CN102561731A - Module constructed one-layer villa and construction method thereof - Google Patents

Module constructed one-layer villa and construction method thereof Download PDF

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Publication number
CN102561731A
CN102561731A CN2012100613181A CN201210061318A CN102561731A CN 102561731 A CN102561731 A CN 102561731A CN 2012100613181 A CN2012100613181 A CN 2012100613181A CN 201210061318 A CN201210061318 A CN 201210061318A CN 102561731 A CN102561731 A CN 102561731A
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module
square
wall
board wall
triangle
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CN102561731B (en
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沈汉杰
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沈汉杰
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Abstract

The invention discloses a module constructed one-layer villa and a construction method thereof. The villa comprises a foundation, structural upright posts connected with the foundation, a gable and a longitudinal wall which are connected with the structural upright posts, and a roof slab connected on the gable and the longitudinal wall, wherein the gable is formed by splicing a modular square board wall and a modular triangular board wall; the longitudinal wall is formed by splicing modular square board walls; each modular square board wall comprises a square outer inorganic board, a square inner inorganic board, and vertical inorganic board strips connected between the square outer inorganic board and the square inner inorganic board and distributed in parallel at intervals; and the modular triangular board wall consists of a triangular outer inorganic board, a triangular inner inorganic board and a triangular metal support connected between the triangular outer inorganic board and the triangular inner inorganic board. The villa is formed by interconnecting the modular square board walls, and a firm framework type whole is formed; and the modular square board walls are high in strength, and can resist strong typhoon, resist impact of an external force and greatly lighten the whole weight of a house.

Description

A kind of building module one deck villa and job practices thereof
Technical field
The present invention relates to a kind of villa and job practices thereof, particularly a kind of modular villa and job practices thereof.
Background technology
There is following shortcoming in existing one deck villa.
1, the existing board-like villa of monolithic is installed complicacy, and body of wall is installed the fixedly keel of the vertical and horizontal of metope earlier; And then the metope panel is installed, and the engineering time, long difficulty was big, 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 function of use, have only the use amount that increases agent structure and materials for wall, one different multiple combination of materials 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 device of shifting block type 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 is still not enough.Its body of wall is heavier, has strengthened difficulty of construction, and has increased pillar and the use amount that skeleton is installed; And there are body of wall seam easy of crack and a hidden leakage defect; And the rigid intensity of material itself is too big, 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; Though 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 material 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, still there are the personal safety and the disaster hidden-trouble that produce because of the power supply electric leakage.
4, the villa of available coagulation soil framework 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 a kind of building module one deck villa and job practices thereof, solve traditional one deck villa the technical problem complicated, that the engineering time is long, difficulty of construction is big is installed; And solve traditional too heavy problem of one deck villa body of wall; And solve the problem that traditional one deck villa noise is big, electric leakage hidden danger is arranged; And solve traditional one deck villa shock resistance difference problem.
For realizing above-mentioned purpose; The present invention adopts following technical scheme: a kind of building module one deck villa; Comprise ground, the structural upright that is connected with ground, the gable that is connected with structural upright and vertical wall and be connected gable and vertical wall on roofing slab; Said roofing slab is assembled by the roof sandwiched plate, it is characterized in that: said ground comprises concrete and is embedded in steel bars in concrete screw rod, ground adjustable platform steel plate, the bottom buckle of said reinforcing bar screw rod; The top of reinforcing bar screw rod is connected on the ground adjustable platform steel plate through adjustable nut, also is distributed with four ground adjustable platform steel plate slotted holes on the said ground adjustable platform steel plate.
Said structural upright is that the bottom is provided with the square tube shape metal upright post that connects steel plate; The position of corresponding four ground adjustable platform steel plate slotted holes has four and is connected the steel plate slotted hole with vertical relatively four of ground adjustable platform steel plate slotted hole on the said connection steel plate; There is connecting bolt to pass ground adjustable platform steel plate slotted hole and be connected the steel plate slotted hole, ground adjustable platform steel plate is linked together with being connected steel plate, also is provided with metallic supports on the said square tube shape metal upright post.
Said gable is assembled by square board wall of module and module triangle board wall, and said vertical wall is assembled by the square board wall of module.
The square board wall of said module comprise square outer inorganic plate, square in inorganic plate and be connected square outer inorganic plate with square interior inorganic plate between the vertical inorganic lath of parallel interval distribution; Said 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 in the lower edge of the square board wall of module, and edge surrounds the square board wall side of module groove in the left and right sides of the square board wall of module for vertical inorganic lath, square outer inorganic plate and square interior inorganic plate; 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 with the square board wall of module through self-tapping screw.
Said module triangle board wall is by inorganic plate in the outer inorganic plate of triangle, the triangle and be connected in outer inorganic plate of triangle and the triangle triangle metal support between the inorganic plate and form; 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 tie-beam between said module triangle board wall and the square board wall of module; This tie-beam is clipped between the module square plate raglet of module triangle board wall low groove and the square board wall of module of module triangle board wall, and this tie-beam is connected with the square board wall of module with module triangle board wall through self-tapping screw.
Be equipped with the metal bottom girder in the square board wall low groove of module of said gable wall bottom and the square board wall low groove of module of vertical wall wall bottom; And the metal bottom girder is also fixedly taken between the metallic supports that is placed on two adjacent square tube shape metal upright posts, and gable all is connected with the metal bottom girder through self-tapping screw with the square board wall of module in the vertical wall.
Be equipped with the structural upright joint pin in the square board wall side of the module groove on module square board wall side groove on the side of the said gable left and right sides and the vertical wall left and right sides side, and gable is connected with the structural upright joint pin through self-tapping screw with vertical wall.
Between said gable and the square tube shape metal upright post, be equipped with the receipts side plate between vertical wall and the square tube shape metal upright post, the receipts side plate that wherein is positioned at outside gable and the vertical wall is connected with the structural upright joint pin with square tube shape metal upright post through self-tapping screw.
Fixedly be erected with main bearing beam between the top of two sides gable; The square board wall of module that is provided with in the module square plate raglet at vertical wall wall top in high-low side girder and the vertical wall is connected with the high-low side girder through self-tapping screw; Said 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 through self-tapping screw.
Between said board wall joint pin and the square board wall of module, between structural upright joint pin and the square board wall of module, between structural upright joint pin and the square tube shape metal upright post, receive between side plate and the square tube shape metal upright post, between receipts side plate and the structural upright joint pin, between tie-beam and the module triangle board wall, between tie-beam and the square board wall of module, between metal bottom girder and the square board wall of module and all have adhesive to reinforce the connection between high-low side girder and the square board wall of module.
Be connected with horizontal inorganic lath between the upper end of said vertical inorganic lath, be connected with down horizontal inorganic lath between the lower end of said vertical inorganic lath.
The cross section of said board wall joint pin and structural upright joint pin is hollow.
Said tie-beam is made up of tie-beam under tie-beam on the module triangle board wall and the module triangle board wall; Tie-beam is connected in the module triangle board wall low groove of module triangle board wall on the said module triangle board wall through self-tapping screw; Tie-beam is connected through self-tapping screw in the module square plate raglet of the square board wall of module under the said module triangle board wall, on the module triangle board wall under tie-beam and the module triangle board wall tie-beam be connected together.
Said roof sandwiched plate comprise outer metal decking, inorganic base plate and be connected outer metal decking and inorganic base plate between thermal insulation cotton; A wherein side side of said 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 the L shaped mouthful corresponding hook groove taken.
Scribble grains of sand shape weather-resistant coating on the upper surface of said outer metal decking.
A kind of job practices of above-mentioned building module one deck villa; It is characterized in that step is following: step 1, accomplish the square board wall of module, module triangle board wall, board wall joint pin, structural upright joint pin and roof sandwiched plate, and be transported to the job site at produce in factory.
Step 2, the ground of constructing on the ground; Four holes promptly are set, in the hole, lay reinforcing bar screw rod and steel mesh reinforcement, concreting then; The bottom and the steel mesh reinforcement of reinforcing bar screw rod all are embedded in the concrete, on the reinforcing bar screw rod, install ground adjustable platform steel plate through adjustable nut then.
Step 3, through first square tube shape metal upright post is installed on the ground adjustable platform steel plate of connecting bolt in first ground.
Step 4, first metal bottom girder is installed, made that an end of first metal bottom girder is fixed on the metallic supports of first square tube shape metal upright post, the other end is temporary fixed.
Step 5, on first metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with first square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form first face wall.
Step 6, through second square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in second ground, second square tube shape metal upright post is connected with the other end of first face wall with first metal bottom girder.
Step 7, second metal bottom girder is installed, made that an end of second metal bottom girder is fixed on the metallic supports of second square tube shape metal upright post, the other end is temporary fixed, second metal bottom girder is vertical relatively with first face wall.
Step 8, on second metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with second square tube shape metal upright post; Through board wall joint pin 7 the square board wall of adjacent modules is connected as one, finally form second face wall.
Step 9, through the 3rd square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in the 3rd ground, the 3rd square tube shape metal upright post is connected with the other end of second face wall with second metal bottom girder.
Step 10, through tie-beam installed module triangle board wall on first face wall, make first face wall finally become first wall that faces the mountain.
Step 11, the high-low side girder is installed, the high-low side girder is connected with second face wall in the top of second face wall, simultaneously also with first face wall on tie-beam be connected.
Step 12, the 3rd metal bottom girder is installed, made that an end of the 3rd metal bottom girder is fixed on the metallic supports of first square tube shape metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel.
Step 13, on the 3rd metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with first square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form the 3rd face wall.
Step 13, through the 4th square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in the 4th ground, the 4th square tube shape metal upright post is connected with the other end of the 3rd face wall with the 3rd metal bottom girder.
Step 14, the 4th metal bottom girder is installed, made that an end of the 4th metal bottom girder is fixed on the metallic supports of the 4th square tube shape metal upright post, the other end is fixed on the metallic supports of the 3rd square tube shape metal upright post.
Step 15, on the 4th metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with the 4th square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form the fourth face wall.
Step 10 six, through tie-beam installed module triangle board wall on the fourth face wall, make the fourth face wall finally become second wall that faces the mountain, the tie-beam on the fourth face wall is connected with high-low side girder on second face wall.
Step 10 seven, the high-low side girder is installed, the high-low side girder on the 3rd face wall is connected with the 3rd face wall in the top of the 3rd face wall, simultaneously also with first face wall on tie-beam be connected with tie-beam on the fourth face wall.
Step 10 eight, face the mountain and set up main bearing beam between the wall, on main bearing beam and high-low side girder, lay roofing slab at first wall and second that faces the mountain.
Step 10 nine, between square tube shape metal upright post and gable, between square tube shape metal upright post and the vertical wall, be connected and receive side plate; The receipts side plate that is positioned at the gable and the vertical wall outside is connected with the structural upright joint pin with square tube shape metal upright post through self-tapping screw; In square board wall of module and the laterally employing of the longitudinal seam place between the square board wall of adjacent modules bouncing putty joint filling, adopt the bouncing putty joint filling at the longitudinal seam place of receiving between side plate and the square board wall of module.
Step 2 ten, tighten up adjustable nut and connecting bolt in the ground, concreting makes top, the ground adjustable platform steel plate of reinforcing bar screw rod and is connected steel plate all to be embedded in the concrete then.
In the said step 1, the preparation method of the square board wall of module is following: step a, first square inorganic plate of laying; Step b, on first square inorganic plate the position spraying adhesive glue of corresponding vertical inorganic lath; Step c, 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; Steps d, on vertical inorganic lath, spray adhesive glue; Step e, on vertical inorganic lath, place second square inorganic plate, make second square inorganic plate and vertical inorganic lath bonding; Step f, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath.
The job practices of described building module one deck villa is characterized in that, in the said step 1, the preparation method of module triangle board wall is following: step a, first triangle inorganic plate of laying; Step b, on first triangle inorganic plate the position spraying adhesive glue of corresponding triangle metal support; Step c, the triangle metal support is placed in the position of corresponding adhesive glue on first triangle inorganic plate, makes triangle metal support and first triangle inorganic plate bonding; Steps d, on the triangle metal support, spray adhesive glue; Step e, on the triangle metal support, place second triangle inorganic plate, make second triangle inorganic plate and triangle metal support bonding.
Compared with prior art the present invention has following characteristics and beneficial effect: villa of the present invention is a kind of environment-friendly and energy-efficient villa; Its installation is simple; It is pollution-free to construct, and is dry operation, can not have operation under the environment of water power; 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.
The body of wall of said villa adopts the square board wall of module to be spliced, and is that a kind of firm frame type is 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 big, can resist the bump of violent typhoon and external force.Vertical inorganic lath in the square board wall of module is separated to form some vertical straight-through empty bodies not of uniform size to body of wall inside; 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 said module is to adopt environmental protection, and reproducible raw material produce, the body of wall light unit weight; The raw material consumption seldom, so can accomplish that (for instance, together 7 meters long, 3 meters high, gross thickness are that the gross weight of the wall of 100mm has only about 700kg in the large tracts of land integral hoisting; 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; Phenomenons such as gaping of joints), also just therefore had the advantage that 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; Through correlated performance authentication (like 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, simultaneously the square outer inorganic plate in the body of wall and square in during the thick inorganic plate of inorganic plate employing 9mm, its fire-resistant timeliness was above 50 minutes; When the vertically straight-through empty body in the inside of the module combinations body of wall of this thickness is filled with anti-guncotton; The fire-resistant timeliness of body of wall surpasses 150 minutes, thermal transmittance 0.65w/ butene-1 copolymer ㎡ .k) below, sound insulation is more than 45 decibels.
The square board wall of said module is stitched together through the board wall joint pin and forms the module combinations body of wall, has simply, advantage firmly and closely.Said 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.
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.Said ground adjustable platform steel plate is regulated height and levelness by threaded reinforcing bar screw rod and adjustable nut; Connect and to be connected the position, four limits that steel plate slotted hole and ground adjustable platform steel plate slotted hole are used for calibrating all directions on steel plate and the ground adjustable platform steel plate in addition, guaranteed the installation accuracy between body of wall and roofing slab and the head tree.
Adopt mode of the present invention to be connected between the square board wall of said module and the module triangle board wall; Can guarantee that chucking is locked mutually between the two; All be fixedly coupled structure before and after forming up and down; Be connected seam between can be the more firm module triangle board wall of this mode and the square board wall of module, when roofing slab receive 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 of the company's seam crossing between module triangle board wall and the square board wall of module receives external force collision, can guarantee that the metope edge can be not damaged or break.
The square hollow metal that said metal bottom girder is an entire length, metal bottom girder and tie-beam form stressed wall frame mutually, can be evenly stressed.Two opposite side of the square board wall of module are parallel to each other, and the square board wall of module is connected between metal bottom girder and the tie-beam, and metal bottom girder and structural upright, tie-beam and structural upright meet at right angles, and guaranteed the installation accuracy between square board wall of module and the structural upright.The structure of the square board wall of module can reduce the use amount of structural upright and supplementary material thereof, reduces difficulty of construction, improves efficiency of construction.
The L shaped mouth of taking that protrudes from insulation layer and base plate is arranged on the outer metal decking of said roof sandwiched plate; The L shaped mouthful overlap joint of taking of roof sandwiched plate is on the outer metal decking of adjacent with it roof sandwiched plate, and this connected mode can prevent company's seam crossing seepage of roof sandwiched plate.The inorganic floor spacer of roof sandwiched plate; Can reduce and prevent influences heat insulation effect because of the heat transmission of metal material, increases heat insulating coefficient, and 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.
Said gable is put together by metal bottom girder, the square board wall of module, tie-beam and module triangle board wall; Be provided with the board wall joint pin between the square board wall of module; This structure is can the module combinations body of wall simpler, firmly and closely; The roof sandwiched plate adopts main bearing beam to be connected with the high-low side girder with gable, vertical wall, the intractability of seam between module combinations body of wall and the roof sandwiched plate in the time of can reducing and avoid secondary to decorate.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further detailed explanation.
Fig. 1 is that master of the present invention looks sketch map.
Fig. 2 is that sketch map is looked on the right side of Fig. 1.
Fig. 3 is that the master of the square board wall of module looks sketch map.
Fig. 4 is that sketch map is looked on the right side of Fig. 3.
Fig. 5 is the schematic top plan view of Fig. 3.
Fig. 6 is the sketch map that the square board wall of adjacent two modules connects.
Fig. 7 is that the master of module triangle board wall looks sketch map.
Fig. 8 is that sketch map is looked on the right side of Fig. 7.
Fig. 9 is the sketch map that module triangle board wall is connected with the square board wall of module.
Figure 10 is the structural representation at villa external corner place.
Figure 11 is the sketch map that gable cooperates with roofing slab and structural upright.
Figure 12 is the sketch map that structural upright is connected with ground.
Figure 13 is ground adjustable platform steel plate and the sketch map that is connected the steel plate cooperation.
Figure 14 is the sketch map that vertical wall is connected with roofing slab.
Figure 15 is the sketch map that roof sandwiched plate and roof sandwiched plate are connected.
The square outer inorganic plate of Reference numeral: 1-; Inorganic plate in 2-is square; 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; The outer inorganic plate of 8-triangle; Inorganic plate in the 9-triangle; 10-triangle metal support; 11-triangle board wall low groove; Tie-beam on the 12-module triangle board wall; Tie-beam under the 13-module triangle board wall; 14-square tube shape 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; 25-connects steel plate; 25.1-connect the 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-receives side plate; The 30-steel mesh reinforcement; The 31-connecting bolt; The last horizontal inorganic lath of 32-; Horizontal inorganic lath under the 33-; The 34-roofing slab; The square board wall of 35-module; 36-module triangle board wall.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2; This building module one deck villa; Comprise ground, the structural upright that is connected with ground, the gable that is connected with structural upright and vertical wall and be connected gable and vertical wall on roofing slab, said roofing slab is assembled by the roof sandwiched plate.
Referring to Fig. 1, Fig. 2, Figure 12, Figure 13; Said ground comprises concrete 24 and is embedded in steel bars in concrete screw rod 22, ground adjustable platform steel plate 21, steel mesh reinforcement 30; The bottom buckle of said reinforcing bar screw rod 22; The top of reinforcing bar screw rod 22 is connected on the ground adjustable platform steel plate 21 through adjustable nut 23, also is distributed with four ground adjustable platform steel plate slotted holes 21.1 on the said ground adjustable platform steel plate 21.
Said structural upright is that the bottom is provided with the square tube shape metal upright post 14 that connects steel plate 25; The position of corresponding four ground adjustable platform steel plate slotted holes has four and is connected steel plate slotted hole 25.1 with vertical relatively four of ground adjustable platform steel plate slotted hole on the connection steel plate 25 of said square tube shape metal upright post 14 bottoms; There is connecting bolt 31 to pass ground adjustable platform steel plate slotted hole 21.1 and be connected steel plate slotted hole 25.1, ground adjustable platform steel plate 21 is linked together with being connected steel plate 25, also is provided with metallic supports 15 on the said square tube shape metal upright post 14.
Referring to Fig. 1, Fig. 3-6, said gable is assembled with module triangle board wall 36 by the square board wall 35 of module.The square board wall of said module comprise square outer inorganic plate 1, square in inorganic plate 2 and be connected square outer inorganic plate with square interior inorganic plate between the vertical inorganic lath 3 of parallel interval distribution; Said vertical inorganic lath 3, square outer inorganic plate 1 and square in 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 in inorganic plate 2 surround the square board wall low groove 5 of module in the lower edge of the square board wall of module, edge surrounds the square board wall side of module groove 6 in the left and right sides of the square board wall of module for vertical inorganic lath 3, square outer inorganic plate 1 and square interior inorganic plate 2; Said 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 through self-tapping screw; In the present embodiment, also be connected with horizontal inorganic lath 32 between the upper end of vertical inorganic lath 3, also be connected with down horizontal inorganic lath 33 between the lower end of vertical inorganic lath 3.The cross section of said board wall joint pin 7 is a hollow, forms by inorganic lath is bonding.
Referring to Fig. 7-9; Said module triangle board wall is by inorganic plate 9 in the outer inorganic plate 8 of triangle, the triangle and be connected in outer inorganic plate of triangle and the triangle triangle metal support 10 between the inorganic plate and form; 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 tie-beam between said module triangle board wall and the square board wall of module; This tie-beam is clipped between the module square plate raglet 4 of module triangle board wall low groove 11 and the square board wall of module of module triangle board wall, and this tie-beam is connected with the square board wall of module with module triangle board wall through self-tapping screw.In the present embodiment; Tie-beam is made up of tie-beam 13 under tie-beam on the module triangle board wall 12 and the module triangle board wall; Tie-beam 12 is connected in the module triangle board wall low groove 11 of module triangle board wall on the said module triangle board wall through self-tapping screw; Tie-beam 12 also is connected with the module square plate raglet 4 of the square board wall of module through self-tapping screw on the module triangle board wall; Tie-beam 13 is connected in the module square plate raglet 4 of the square board wall of module under the said module triangle board wall through self-tapping screw; Tie-beam 13 is connected together under tie-beam 12 and the module triangle board wall on the module triangle board wall, and (groove is arranged at the bottom of tie-beam 12 on the module triangle board wall; Hook is arranged at the top of tie-beam 13 under the module triangle board wall, and tie-beam 13 is hooked in the groove of tie-beam 12 on the module triangle board wall through hook under the module triangle board wall) in addition.
Referring to Fig. 2-6; Said vertical wall is assembled by the square board wall of module; The square board wall of module in the vertical wall is the same with the square board wall of the module in the gable, and syndeton between the square board wall of adjacent modules in the vertical wall and the syndeton between the square board wall of the adjacent modules in the gable are too.
Referring to Fig. 1, Fig. 2, Figure 12; Be equipped with metal bottom girder 16 in the square board wall low groove of module of said gable wall bottom and the square board wall low groove of module of vertical wall wall bottom; And metal bottom girder 16 is also fixedly taken between the metallic supports 15 that is placed on two adjacent square tube shape metal upright posts 14, and gable all is connected with metal bottom girder 16 through self-tapping screw with the square board wall of module in the vertical wall.
Referring to Fig. 1, Figure 10-12; Be equipped with structural upright joint pin 17 in the square board wall side of the module groove on module square board wall side groove on the side of the said gable left and right sides and the vertical wall left and right sides side; And gable is connected with structural upright joint pin 17 through self-tapping screw with vertical wall; Between gable and the square tube shape metal upright post 14, be equipped with receipts side plate 29 between vertical wall and the square tube shape metal upright post 14; The receipts side plate 29 that wherein is positioned at the gable and the vertical wall outside is connected with structural upright joint pin 17 with square tube shape metal upright post 14 through self-tapping screw; In the present embodiment, gable also has the side plate 29 of receipts with vertical side within the walls, and gable is connected with structural upright joint pin 17 through self-tapping screw with the vertical receipts side plate 29 of side within the walls; The cross section of said structural upright joint pin 17 is a hollow, forms by inorganic lath is bonding.
Referring to Figure 11, Figure 14; Fixedly be erected with main bearing beam 18 between the top of two sides gable; The square board wall of module that is provided with in the module square plate raglet 4 at vertical wall wall top in high-low side girder 19 and the vertical wall is connected with high-low side girder 19 through self-tapping screw; Said 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 high-low side girder 19 with main bearing beam 18 through self-tapping screw.The main bearing beam of carrying roof sandwiched plate is taken on the upside hypotenuse that is placed on module triangle board wall and with module triangle board wall and is connected; Main bearing beam can adopt C type section bar; Per two C type section bars are one group; Every group C type section bar opening is relative or web is relative, and arrangement can reduce the material use amount and the weight of main bearing beam like this.
Referring to Figure 15; Said roofing slab is assembled by the roof sandwiched plate; The roof sandwiched plate comprise outer metal decking 26, inorganic base plate 27 and be connected outer metal decking and inorganic base plate between thermal insulation cotton 28; A wherein side side of said 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.Scribble grains of sand shape weather-resistant coating on the upper surface of said outer metal decking 26.
Between said 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 shape metal upright post 14; Receive between side plate 29 and the square tube shape metal upright post 14; Receive between side plate 29 and the structural upright joint pin 17; Between tie-beam and the module triangle board wall; Between the square board wall of tie-beam and module; Between the square board wall of metal bottom girder 16 and module; And all there is adhesive to reinforce between high-low side girder 19 and the square board wall of module.
Door opening and window opening mouth are arranged on the said vertical wall; The edge of door opening and window opening mouth has metal keel envelope flat; Four limit metal keel of the square board wall transverse side of module vertically extend to body of wall top and bottom up and down, are connected with the high-low side girder of the square board wall of module upper end and the metal bottom girder of lower end.The housing of door and window packs into respectively in door opening and the window opening mouth, and door is connected with the metal keel of door opening with window opening mouth place through self-tapping screw with the housing of window.
The job practices of described building module one deck villa, its step is following: step 1, accomplish the square board wall of module 35, module triangle board wall 36, board wall joint pin 7, structural upright joint pin 17 and roof sandwiched plate at produce in factory, and be transported to the job site.
Step 2, the ground of constructing on the ground; Four holes promptly are set; In the hole, lay reinforcing bar screw rod 22 and steel mesh reinforcement 30; Concreting all is embedded in the concrete bottom of reinforcing bar screw rod 22 and steel mesh reinforcement 30 then, on reinforcing bar screw rod 22, installs ground adjustable platform steel plate 21 through adjustable nut 23 then.
Step 3, through first square tube shape metal upright post is installed on the ground adjustable platform steel plate 21 of connecting bolt in first ground; Be exactly specifically; The connection steel plate of square tube shape metal upright post bottom places on the ground adjustable platform steel plate; Adopt connecting bolt to pass ground adjustable platform steel plate slotted hole 21.1 from bottom to top and be connected steel plate slotted hole 25.1, make connection steel plate and ground adjustable platform steel plate temporary fixed; Adjust the suitable height of head tree through adjustable nut 23 oscilaltions, tighten up then.
Step 4, first metal bottom girder is installed, made that an end of first metal bottom girder is fixed on the metallic supports of first square tube shape metal upright post, the other end is temporary fixed.Specifically, be exactly the metallic supports of metal bottom girder with square tube shape metal upright post to be connected through self-tapping screw.
Step 5, on first metal bottom girder, take and put and be fixedly connected the square board wall of module; Through structural upright joint pin 17 the square board wall of module is connected with first square tube shape metal upright post; Through board wall joint pin 7 the square board wall of adjacent modules is connected as one, finally form first face wall; Specifically; Earlier on a root architecture column joint pin 17, smear adhesive exactly; Structural upright joint pin 17 and first square tube shape metal upright post are sticked together; First square board wall of module is installed then; The wherein part of structural upright joint pin 17 is inserted in the square board wall side of the module groove of first square board wall of module; The square board wall low groove of module of the square board wall of module is stuck on the metal bottom girder, and then utilizes and just to carry on the back the square board wall of module that two faces all are coated with the board wall joint pin 7 splicing back of adhesive, said to board wall connector 7 wherein half is inserted in the square board wall side of the module groove of a square board wall of module; Second half of board wall joint pin 7 is inserted in the square board wall side of the module groove of the square board wall of another piece module adjacent with the square board wall of this piece module; With self-tapping screw the square board wall of structural upright joint pin 17 and module is connected then, the square board wall of board wall joint pin 7 and module is connected, the square board wall of metal bottom girder and module is connected with self-tapping screw with self-tapping screw.
Step 6, through second square tube shape metal upright post is installed on the ground adjustable platform steel plate 21 of connecting bolt in second ground, second square tube shape metal upright post is connected with the other end of first face wall with first metal bottom girder;
Step 7, second metal bottom girder is installed, made that an end of second metal bottom girder is fixed on the metallic supports of second square tube shape metal upright post, the other end is temporary fixed, second metal bottom girder is vertical relatively with first face wall;
Step 8, on second metal bottom girder, take and put and be fixedly connected the square board wall of module; Through structural upright joint pin 17 the square board wall of module is connected with second square tube shape metal upright post; Through board wall joint pin 7 the square board wall of adjacent modules is connected as one, finally form second face wall; Specifically, consistent with the method for adorning first face wall.
Step 9, through the 3rd square tube shape metal upright post is installed on the ground adjustable platform steel plate 21 of connecting bolt in the 3rd ground, the 3rd square tube shape metal upright post is connected with the other end of second face wall with second metal bottom girder;
Step 10, through tie-beam installed module triangle board wall on first face wall, make first face wall finally become first wall that faces the mountain;
Step 11, the high-low side girder is installed, the high-low side girder is connected with second face wall in the top of second face wall, simultaneously also with first face wall on tie-beam be connected;
Step 12, the 3rd metal bottom girder is installed, made that an end of the 3rd metal bottom girder is fixed on the metallic supports 15 of first square tube shape metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel;
Step 13, on the 3rd metal bottom girder, take and put and be fixedly connected the square board wall of module; Through structural upright joint pin 17 the square board wall of module is connected with first square tube shape metal upright post; Through board wall joint pin 7 the square board wall of adjacent modules is connected as one, finally form the 3rd face wall;
Step 13, through the 4th square tube shape metal upright post is installed on the ground adjustable platform steel plate 21 of connecting bolt in the 4th ground, the 4th square tube shape metal upright post is connected with the other end of the 3rd face wall with the 3rd metal bottom girder;
Step 14, the 4th metal bottom girder is installed, made that an end of the 4th metal bottom girder is fixed on the metallic supports 15 of the 4th square tube shape metal upright post, the other end is fixed on the metallic supports 15 of the 3rd square tube shape metal upright post;
Step 15, on the 4th metal bottom girder, take and put and be fixedly connected the square board wall of module; Through structural upright joint pin 17 the square board wall of module is connected with the 4th square tube shape metal upright post; Through board wall joint pin 7 the square board wall of adjacent modules is connected as one, finally form the fourth face wall;
Step 10 six, through tie-beam installed module triangle board wall on the fourth face wall, make the fourth face wall finally become second wall that faces the mountain, the tie-beam on the fourth face wall is connected with high-low side girder on second face wall;
Step 10 seven, the high-low side girder is installed, the high-low side girder on the 3rd face wall is connected with the 3rd face wall in the top of the 3rd face wall, simultaneously also with first face wall on tie-beam be connected with tie-beam on the fourth face wall;
Step 10 eight, face the mountain and set up main bearing beam 18 between the wall, on main bearing beam and high-low side girder, lay roofing slab at first wall and second that faces the mountain;
Step 10 nine, between square tube shape metal upright post 14 and gable, between square tube shape metal upright post 14 and the vertical wall, be connected and receive side plate 29; The receipts side plate 29 that is positioned at the gable and the vertical wall outside is connected with structural upright joint pin 17 with square tube shape metal upright post 14 through self-tapping screw; In square board wall of module and the laterally employing of the longitudinal seam place between the square board wall of adjacent modules bouncing putty joint filling, adopt the bouncing putty joint filling at the longitudinal seam place of receiving between side plate 29 and the square board wall of module; In the present embodiment, also there is the side plate 29 of receipts the inboard of gable and vertical wall, is positioned at gable and is connected with structural upright joint pin 17 through self-tapping screw with the vertical receipts side plate 29 of side within the walls.
Step 2 ten, tighten up adjustable nut 23 and connecting bolt 31 in the ground, concreting makes top, the ground adjustable platform steel plate 21 of reinforcing bar screw rod 22 and is connected steel plate 25 all to be embedded in the concrete then.
In the said step 1, the preparation method of the square board wall of module is following: step a, square inorganic plate of laying; Step b, on the square inorganic plate of this piece the position spraying adhesive glue of corresponding vertical inorganic lath; Step c, vertical inorganic lath is placed in the position of corresponding adhesive glue on the square inorganic plate of this piece, makes vertical inorganic lath and the square inorganic plate of this piece bonding; Steps d, on vertical inorganic lath, spray adhesive glue; Step e, on vertical inorganic lath, place second square inorganic plate, make second square inorganic plate and vertical inorganic lath bonding; Step f, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath.
In the said step 1, the preparation method of module triangle board wall is following: step a, triangle inorganic plate of laying; Step b, on this piece triangle inorganic plate the position spraying adhesive glue of corresponding triangle metal support; Step c, the triangle metal support is placed in the position of corresponding adhesive glue on this piece triangle inorganic plate, makes triangle metal support and this piece triangle inorganic plate bonding; Steps d, on the triangle metal support, spray adhesive glue; Step e, on the triangle metal support, place second triangle inorganic plate, make second triangle inorganic plate and triangle metal support bonding.

Claims (10)

1. building module one deck villa; Comprise ground, the structural upright that is connected with ground, the gable that is connected with structural upright and vertical wall and be connected gable and vertical wall on roofing slab (34); Said roofing slab is assembled by the roof sandwiched plate, it is characterized in that:
Said ground comprises concrete (24) and is embedded in steel bars in concrete screw rod (22), ground adjustable platform steel plate (21); The bottom buckle of said reinforcing bar screw rod (22); The top of reinforcing bar screw rod (22) is connected on the ground adjustable platform steel plate (21) through adjustable nut (23), also is distributed with four ground adjustable platform steel plate slotted holes (21.1) on the said ground adjustable platform steel plate (21);
Said structural upright is that the bottom is provided with the square tube shape metal upright post (14) that connects steel plate (25); The position that said connection steel plate (25) is gone up corresponding four ground adjustable platform steel plate slotted holes has four and is connected steel plate slotted hole (25.1) with vertical relatively four of ground adjustable platform steel plate slotted hole; There is connecting bolt (31) to pass ground adjustable platform steel plate slotted hole (21.1) and be connected steel plate slotted hole (25.1), ground adjustable platform steel plate (21) is linked together with being connected steel plate (25), also is provided with metallic supports (15) on the said square tube shape metal upright post (14);
Said gable is assembled by square board wall of module (35) and module triangle board wall (36), and said vertical wall is assembled by the square board wall of module;
The square board wall of said module comprise square outer inorganic plate (1), square in inorganic plate (2) and be connected square outer inorganic plate with square interior inorganic plate between the vertical inorganic lath (3) of parallel interval distribution; Said 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, and edge surrounds the square board wall side of module groove (6) in the left and right sides of the square board wall of module for vertical inorganic lath (3), square outer inorganic plate (1) and square interior inorganic plate (2); 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 with the square board wall of module through self-tapping screw;
Said module triangle board wall is by inorganic plate (9) in the outer inorganic plate (8) of triangle, the triangle and be connected in the outer inorganic plate of triangle and the triangle triangle metal support (10) between the inorganic plate and form; 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 tie-beam between said module triangle board wall and the square board wall of module; This tie-beam is clipped between the module square plate raglet (4) of module triangle board wall low groove (11) and the square board wall of module of module triangle board wall, and this tie-beam is connected with the square board wall of module with module triangle board wall through self-tapping screw;
Be equipped with metal bottom girder (16) in the square board wall low groove of module of said gable wall bottom and the square board wall low groove of module of vertical wall wall bottom; And metal bottom girder (16) is also fixedly taken between the metallic supports (15) that is placed on adjacent two square tube shape metal upright posts (14), and gable all is connected with metal bottom girder (16) through self-tapping screw with the square board wall of module in the vertical wall;
Be equipped with structural upright joint pin (17) in the square board wall side of the module groove on module square board wall side groove on the side of the said gable left and right sides and the vertical wall left and right sides side, and gable is connected with structural upright joint pin (17) through self-tapping screw with vertical wall;
Between said gable and the square tube shape metal upright post (14), be equipped with between vertical wall and the square tube shape metal upright post (14) and receive side plate (29), the receipts side plate (29) that wherein is positioned at outside gable and the vertical wall is connected with structural upright joint pin (17) with square tube shape metal upright post (14) through self-tapping screw;
Fixedly be erected with main bearing beam (18) between the top of two sides gable; The square board wall of module that is provided with in the module square plate raglet (4) at vertical wall wall top in high-low side girder (19) and the vertical wall is connected with high-low side girder (19) through self-tapping screw; Said 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 high-low side girder (19) with main bearing beam (18) through self-tapping screw.
2. a kind of building module one deck villa according to claim 1 is characterized in that: between said board wall joint pin (7) and the square board wall of module, between structural upright joint pin (17) and the square board wall of module, between structural upright joint pin (17) and the square tube shape metal upright post (14), receive between side plate (29) and the square tube shape metal upright post (14), receive between side plate (29) and the structural upright joint pin (17), between tie-beam and the module triangle board wall, between tie-beam and the square board wall of module, between metal bottom girder (16) and the square board wall of module and the adhesive reinforcing all arranged between high-low side girder (19) and the square board wall of module.
3. a kind of building module one deck villa according to claim 1; It is characterized in that: be connected with horizontal inorganic lath (32) between the upper end of said vertical inorganic lath (3), be connected with down horizontal inorganic lath (33) between the lower end of said vertical inorganic lath (3).
4. a kind of building module one deck villa according to claim 1 is characterized in that: the cross section of said board wall joint pin (7) and structural upright joint pin (17) is hollow.
5. a kind of building module one deck villa according to claim 1; It is characterized in that: said tie-beam is made up of tie-beam (13) under tie-beam (12) on the module triangle board wall and the module triangle board wall; Tie-beam (12) is connected in the module triangle board wall low groove (11) of module triangle board wall on the said module triangle board wall through self-tapping screw; Tie-beam (13) is connected through self-tapping screw in the module square plate raglet (4) of the square board wall of module under the said module triangle board wall, on the module triangle board wall under tie-beam (12) and the module triangle board wall tie-beam (13) be connected together.
6. a kind of building module one deck villa according to claim 1; It is characterized in that: said roof sandwiched plate comprise outer metal decking (26), inorganic base plate (27) and be connected outer metal decking and inorganic base plate between thermal insulation cotton (28); A wherein side side of said 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. a kind of building module one deck villa according to claim 6 is characterized in that: scribble grains of sand shape weather-resistant coating on the upper surface of said outer metal decking (26).
8. an aforesaid right requires the job practices of 1 described building module one deck villa, it is characterized in that step is following:
Step 1, accomplish the square board wall of module (35), module triangle board wall (36), board wall joint pin (7), structural upright joint pin (17) and roof sandwiched plate, and be transported to the job site at produce in factory;
Step 2, the ground of constructing on the ground; Four holes promptly are set; In the hole, lay reinforcing bar screw rod (22) and steel mesh reinforcement (30); Concreting all is embedded in the concrete bottom of reinforcing bar screw rod (22) and steel mesh reinforcement (30) then, on reinforcing bar screw rod (22), installs ground adjustable platform steel plate (21) through adjustable nut (23) then;
Step 3, through first square tube shape metal upright post is installed on the ground adjustable platform steel plate of connecting bolt in first ground;
Step 4, first metal bottom girder is installed, made that an end of first metal bottom girder is fixed on the metallic supports of first square tube shape metal upright post, the other end is temporary fixed;
Step 5, on first metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with first square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form first face wall;
Step 6, through second square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in second ground, second square tube shape metal upright post is connected with the other end of first face wall with first metal bottom girder;
Step 7, second metal bottom girder is installed, made that an end of second metal bottom girder is fixed on the metallic supports of second square tube shape metal upright post, the other end is temporary fixed, second metal bottom girder is vertical relatively with first face wall;
Step 8, on second metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with second square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form second face wall;
Step 9, through the 3rd square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in the 3rd ground, the 3rd square tube shape metal upright post is connected with the other end of second face wall with second metal bottom girder;
Step 10, through tie-beam installed module triangle board wall on first face wall, make first face wall finally become first wall that faces the mountain;
Step 11, the high-low side girder is installed, the high-low side girder is connected with second face wall in the top of second face wall, simultaneously also with first face wall on tie-beam be connected;
Step 12, the 3rd metal bottom girder is installed, made that an end of the 3rd metal bottom girder is fixed on the metallic supports of first square tube shape metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel;
Step 13, on the 3rd metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with first square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form the 3rd face wall;
Step 13, through the 4th square tube shape metal upright post is installed on the ground adjustable platform steel plate of bolt in the 4th ground, the 4th square tube shape metal upright post is connected with the other end of the 3rd face wall with the 3rd metal bottom girder;
Step 14, the 4th metal bottom girder is installed, made that an end of the 4th metal bottom girder is fixed on the metallic supports of the 4th square tube shape metal upright post, the other end is fixed on the metallic supports of the 3rd square tube shape metal upright post;
Step 15, on the 4th metal bottom girder, take and put and be fixedly connected the square board wall of module; Through the structural upright joint pin the square board wall of module is connected with the 4th square tube shape metal upright post; Through the board wall joint pin the square board wall of adjacent modules is connected as one, finally form the fourth face wall;
Step 10 six, through tie-beam installed module triangle board wall on the fourth face wall, make the fourth face wall finally become second wall that faces the mountain, the tie-beam on the fourth face wall is connected with high-low side girder on second face wall;
Step 10 seven, the high-low side girder is installed, the high-low side girder on the 3rd face wall is connected with the 3rd face wall in the top of the 3rd face wall, simultaneously also with first face wall on tie-beam be connected with tie-beam on the fourth face wall;
Step 10 eight, face the mountain and set up main bearing beam (18) between the wall, on main bearing beam and high-low side girder, lay roofing slab at first wall and second that faces the mountain;
Step 10 nine, between square tube shape metal upright post (14) and gable, between square tube shape metal upright post (14) and the vertical wall, be connected and receive side plate (29); The receipts side plate that is positioned at the gable and the vertical wall outside is connected with structural upright joint pin (17) with square tube shape metal upright post (14) through self-tapping screw; In square board wall of module and the laterally employing of the longitudinal seam place between the square board wall of adjacent modules bouncing putty joint filling, adopt the bouncing putty joint filling at the longitudinal seam place of receiving between side plate (29) and the square board wall of module;
Step 2 ten, tighten up adjustable nut (23) and connecting bolt (31) in the ground, concreting makes top, the ground adjustable platform steel plate (21) of reinforcing bar screw rod (22) and is connected steel plate (25) all to be embedded in the concrete then.
9. the job practices of building module one deck villa according to claim 8 is characterized in that: in the said step 1, the preparation method of the square board wall of module is following:
Step a, first square inorganic plate of laying;
Step b, on first square inorganic plate the position spraying adhesive glue of corresponding vertical inorganic lath;
Step c, 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;
Steps d, on vertical inorganic lath, spray adhesive glue;
Step e, on vertical inorganic lath, place second square inorganic plate, make second square inorganic plate and vertical inorganic lath bonding;
Step f, employing self-tapping screw are connected square inorganic plate with vertical inorganic lath.
10. the job practices of building module one deck villa according to claim 8 is characterized in that, in the said step 1, the preparation method of module triangle board wall is following:
Step a: lay first triangle inorganic plate;
Step b: the position of corresponding triangle metal support spraying adhesive glue on first triangle inorganic plate;
Step c: the triangle metal support is placed in the position of corresponding adhesive glue on first triangle inorganic plate, makes triangle metal support and first triangle inorganic plate bonding;
Steps d: on the triangle metal support, spray adhesive glue;
Step e: on the triangle metal support, place second triangle inorganic plate, make second triangle inorganic plate and triangle metal support bonding.
CN 201210061318 2012-03-09 2012-03-09 Module constructed one-layer villa and construction method thereof Active CN102561731B (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485415A (en) * 2013-09-05 2014-01-01 常熟市董浜镇徐市嘉峰机械厂 Splicing structure
CN108331374A (en) * 2018-01-24 2018-07-27 河海大学 A kind of steel ice composite structure field scientific investigation room and its assembling method
CN109944447A (en) * 2019-04-29 2019-06-28 舜元建设(集团)有限公司 A kind of more inclined slope roof concreting methods

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Publication number Priority date Publication date Assignee Title
CN2620736Y (en) * 2003-05-15 2004-06-16 聂宇 Fast mounting light wall-body structure
US7604141B1 (en) * 2006-09-25 2009-10-20 John C Taylor Intermodal container modular unit
CN201857768U (en) * 2010-08-26 2011-06-08 扬州通利冷藏集装箱有限公司 Modularized unit combinational house
CN102102402A (en) * 2011-04-01 2011-06-22 陈丽燕 Combined wallboard

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2620736Y (en) * 2003-05-15 2004-06-16 聂宇 Fast mounting light wall-body structure
US7604141B1 (en) * 2006-09-25 2009-10-20 John C Taylor Intermodal container modular unit
CN201857768U (en) * 2010-08-26 2011-06-08 扬州通利冷藏集装箱有限公司 Modularized unit combinational house
CN102102402A (en) * 2011-04-01 2011-06-22 陈丽燕 Combined wallboard

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485415A (en) * 2013-09-05 2014-01-01 常熟市董浜镇徐市嘉峰机械厂 Splicing structure
CN108331374A (en) * 2018-01-24 2018-07-27 河海大学 A kind of steel ice composite structure field scientific investigation room and its assembling method
CN109944447A (en) * 2019-04-29 2019-06-28 舜元建设(集团)有限公司 A kind of more inclined slope roof concreting methods

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