck at one deck gable and connect channel-section steel (39), between the wall connecting channel-section steel (39) of the vertical wall in two sides, connect floor support beam (41), make the upper surface of floor support beam (41) equal with the upper surface of wall connecting channel-section steel (39);

Step 5, lay the module floor at wall connecting channel-section steel (39) and floor support beam (41), finally form floor (37);

Step 6, lay waterproof pad in the position that floor (37) is placed two layers of gable and two layers of vertical wall;

Step 7, at two layers of gable of waterproof pad lifting and two layers of vertical wall;

Step 8, between the two layers of gable in two sides, lift main bearing beam (18);

Step 9, lay roofing slab in main bearing beam and high-low side girder;

Step 10, between square-tube-shaped metal upright post (14) and one deck gable, two layers of gable, the vertical wall of one decks and two layers of vertical wall, vertical receipts side plate (29) is set, makes the vertical receipts side plate that is positioned at the wall outside be connected with the structural upright joint pin, be connected with the square-tube-shaped metal upright post by self-tapping screw simultaneously by cement nail; Between one deck gable and the two layers of gable and between the vertical wall of one deck and two layers of vertical wall horizontal receipts side plate is being set all, and make horizontal receipts side plate by self-tapping screw and one deck wall connecting beam (38) with are connected a layer wall connecting beam (42) and are connected; The square board wall of module and laterally the longitudinal seam place between the adjacent square board wall of module adopt the bouncing putty joint filling, in vertical seam crossing employing bouncing putty joint filling of receiving between side plate (29) and the square board wall of module;

Step 11, tighten up adjustable nut (23) and steel plate connecting bolt (31) in the ground, then concreting all is embedded in the concrete top, ground adjustable platform steel plate (21) and the junction steel plate (25) of reinforcing bar screw rod (22).

8. the job practices of two layers of villa of building module according to claim 7 is characterized in that: one deck gable in the described step 3 is identical with the preparation method of the vertical wall of one deck, all has following two kinds;

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom fixed placement metal bottom girder, and pass the metal bottom girder, be threaded fixed placement one deck wall connecting beam in the module square plate raglet at module combinations body of wall wall top with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt;

9. the job practices of two layers of villa of building module according to claim 7, it is characterized in that: the preparation method of two layers of vertical wall in the described step 7 has following two kinds;

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, pass two layers of wall connecting beam, be threaded with the vertical inner thread sleeve of board wall joint pin bottom in the module combinations body of wall with the wall connecting bolt, in the module square plate raglet at module combinations body of wall wall top, place the high-low side girder, pass the high-low side girder, be threaded with the vertical inner thread sleeve at board wall joint pin top in the module combinations body of wall with the wall connecting bolt;

10. the job practices of two layers of villa of building module according to claim 7, it is characterized in that: the preparation method of two layers of gable in the described step 7 has following two kinds;

The first: step a, the square inorganic plate of laying polylith, the position spraying adhesive glue of corresponding vertical inorganic lath, structural upright joint pin and board wall joint pin on square inorganic plate, place vertical inorganic lath, structural upright joint pin and board wall joint pin at adhesive glue, make vertical inorganic lath and structural upright joint pin and square inorganic plate bonding, the board wall joint pin is linked together two adjacent square inorganic plate; Step b, spray adhesive glue at vertical inorganic lath, structural upright joint pin and board wall joint pin, then place square inorganic plate at vertical inorganic lath, structural upright joint pin and board wall joint pin; Step c, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath, adopt cement nail that square inorganic plate is connected with structural upright joint pin, board wall joint pin, finally form the module combinations body of wall; Steps d, in the square board wall low groove of module of module combinations body of wall wall bottom, place two layers of wall connecting beam, with the wall connecting bolt pass two layers of wall connecting beam, with the module combinations body of wall in the board wall joint pin bottom vertical inner thread sleeve be threaded; Step e, with module triangle board wall tie-beam module triangle board wall is connected to the wall top of module combinations body of wall, finally forms two layers of gable;