CN102561731B - Module constructed one-layer villa and construction method thereof - Google Patents
Module constructed one-layer villa and construction method thereof Download PDFInfo
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- CN102561731B CN102561731B CN 201210061318 CN201210061318A CN102561731B CN 102561731 B CN102561731 B CN 102561731B CN 201210061318 CN201210061318 CN 201210061318 CN 201210061318 A CN201210061318 A CN 201210061318A CN 102561731 B CN102561731 B CN 102561731B
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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
Technical field
The present invention relates to a kind of modular one deck 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 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 a kind of module constructed one-layer villa and job practices thereof, solve traditional one deck 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 one deck villa body of wall; And solve the problem that traditional one deck villa noise is large, electric leakage hidden danger is arranged; And solve traditional poor problem of one deck villa shock resistance.
For achieving the above object, the present invention adopts following technical scheme: a kind of module constructed one-layer 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 to roofing slab on gable and the vertical wall, 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, also 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 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 on the described square-tube-shaped metal upright post.
Described gable is assembled by the square board wall of module and module triangle board wall, and described vertical wall is 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 self-tapping screw and module.
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 tie-beam between described module triangle board wall and the square board wall of module, this 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 this tie-beam 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 described 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-shaped metal upright posts, and gable all is connected with the metal bottom girder by self-tapping screw with the square board wall of the module in being connected 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 described gable left and right sides and the vertical wall left and right sides side, and gable be connected wall and be connected with the structural upright joint pin by self-tapping screw.
Between described gable and the square-tube-shaped metal upright post, be equipped with the receipts side plate between vertical wall and the square-tube-shaped metal upright post, wherein be positioned at gable and the receipts side plate be connected outside the wall is connected with the structural upright joint pin with the square-tube-shaped metal upright post by 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 high-low side girder and the vertical wall in the module square plate raglet at vertical wall wall top is connected with the high-low side girder by self-tapping screw, 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.
Between described 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-shaped metal upright post, receive between side plate and the square-tube-shaped 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 plate bar between the upper end of described vertical inorganic lath, be connected with lower horizontal inorganic plate bar between the lower end of described vertical inorganic lath.
The cross section of described board wall joint pin and structural upright joint pin is hollow.
Described tie-beam is comprised 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 described module triangle board wall by self-tapping screw, tie-beam is connected to by self-tapping screw in the module square plate raglet of the square board wall of module under the described module triangle board wall, on the module triangle board wall under tie-beam and the module triangle board wall tie-beam be connected together.
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.
Scribble grains of sand shape weather-resistant coating on the upper surface of described outer metal decking.
A kind of job practices of above-mentioned module constructed one-layer villa, it is characterized in that step is as follows: step 1, finish the square board wall of module, module triangle board wall, board wall joint pin, structural upright joint pin and roof sandwiched plate at produce in factory, and be transported to the job site.
Step 6, by the ground adjustable platform steel plate of bolt in second ground second square-tube-shaped metal upright post is installed, made second square-tube-shaped metal upright post and the first face wall and be connected an other end of metal bottom girder and be connected.
Step 9, by the ground adjustable platform steel plate of bolt in the 3rd ground the 3rd square-tube-shaped metal upright post is installed, made the 3rd square-tube-shaped metal upright post and the second face wall and be connected an other end of metal bottom girder and be connected.
Step 11, at the top of the second face wall installation height edge-beam, the high-low side girder is connected with the second face wall, also be connected with tie-beam on the first face wall simultaneously.
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-shaped metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel.
Step 13, take at the 3rd metal bottom girder and to put and to be fixedly connected with the square board wall of module, by the structural upright joint pin the square board wall of module is connected with first square-tube-shaped metal upright post, by the board wall joint pin the square board wall of adjacent module is connected as one, finally form the 3rd face wall.
Step 13, by the ground adjustable platform steel plate of bolt in the 4th ground the 4th square-tube-shaped metal upright post is installed, the 4th square-tube-shaped metal upright post is connected with the other end of the 3rd face wall with the 3rd metal bottom girder.
In the described step 1, the preparation method of the square board wall of module is as follows: 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, spray adhesive glue at vertical inorganic lath; Step e, place second square inorganic plate at vertical inorganic lath, 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 module constructed one-layer villa is characterized in that, in the described step 1, the preparation method of module triangle board wall is as follows: 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, on first triangle inorganic plate the position holding triangular metallic support of corresponding adhesive glue, make triangle metal support and first triangle inorganic plate bonding; Steps d, spray adhesive glue at the triangle metal support; Step e, place second triangle inorganic plate at the triangle metal support, 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 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.
The body of wall of described 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 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.
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.
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.
The square hollow metal that described metal bottom girder is an entire length, metal bottom girder and tie-beam form mutually stressed wall frame, can uniform 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 the 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 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.
Described 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
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 that the master of the square board wall of module looks schematic diagram.
Fig. 4 is that schematic diagram is looked on the right side of Fig. 3.
Fig. 5 is the schematic top plan view of Fig. 3.
Fig. 6 is the schematic diagram that the square board wall of adjacent two modules connects.
Fig. 7 is that the master of module triangle board wall looks schematic diagram.
Fig. 8 is that schematic diagram is looked on the right side of Fig. 7.
Fig. 9 is the schematic diagram 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 schematic diagram that gable cooperates with roofing slab and structural upright.
Figure 12 is the schematic diagram that structural upright is connected with ground.
Figure 13 is the schematic diagram that ground adjustable platform steel plate cooperates with junction steel plate.
Figure 14 is the schematic diagram that vertical wall is connected with roofing slab.
Figure 15 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, 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-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-receives side plate, the 30-steel mesh reinforcement, the 31-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 specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this module constructed one-layer 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 to gable and vertical wall on roofing slab, described roofing slab is assembled by the roof sandwiched plate.
Referring to Fig. 1, Fig. 2, Figure 12, Figure 13, described ground comprises concrete 24 and the reinforcing bar screw rod 22, ground adjustable platform steel plate 21, the steel mesh reinforcement 30 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, also 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 corresponding four ground adjustable platform steel plate slotted holes has four vertical four junction steel plate slotted holes 25.1 relative to ground adjustable platform steel plate slotted hole on the junction steel plate 25 of described square-tube-shaped metal upright post 14 bottoms, there is 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 is provided with metallic supports 15 on the described square-tube-shaped metal upright post 14.
Referring to Fig. 1, Fig. 3-6, described gable is assembled by the square board wall 35 of module and module triangle board wall 36.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; Described 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 by the square board wall of self-tapping screw and module; In the present embodiment, also be connected with horizontal inorganic plate bar 32 between the upper end of vertical inorganic lath 3, also be connected with lower horizontal inorganic plate bar 33 between the lower end of vertical inorganic lath 3.The cross section of described board wall joint pin 7 is hollow, forms by inorganic lath is bonding.
Referring to Fig. 7-9, 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 tie-beam between described module triangle board wall and the square board wall of module, this 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 this tie-beam is connected board wall by self-tapping screw and module triangle board wall and is connected with module.In the present embodiment, tie-beam is comprised 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 described module triangle board wall by self-tapping screw, tie-beam 12 also is connected with the module square plate raglet 4 of the square board wall of module by 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 described module triangle board wall by 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 by hook under the module triangle board wall) in addition.
Referring to Fig. 2-6, described 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 the syndeton between the square board wall of adjacent module in the vertical wall and the syndeton between the square board wall of adjacent module 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 described 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-shaped metal upright posts 14, and gable all is connected with metal bottom girder 16 by self-tapping screw with the square board wall of the module in being connected 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 described gable left and right sides and the vertical wall left and right sides side, and gable be connected wall and be connected with structural upright joint pin 17 by self-tapping screw, between gable and the square-tube-shaped metal upright post 14, be equipped with between vertical wall and the square-tube-shaped metal upright post 14 and receive side plate 29, the receipts side plate 29 that wherein is positioned at gable and is connected the wall outside is connected with the structural upright joint pin with square-tube-shaped metal upright post 14 by self-tapping screw and is connected, in the present embodiment, gable and vertical within the walls side also have the side plate 29 of receipts, and the receipts side plate 29 of side is connected with structural upright joint pin 17 by self-tapping screw gable with being connected within the walls; The cross section of described structural upright joint pin 17 is 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 high-low side girder 19 and the vertical wall in the module square plate raglet 4 at vertical wall wall top is connected with high-low side girder 19 by self-tapping screw, 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 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 open is relative or web is relative, and arrangement can reduce materials'use amount and the weight of main bearing beam like this.
Referring to Figure 15, described 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 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.Scribble grains of sand shape weather-resistant coating on the upper surface of described outer metal decking 26.
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, receive between side plate 29 and the square-tube-shaped 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.
On the described vertical wall door opening and window hole are arranged, the edge of door opening and window hole has the metal joist envelope flat, four limit metal joists of the square board wall transverse side of module vertically extend to up and down body of wall top and bottom, are connected the metal bottom girder with the lower end with the high-low side girder of the square board wall of module upper end and are connected.Door and the housing of window pack into respectively in door opening and the window hole, and the housing of being connected with window is connected metal joist by self-tapping screw and door opening and is connected with the window hole place.
The job practices of described module constructed one-layer villa, its step is as follows: step 1, finish the square board wall 35 of module, 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 5, take at first metal bottom girder and to put and to be fixedly connected with the square board wall of module, by structural upright joint pin 17 the square board wall of module is connected with first square-tube-shaped metal upright post, by board wall joint pin 7 the square board wall of adjacent module is connected as one, finally form the first face wall; Specifically, first smear adhesive at a root architecture column joint pin 17 exactly, structural upright joint pin 17 and first square-tube-shaped metal upright post are sticked together, then first square board wall of module be installed, 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 utilize and just carrying 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, described 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, then with self-tapping screw the square board wall of structural upright joint pin 17 and module is connected, with self-tapping screw the square board wall of board wall joint pin 7 and module is connected, with self-tapping screw the square board wall of metal bottom girder and module is connected.
Step 6, by the ground adjustable platform steel plate 21 of connecting bolt in second ground second square-tube-shaped metal upright post is installed, made second square-tube-shaped metal upright post and the first face wall and be connected an other end of metal bottom girder and be connected;
Step 9, by the ground adjustable platform steel plate 21 of connecting bolt in the 3rd ground the 3rd square-tube-shaped metal upright post is installed, made the 3rd square-tube-shaped metal upright post and the second face wall and be connected an other end of metal bottom girder and be connected;
Step 11, at the top of the second face wall installation height edge-beam, the high-low side girder is connected with the second face wall, also be connected with tie-beam on the first face wall simultaneously;
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-shaped metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel;
Step 13, take at the 3rd metal bottom girder and to put and to be fixedly connected with the square board wall of module, by structural upright joint pin 17 the square board wall of module is connected with first square-tube-shaped metal upright post, by board wall joint pin 7 the square board wall of adjacent module is connected as one, finally form the 3rd face wall;
Step 13, by the ground adjustable platform steel plate 21 of connecting bolt in the 4th ground the 4th square-tube-shaped metal upright post is installed, the 4th square-tube-shaped metal upright post is connected with the other end of the 3rd face wall with the 3rd metal bottom girder;
In the described step 1, the preparation method of the square board wall of module is as follows: 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, spray adhesive glue at vertical inorganic lath; Step e, place second square inorganic plate at vertical inorganic lath, 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 described step 1, the preparation method of module triangle board wall is as follows: 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, on this piece triangle inorganic plate the position holding triangular metallic support of corresponding adhesive glue, make triangle metal support and this piece triangle inorganic plate bonding; Steps d, spray adhesive glue at the triangle metal support; Step e, place second triangle inorganic plate at the triangle metal support, make second triangle inorganic plate and triangle metal support bonding.
Claims (10)
1. module constructed one-layer 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 to gable and vertical wall on roofing slab (34), described roofing slab 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), also 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) has four vertical four junction steel plate slotted holes (25.1) relative to ground adjustable platform steel plate slotted hole, there is 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);
Described gable is assembled by the square board wall of module (35) and module triangle board wall (36), and described vertical wall is assembled by the square board wall of module;
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 self-tapping screw and module;
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 tie-beam between described module triangle board wall and the square board wall of module, this 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 this tie-beam 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 described 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-shaped metal upright posts (14), and gable all is connected with metal bottom girder (16) by self-tapping screw with the square board wall of the module in being connected 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 described gable left and right sides and the vertical wall left and right sides side, and gable be connected wall and be connected with structural upright joint pin (17) by self-tapping screw;
Between described gable and the square-tube-shaped metal upright post (14), be equipped with between vertical wall and the square-tube-shaped metal upright post (14) and receive side plate (29), wherein be positioned at gable and the receipts side plate (29) be connected outside the wall is connected 17 with square-tube-shaped metal upright post (14) with the structural upright joint pin by self-tapping screw) be connected;
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 high-low side girder (19) and the vertical wall in the module square plate raglet (4) at vertical wall wall top is connected with high-low side girder (19) by self-tapping screw, 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. a kind of module constructed one-layer villa according to claim 1 is characterized in that: between described 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-shaped metal upright post (14), receive between side plate (29) and the square-tube-shaped 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 metal bottom girder (16) 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.
3. a kind of module constructed one-layer villa 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 described vertical inorganic lath (3).
4. a kind of module constructed one-layer villa according to claim 1, it is characterized in that: the cross section of described board wall joint pin (7) and structural upright joint pin (17) is hollow.
5. a kind of module constructed one-layer villa according to claim 1, it is characterized in that: described tie-beam is comprised 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 described module triangle board wall by self-tapping screw, tie-beam (13) is connected to by self-tapping screw in the module square plate raglet (4) of the square board wall of module under the described 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 module constructed one-layer villa 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. a kind of module constructed one-layer villa according to claim 6 is characterized in that: scribble grains of sand shape weather-resistant coating on the upper surface of described outer metal decking (26).
8. the job practices of the claims 1 a described module constructed one-layer villa is characterized in that step is as follows:
Step 1, finish 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 namely are set, 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 3, by the ground adjustable platform steel plate of connecting bolt in first ground first square-tube-shaped metal upright post is installed;
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-shaped metal upright post, the other end is temporary fixed;
Step 5, take at first metal bottom girder and to put and to be fixedly connected with the square board wall of module, by the structural upright joint pin the square board wall of module is connected with first square-tube-shaped metal upright post, by the board wall joint pin the square board wall of adjacent module is connected as one, finally form the first face wall;
Step 6, by the ground adjustable platform steel plate of bolt in second ground second square-tube-shaped metal upright post is installed, made second square-tube-shaped metal upright post and the first face wall and be connected an other end of metal bottom girder and be connected;
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-shaped metal upright post, the other end is temporary fixed, second metal bottom girder is relative with the first face wall vertical;
Step 8, take at second metal bottom girder and to put and to be fixedly connected with the square board wall of module, by the structural upright joint pin the square board wall of module is connected with second square-tube-shaped metal upright post, by the board wall joint pin the square board wall of adjacent module is connected as one, finally form the second face wall;
Step 9, by the ground adjustable platform steel plate of bolt in the 3rd ground the 3rd square-tube-shaped metal upright post is installed, made the 3rd square-tube-shaped metal upright post and the second face wall and be connected an other end of metal bottom girder and be connected;
Step 10, by tie-beam installation module triangle board wall on the first face wall, make the first face wall finally become the first surface gable;
Step 11, at the top of the second face wall installation height edge-beam, the high-low side girder is connected with the second face wall, also be connected with tie-beam on the first face wall simultaneously;
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-shaped metal upright post, the other end is temporary fixed, the 3rd metal bottom girder and the second face wall opposing parallel;
Step 13, take at the 3rd metal bottom girder and to put and to be fixedly connected with the square board wall of module, by the structural upright joint pin the square board wall of module is connected with first square-tube-shaped metal upright post, by the board wall joint pin the square board wall of adjacent module is connected as one, finally form the 3rd face wall;
Step 13, by the ground adjustable platform steel plate of bolt in the 4th ground the 4th square-tube-shaped metal upright post is installed, the 4th square-tube-shaped 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-shaped metal upright post, the other end is fixed on the metallic supports of the 3rd square-tube-shaped metal upright post;
Step 15, take at the 4th metal bottom girder and to put and to be fixedly connected with the square board wall of module, by the structural upright joint pin the square board wall of module is connected with the 4th square-tube-shaped metal upright post, by the board wall joint pin the square board wall of adjacent module is connected as one, finally form the fourth face wall;
Step 10 six, by tie-beam installation 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 the second face wall;
Step 10 seven, at the top of the 3rd face wall installation height edge-beam, the high-low side girder on the 3rd face wall is connected with the 3rd face wall, also be connected with the tie-beam be connected with the fourth face wall of tie-beam on the first face wall simultaneously;
Step 10 eight, face the mountain at first surface gable and second and to set up main bearing beam (18) between the wall, lay roofing slab in main bearing beam and high-low side girder;
Step 10 nine, between square-tube-shaped metal upright post (14) and gable, between square-tube-shaped metal upright post (14) and the vertical wall, be connected and receive side plate (29), make the receipts side plate outside being positioned at gable and being connected wall be connected 17 with square-tube-shaped metal upright post (14) with the structural upright joint pin by self-tapping screw) be 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 the longitudinal seam place employing bouncing putty joint filling 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, 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).
9. the job practices of module constructed one-layer villa according to claim 8, it is characterized in that: in the described step 1, the preparation method of the square board wall of module is as follows:
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, spray adhesive glue at vertical inorganic lath;
Step e, place second square inorganic plate at vertical inorganic lath, 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 module constructed one-layer villa according to claim 8 is characterized in that, in the described step 1, the preparation method of module triangle board wall is as follows:
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 position holding triangular metallic support of corresponding adhesive glue on first triangle inorganic plate makes triangle metal support and first triangle inorganic plate bonding;
Steps d: spray adhesive glue at the triangle metal support;
Step e: place second triangle inorganic plate at the triangle metal support, make second triangle inorganic plate and triangle metal support bonding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN 201210061318 CN102561731B (en) | 2012-03-09 | 2012-03-09 | Module constructed one-layer villa and construction method thereof |
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| CN 201210061318 CN102561731B (en) | 2012-03-09 | 2012-03-09 | Module constructed one-layer villa and construction method thereof |
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| CN102561731B true CN102561731B (en) | 2013-10-23 |
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| CN103485415A (en) * | 2013-09-05 | 2014-01-01 | 常熟市董浜镇徐市嘉峰机械厂 | Splicing structure |
| CN108331374B (en) * | 2018-01-24 | 2021-03-19 | 河海大学 | Steel-ice combined structure field scientific investigation room and assembling method thereof |
| CN109944447B (en) * | 2019-04-29 | 2021-01-01 | 舜元建设(集团)有限公司 | Multi-slope roof concrete pouring method |
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| 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 |
| CN102102402B (en) * | 2011-04-01 | 2012-07-04 | 陈丽燕 | Combined wallboard |
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