CN101892743A

CN101892743A - Construction method of permanent housing

Info

Publication number: CN101892743A
Application number: CN2010102095578A
Authority: CN
Inventors: 张培霞
Original assignee: Individual
Current assignee: Individual
Priority date: 2010-06-19
Filing date: 2010-06-19
Publication date: 2010-11-24
Anticipated expiration: 2030-06-19
Also published as: WO2011157228A1; CN101892743B

Abstract

The invention discloses a construction method of a permanent housing, which belongs to the field of constructions. The invention aims to build a firm and safe housing for people and adopts the following technical scheme: a building foundation and main body reinforced concrete are cast into a whole body by using a carefully special suit large formwork; a wall body is hollow and is divided into a main wall 4 and a leaf wall 5, or is divided into a main wall 4, a leaf wall 3 and a leaf wall 5; a hollow part can be filled with a heat preservation and insulation material or water; a roof is provided with a precast hollow component for heat preservation and insulation; the special suit large formwork can be designed into different forms, different sizes and different process modeling according to different regions, different cultures and different requirements so as to build housings with different types and different specifications for the people, and can be used repeatedly. The construction method realizes the mechanization of the whole construction process and does not use any building blocks and tiles, and the permanent housing is firm and safe, and realizes time saving, labor saving, high efficiency, energy saving and environmental protection.

Description

A kind of building method of permanent housing

Technical field: the present invention relates to building field. be used for a kind of building method of cities and towns and rural multilayer resident's building and common house owed by a citizen.

North scape technology: what the common low-rise building in present known city multilayer resident building and small towns and rural area mainly adopted is that reinforced concrete frame and building block brick mix the building method that reaches civil structure, wherein reinforced concrete frame structure is comparatively firm, can stand earthquake shock to a certain degree, but also be unable to undergo the test of high strength earthquake, building block brick mixes and civil structure cannot withstand a single blow especially, also useful large form is complete cast-in-place, but its technical performance and job practices are also relatively backward and complicated, by in the past both at home and abroad some earthquake and other natural calamities in various degree prove, most residents room that existing traditional building method is founded a capital can not guarantee the soundness and the safety of height in high-intensity earthquake and other natural calamity, cause great an ancient egg-shaped, holed wind instrument to lose for people's life material product, and the building worker is continuous complicated time-consuming, not energy-conservation, particularly in the architectural process in small towns and rural area, technology and method all compare arbitrarily and fall behind, quality does not guarantee especially, and the building waste contaminated environment.

Summary of the invention: the objective of the invention is to build a kind of firm for people. safety. energy-conservation. environmental protection. permanent housing attractive in appearance when high-intensity earthquake or other natural calamity are attacked, makes people's safety of life and property exempt from injury.

Technical scheme of the present invention is. abandoned traditional building thoughts and ideas, with single-minded. specialty. unified. standard. standard. meticulous. various thought theory, be integral with the full basis 1 of reinforcing bar and the main wall 4. columns 8. collar tie beams 9. spandrel girders 10. ceilings 13. technology fences 15. parapets 20. sloping beam 23.26. slope canopy 24. spine 25. usefulness reinforced concrete cast-in-situs of special meticulously suit large form house 0, main wall 4 is a hollow, be divided into main wall 4 and leaf wall 5. or main two leaf walls. be main wall 4. leaf walls 3. and leaf wall 5, and size that can be by changing big inner corner trim 56 and wear the width that pin 66 changes main wall 4, wherein. main wall 4 wide 15cm. leaf walls 3 and leaf wall 5 wide 6cm, the part 6 wide 9cm of hollow and can load heat preserving and insulating material, also can water filling, hollow prefabricated component 21 of the heat insulation employing flat-top of roof insulation and sloping head space heart prefabricated component 27.29.30.31.32 also can reserve window opening in sloping canopy 24 tops in two sloping rooms and install the skylight.

Special suit large form adopts shaped steel and steel plate welding to make, mainly be divided into foundation forms. the wall template. hanger. beam form. several major parts of ceiling and fence, and can be according to different regions. different culture. different need be designed to different patterns. different sizes and art shapes. come to build different styles for people. the house of different size, and it is reusable, large form is very accurate by elaborating, so the wall leveling that obtains is smooth, can directly whitewash with colored plain ash or coating, the time and labour saving material-saving is attractive in appearance.

Because complete basic 1. main walls, 4. interior walls, 16.18 columns, 8. collar tie beams, 9. spandrel girders, 10 ceilings, the 13 sloping beam 23.26 spine 25. sloping canopies 24. of the reinforcing bar in house 0 are to be integral by reinforced concrete cast-in-situ, very firm, when violent earthquake takes place, can whole displacement or inclination, but can not collapse, the shock resistance and the safety in house have been improved greatly, for people's safety of life and property provides assurance, because main wall 4 is a hollow, and precast hollow member thermal insulation has been adopted on the roof, improved the comfortableness of living greatly, the energy consumption that has reduced heating and cooling has to a certain extent reduced discharging, and makes the building overall process realize mechanization, does not use any building block and brick and tile, do not produce building waste, accomplished to save time. the saving of labor. efficient. energy-conservation. environmental protection.

The present invention is that example is come technical scheme of the present invention and the further detailed explanation of suit large form with a common house 0.

One. basic exterior sheathing 35 is also strained by steel pin and tension spanner 42 plug-in mountings by cushion cap 35. waist 36. lower margins 37. and is formed, length is benchmark with the standard width of a room in an old-style house and depth, highly can change by the piece number of increase and decrease waist 36, basis inner formword 38. plugs 59. and inner corner trim 50. and external corner 51 are formed with same form, each template is by latch 39 and the solid and tension of tension spanner 42 pins when construction, ram in the ground drill rod 45 fixing, suitable for reading stuck with chucking pull bar 46, and can adjust on it width that basic exterior sheathing 35 and basic inner formword 38 are adjusted in 48 position, the full basis 1 of the reinforcing bar that obtains like this is for I-shaped and can adjust height and width.

Two. the installation of all templates realizes by vehicle-type upper rotating tower crane 161, the form that its key technology has adopted telescopic arm 162 to add cantilever 187 is installed on the automobile 161, cantilever 187 and counter-jib 179 can the vertical folding and unfoldings of horizontal folding, by telescopic arm 162 folding and unfoldings to automobile 161, support the monitor 174 that 170 tops are equipped with rotatable pitching in revolution, radio monitor is installed on amplitude variation trolley 191 monitors suspension hook downward vertically, make operating personnel needn't climb up the operation that cat head can be finished hoisting heavy, power adopts electric power, operation bench is located at the copilot station of automobile 161, automobile 161 usefulness U-shapeds are held tightly bolt and square steel 164.165 and tensioning pull bar 167 bolts in when construction and be affixed on the big nut 166 that is embedded in the full basis 1 of reinforcing bar, it is perfectly safe that the safety of vehicle-type upper rotating tower crane 161 and reliability have been obtained.

Three. wall form is divided into outer wall template 58.68, the same outer wall template of interior wall form. and can adjust width as the case may be, window opening template 75.76, door opening template 84.85, sandwich template electromagnetic shaker 91, and big external corner 52 model of the column 55 and big inner corner trim 56; Outer wall template 58.68 high 4m wherein, wide is benchmark with the standard width of a room in an old-style house, thick 80mm, the edge of both sides is designed to the vertical interior outer scarf of opening of receiving, be convenient to installation and removal, and the steel plate that leaves 5-10mm is joined indent, form with bolt and nut on middle 2.2-2.8m place 61 is installed to outer wall template 58.68 inboards so that reserve back window opening 19 in construction with special removable cellar sash 62, retractable foot rest 60 is installed to replace scaffold respectively at 1.5m and 3m place, be welded with on the frame of both sides latch 39 and tension spanner 42 with connecting pin solid and tension template; Window opening template 75.76 and door opening template 84.85 are on the basis of outer wall template 58.68 centre to be hollowed out according to preliminary dimension, and design component 77.78.79.80.81.86.87.88.89.90 corresponding with it wears the pin assembling respectively with wearing pin 82, so that form removal, wherein component 80.81.89.90. can be designed as different technology flower types; Sandwich template electromagnetic shaker 91 be one can tensioning and the electromagnetic shaker of contraction, and can be designed to arbitrary dimension as required; The size of big external corner 52 model of the column 55 and big inner corner trim 56 and outer wall template 58.68 and window opening template 75.76 and door opening template 84.85 match, and the edge of both sides is designed to open the outer scarf of receiving in vertical, and leaves the steel plate ginseng flanging of protruding 5-10mm.When construction. earlier prefabricated reinforced mesh and column reinforcing bar are welded on the steel bar end that is reserved on the full basis 1 of reinforcing bar, exterior wall inner formword 68. window opening inner formwords, 76. door opening inner formwords 85 and interior wall form are installed again, by the nut 71 that is embedded in the house earth surface 2 that fixed mount 69 usefulness bolts 70 bolts are solid, being connected exterior wall inner formword 68. window opening inner formwords 76. door opening inner formwords 85 also with interior wall form with tensioning pull bar 72, bolt is affixed on the fixed mount 69, and the suitable for reading of template is strained and fixed with tensioning pull bar 72, with wearing pin 66 sleeve pipes 67 exterior wall exterior sheathing 58. window opening exterior sheathings 75. door opening exterior sheathings 84 and big inner corner trim 56 big external corner 52 model of the column 55 and exterior wall inner formword 68 window opening inner formwords 76 door opening inner formwords 85 pins are affixed to together again, then sandwich template electromagnetic shaker 91 is sling and put in the middle of the outer wall template 58.68 window opening templates 75.76 door opening templates 84.85, block with special jump ring and it can be shaken but not removable, the height of concrete pouring can be regulated by special auxiliary tool and control to needed height, during form removal sandwich template electromagnetic shaker 91 is shunk and can hang out, the concrete ram-jolt of interior wall can be with holding up formula electromagnetic shaker shake plate or with the form ram-jolt of shaking tamper.

Four. hanger is divided into exterior wall hanger 103. and hanger 109. interior wall hangers 125.128 and external corner hanger 130. and the straight angle 114. auxiliary templates 105.129 within the walls outward; Wherein exterior wall hanger 103 is made up of underframe 103 ring beam templates 104 auxiliary templates 105 caging bolts 106 pumping rods 107 collapsible scaffolds 108, length is benchmark with the standard width of a room in an old-style house, the width of ring beam template 104 is that the height that collar tie beam 9 adds ceiling 13 adds 5-10cm, height 50cm scope in regulated by caging bolt 106 and pumping rod 107 for receiving the outer steel plate ginseng flanging of opening bevelled edge and leaving 5-10mm in the inboard in vertical in two in construction; The specification of outer hanger 109 within the walls is identical with pylon 103, and ring beam template 110 is provided with bevelled edge joint 111; The length of interior wall hanger 125.128 can specifically be set according to the length of depth, and ring beam template 126 is L shaped and can be designed to technology flower shape that one is provided with L shaped bevelled edge joint 127 so that form removal; The structure of external corner hanger 130 is with exterior wall hanger 103; The height of the straight angle 114 is received bevelled edge and is left the steel plate ginseng flanging of protruding 5-10mm outside in vertical with the edge of model of the column 55. both sides with ring beam template 104. width; The upper edge of auxiliary template 129 is made as bevelled edge, and one is provided with the bevelled edge joint, is used to be installed to outer hanger 109 within the walls. use during for sloping canopy template 160 that two sloping rooms are installed.

Five. but load-bearing beam form 115 is the mechanical type beam forms by the effect opening and closing of tensioning pull bar 121, is divided into girder mould 115 and outrigger mould 124, is provided with hypotenuse joint 116 and 119 so that form removal of girder mould, and can be designed to technology flower ellbeam mould.

Six. ceiling template 136 length and width are that benchmark is divided into four with the standard width of a room in an old-style house and depth, and the edge is with bevelled edge and the accurate butt joint of steel plate ginseng flanging ginseng indent, and is solid with latch 39 pins, and can be designed to technology flower shape template; The template of cornicing 133 is divided into two, and is solid with latch 39 pins with bevelled edge and the accurate butt joint of steel plate ginseng flanging ginseng indent, and can be designed to technology flower shape template, and auxiliary template 131 supporting installations are arranged.

Seven. load-bearing beam form 115 ceiling templates 136 cornice template 133 when construction with

pull supporting leg

134 and 135 tops of electronic jack.

Eight. technology fence template is divided into exterior sheathing 140 and inner formword 141, and can be designed to any moulding, when construction with wearing pin 144 and sleeve pipe 145 is worn pin, and be fixed to the form of bolt and nut with link 142 and cornice above the template 133, with special electromagnetic shaker 146 auxiliary constructions.

Nine. parapet template 147 is divided into parapet exterior sheathing 147. parapets and cornices that wherein parapet exterior sheathing 147 and parapet cornice and 148 assemble with latch and tension spanner 148. parapet inner formwords 149., interface is a bevelled edge, parapet exterior sheathing 147 can be designed to technology flower shape template, when construction with wearing pin 144 and sleeve pipe 145 is worn pin, be affixed to above the exterior wall pylon 103 with the form bolt of connecting rod 150 with bolt and nut, and with special electromagnetic shaker 151 auxiliary constructions.

Ten. steelframe stair 34 are designed to steelframe and add wooden pedal and be assembled into one with bolt and nut, and wear on the wall that pin is affixed to staircase with king-bolt.

11. the triangle shread head of wall top, two sloping Fangshan is designed to hollow prefabricated component 22; Slope beam forms 152 and 153 usefulness are worn pin 66 sleeve pipes 67 and are worn pin and hang onto on the hollow prefabricated component 22, and with latch 39 downward latches on ring beam template 104 and 110, the width of its mesoslope beam forms 152 is wideer 12 centimeters than 153, is that the thickness that sloping beam adds ceiling adds 5cm; But slope beam form 156 and spine mould 159 also are the mechanical type beam forms by the 121 effect opening and closing of tensioning pull bar, one is provided with the bevelled edge joint and is convenient to form removal, and can be designed to technology the flowers are in blossom the shape template, sloping beam form 156 is connected with delta connection 157 and is affixed on the following load-bearing beam form 115 or on the interior wall hanger 125.128 to downside pin with latch 39.

12. sloping canopy template 160 is that reference design is two with the length on the standard width of a room in an old-style house and slope, vertically cut sth. askew from the centre, and with steel plate ginseng flanging ginseng indent and latch 39 closed butt joints, periphery uses latch 39 and sloping beam form 156.159 and sloping beam forms 153 pins solid, and can be designed to technology flower shape template, when construction, use 135 tops of pull push rod 134. electronic jack.

13. after sloping canopy 24 constructions in two sloping rooms are finished, put hollow prefabricated 27.29.30.31.32.33 immediately in order, smear plain ash at interface and closely put, make itself and sloping canopy 24 be frozen into one; Sit ash in ceiling 13 tops and put hollow prefabricated component 21, interface is smeared plain ash; Hollow prefabricated component 27.29.30.31.32 upper surface is designed to waveform, and wipes one's face with colored plain ash, and specification can be set as required; Also can reserve window opening in sloping canopy 24 tops in two sloping rooms and install the skylight.

14. after the form removal. with special planning machine with on the body of wall or the burr of leaving on the ceiling scrape, whitewash with colored plain ash or coating.

The invention has the beneficial effects as follows. make the building overall process realize mechanization, because full basis 1 of the reinforcing bar in house 0 and main wall 4. columns 8. collar tie beams 9. spandrel girders 10. ceilings 13. technology fences 15. parapets 20. sloping beam 23.26. slope canopy 24. spine 25. usefulness reinforced concrete cast-in-situs are integral, and main wall 4 is a hollow, the roof adopts precast hollow member 22.27.29.30.31.32.33 thermal insulation, wall whitewashes with colored plain ash, has accomplished to save time. the saving of labor. and efficient. energy-conservation. environmental protection. firm. safety. attractive in appearance.

Description of drawings:

Fig. 1 is that front view Fig. 2 of the present invention is the plane view of a main leaf wall

Fig. 3 is that plane view Fig. 4 of main two leaf walls is the horizontal cut-away figure in house

Fig. 5 is that the vertical cut-away figure Fig. 6 in house is the steelframe stair

Fig. 7 is that plane, house cut-away figure Fig. 8 is a foundation forms

Fig. 9 is that exploded view Figure 10 of Fig. 8 is external corner inner corner trim and model of the column

Figure 11 is that outer wall template Figure 12 is link and tensioning pull bar

Figure 13 is that window opening template Figure 14 is the parts explosion of Figure 13

Figure 15 is that door opening template Figure 16 is the parts explosion of Figure 15

Figure 17 is that sandwich template electromagnetic shaker Figure 18 is the horizontal plane figure of Figure 17

Figure 19 is that the incomplete vertical plane figure Figure 20 of Figure 17 is the exterior wall pylon

Figure 21 is that outer hanger Figure 22 within the walls is the straight angle

Figure 23 is that load-bearing beam form Figure 24 is the interior wall hanger

Figure 25 is that then view Figure 26 of Figure 24 is an auxiliary template

Figure 27 is that external corner hanger Figure 28 is cornice template and supporting leg and jack

Figure 29 is that ceiling template Figure 30 is a technology fence template

Figure 31 is that parapet template Figure 32 is the hollow prefabricated component of flat-top

Figure 33 is that the hollow prefabricated component Figure 34 of shread head is sloping beam forms and sloping beam form

Figure 35 is that sloping top template Figure 36 is sloping head space heart prefabricated component

Figure 37 is that vehicle-type upper rotating tower crane Figure 38 is embodiment 1

Figure 39 is that embodiment 2 Figure 40 are embodiment 3

Figure 41 is embodiment 4

：0.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.29.30.31.32.2827.33.34.35.36.37.38.39.4039.41.42.4342.44.45.46.47.48.49.50.51.52.53.5453.55.56.5756.58.59.60.6162.62.63.64.65.66.67.68.69.70.71.72.73.74U.75.76.77.78.79.80.81.82.83.84.85.86.87.88.89.90.91.92.93.94.95.96.97.98.99.100.101100.102.103.104.105.106.107.108.109.110.111.112111.113.114.115.116.117116.118.119.120115.121.122121.123.124.125.126L.127L.128.129.130.131.132133.134.135.136.137.138.139.140.141.142.143.144.145.146.147.148.149.150.151.152.153.154.155.156.157.158.159.160.161.162.163.164.165.166.167.168.169168.170.171.172.173.174.175.176.177.178.179.180.181.182.183182.184.185.186.187.188.189.190.191.192.193192.194.195188.196.197.198187.199179.200.201190.202196。

Specific implementation method: embodiment 1. is as Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fig. 5 Fig. 7 Fig. 8 Fig. 9 Figure 10 Figure 11 Figure 12 Figure 13 Figure 15 Figure 17 Figure 37 Figure 38. the first step. excavate foundation ditch with excavator, with tabia the compacting of foundation ditch bottom is flattened, foundation forms 35.38.49.50.51 is assembled and places on the tabia ground, ram in the embedding ground drill rod 45 fixing, the reinforcing cage that ties is placed foundation forms 35 and 38, with stuck pull bar 46 that foundation forms 35.38 is stuck, injecting concrete with concrete mixer then also flattens with the ram-jolt of shake tamper, and with the special big nut 166 pre-buried wherein appropriate locations of arriving, obtain reinforced concrete base 1, reserved steel bar head above reinforced concrete base 1 so that above reinforcing bar welding in the body of wall, stripping 35.38.49.50.51 then.

Second step. with the leveling compacting of the earthen backfill on the ground, with the concrete ram-jolt leveling of beach, concrete mixer shop, with special nut 71 pre-buried in the concrete appropriate location obtain house earth surface 2.

The 3rd step. be affixed to vehicle-type upper rotating tower crane 161 usefulness U bolts and square steel 164.165 and tensioning pull bar 167 coupling bars on the special big nut 166 that is embedded in the reinforcing bar complete basic 1 and hold up expansion, link 69 usefulness bolts 70 are fixed on the special nut 71 that is embedded in the house earth surface 2, with body of wall reinforcing bar and column reinforcing bar and the steel bar end welding that is reserved on the basis 1, with vehicle-type upper rotating tower crane 161 exterior wall inner formword 68. window opening inner formwords, 76. door opening inner formwords 85 and interior wall form and big inner corner trim 56 and model of the column 55 are sling in proper order then, be fastened on the link 69 with tensioning pull bar 72, again exterior wall exterior sheathing 58. window opening exterior sheathings, 75. door opening exterior sheathings 84 and big external corner 52 and model of the column 55 are sling in proper order, with wear pin 66 and sleeve pipe 67 wear in proper order pin be installed on wall form 68. window opening inner formwords, 76. door opening inner formwords 85 and big inner corner trim 56 and the model of the column 55, sandwich template electromagnetic shaker 91 sling be placed in the middle of the outer wall template 58.68. window opening template 75.76 door opening templates 84.85, block with special jump ring, then with concrete pump truck pumping concrete ram-jolt leveling, and the aid auxiliary construction arranged, when shaking, sandwich template electromagnetic shaker 91 can connect with flexible axle, also can directly motor be installed on the sandwich template electromagnetic shaker 91, during form removal sandwich template electromagnetic shaker 91 is shunk and can hang out, can shake plate or smash with attached type vibrator during interior wall 16.18 vibrations, by priority the following form removal of order is installed during form removal with the shake of shake tamper. just obtain main wall 4. leaf walls, 5. columns 8. and

interior wall

16 and 18.

Embodiment 2. is as Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fig. 5 Fig. 6 Figure 20 Figure 21 Figure 22 Figure 23 Figure 24 Figure 25 Figure 27 Figure 28 Figure 29 Figure 30 Figure 39. the 4th step. with exterior wall pylon 103 and outer hanger 109 within the walls and interior wall hanger 125 and 128 sling in proper order with bolt 113 respectively latching be installed in the wall-through hole of exterior wall 4 and interior wall 18 upper ends leaving over, again beam form 115 outrigger moulds 124 and ceiling template 136 and template 133 liftings of cornicing are connected with latch 39 pins, and it is firm with supporting leg 134 and 135 tops of electronic jack, again technology fence exterior sheathing 140 usefulness links 142 are fixed on the template 133 of cornicing, with wearing pin 144 and sleeve pipe 145 technology fence inner formword 141 and technology fence exterior sheathing 140 are worn pin to together again, cover with the suitable for reading of part 6 of special cement pre-fabricated panel then main wall 4 hollows, in the middle of exterior wall hanger 103.109 and interior wall hanger 125.128 and beam form 115, put reinforcing cage, and pendulum is thrown reinforced mesh above ceiling template 136, floating with the ram-jolt of concrete mixer fluid concrete, and with the special nut 71 pre-buried wherein appropriate locations of arriving, and in position pre-buried ventilation pipe fitting is so that install ventilating duct or water pipe, in the middle of technology fence template 141 and 142, inject concrete and ram-jolt again, and be shaped with the last eaves ram-jolt of special electromagnetic shaker 146 with the technology fence, form removal, just obtain collar tie beam 9. spandrel girders 10. and ceiling 13. and cornice 14. and technology fence 15, reserved steel bar head above collar tie beam 9 so as above body of wall reinforcing bar welding, then steelframe stair 34 usefulness king-bolt bolts are affixed on the wall of staircase.

The 5th step is with the 3rd step, the second layer in house 0 just. and the job practices of main wall 4 interior walls 16. interior walls 18 and program are the same with the wall job practices and the program of first floor.

The 6th step is with the 4th step, the second layer in house 0 just. collar tie beam 9 spandrel girders 10 ceilings 13 cornice 14 and the job practices and the program of the job practices of technology fence 15 and program and first floor be the same.

Embodiment 3. is as Fig. 1 Fig. 2 Fig. 3 Fig. 5 Figure 31 Figure 32 Figure 40. the 7th step. after the operation in the 6th step is finished, the parapet template 147.148 usefulness connecting rods 150 that assemble are fastened on the ring beam template 104 above the exterior wall hanger 103, again parapet inner formword 149 usefulness are worn pin 144 and sleeve pipe 145 and parapet exterior sheathing 147 and wear pin, and the negative and positive angle match with it is installed, fluid concrete and ram-jolt, last eaves is with the 151 ram-jolt moulding of special electromagnetic shaker, form removal just obtains parapet 20, put hollow prefabricated component 21 on ceiling 13, sitting ash after all form removables, and smear plain ash at interface hollow prefabricated component 21 is closely connected.

Embodiment 4. is as Fig. 1 Fig. 2 Fig. 3 Fig. 4 Fig. 5 Figure 20 Figure 21 Figure 22 Figure 23 Figure 24 Figure 25 Figure 26 Figure 27 Figure 28 Figure 33 Figure 34 Figure 35 Figure 36 Figure 41. and the 8th step is with the 3rd step. and just the wall construction method in the 3rd layer of two sloping room, house 0 and program are the same with the wall construction method and the program of the first floor second layer.

The 9th step. exterior wall is hung in the wall-through hole of leaving on the exterior wall that adds the 3rd layer in house 0 of 103.109 lifting latching, auxiliary template 129 is installed on the outer hanger 109 within the walls, auxiliary template 105 is installed to interior wall to be hung and to add on 125.128 and lift latching in the wall-through hole that interior wall 18 upper ends are left over, with outrigger mould 124 template 133 lifting of cornicing. with exterior wall pylon 103 connecting pins admittedly together, and it is firm with supporting leg 134 and 135 tops of jack, the reinforcing cage that ties is put exterior wall hanger 103.109 beam forms, 115 centres and interior wall hanger 125.128 centres, at the laying reinforced mesh above the template 133 that cornices, pumping of concrete ram-jolt leveling then, prefabricated component 22 sling be placed on the collar tie beam 9 of gable upper end, sloping beam forms 152.153 usefulness are worn pin 66 sleeve pipes 67 wears pin and slings and be put on the prefabricated component 22, auxiliary template 154 and sloping beam forms 152 are worn the pin pin to be buckled together, with latch 39 sloping beam forms 152.153 is distinguished downward latch to exterior wall hanger 103.109, sloping beam form 156 and delta connection 157 usefulness latches 39 are sold together, sell respectively on the following interior wall hanger 125.128 and beam form 115 with latch 39 again, rare solid with 158 tops of push rod, 159 liftings of ridge beam form and sloping beam forms 153 and sloping beam form 156 usefulness latches 39 pins are in the same place, and it is rare solid with supporting leg 134 and 135 tops of electronic jack, then with slope ceiling template 160 liftings and solid with latch 39 pins, rare solid with supporting leg 134 and 135 tops of jack, with the reinforcing cage that ties put sloping beam forms 152 and 153 and sloping beam form 156 and spine mould 159 in the middle of, on sloping canopy template 160, lay reinforced mesh, pumping of concrete ram-jolt leveling, sloping head space heart prefabricated component 27.29.30.31.32 is sling in proper order, smearing plain ash at the prefabricated component joint also closely puts, itself and sloping canopy 24 are solidified to together, sit ash in the ridge center and put ridge prefabricated component 33.

The tenth step. after the form removal, the burr with leaving on special polishing machine polishing main wall 4. leaf walls 5 and ceiling 13 and the sloping canopy 24 whitewash with colored plain ash or coating.

Building method of the present invention is useful for common individual layer house owed by a citizen and multilayer resident building simultaneously.

Claims

1. the building method of a permanent housing, it is characterized in that being integral with the full basis 1 of reinforcing bar and the main wall 4. columns 8. collar tie beams 9. spandrel girders 10. ceilings 13. technology fences 15. parapets 20. sloping beam 23.26. slope canopy 24. spine 25. usefulness reinforced concrete cast-in-situs of special meticulously suit large form with the house, main wall 4 is a hollow, be divided into main wall 4 and leaf wall 5, an or master two leaf walls. be main wall 4 leaf walls 3 and leaf wall 5, and size that can be by changing big inner corner trim 56 and wear the width that pin 66 changes main wall 4, the part 6 of hollow can be loaded heat preserving and insulating material, also can water filling, hollow prefabricated component 21 of the heat insulation employing flat-top of roof insulation and sloping head space heart prefabricated component 27.29.30.31.32, wall can directly whitewash with colored plain ash or coating, special suit large form adopts shaped steel and steel plate welding to make, can be according to different regions. different culture. different need be designed to different patterns. different sizes and art shapes. come to build different styles for people. the house of different size, and reusable.

2. the building method of a permanent housing, the installation that it is characterized in that all templates realizes by vehicle-type upper rotating tower crane 161, its key technology has adopted the form that adds cantilever 187 with telescopic arm 162 to be installed on the automobile 161, cantilever 187 and counter-jib 179 can the vertical folding and unfoldings of horizontal folding, pass through telescopic arm 162 folding and unfoldings again to automobile 161, support the monitor 174 that 170 tops are equipped with rotatable pitching in revolution, radio monitor is installed on amplitude variation trolley 191 monitors suspension hook downward vertically, make operating personnel needn't climb up the operation that cat head can be finished hoisting heavy, power adopts electric power, operation bench is located at the copilot station of automobile 161, holds automobile 161 usefulness U-shapeds tightly bolt and square steel 164.165 and tensioning pull bar 167 bolts and be affixed on the big nut 166 that is embedded in the full basis 1 of reinforcing bar when construction.

3. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form basis exterior sheathing 35 is made up of by drill rod and tension spanner 42 plug-in mountings and tension cushion cap 35. waist 36. lower margins 37, length is benchmark with the standard width of a room in an old-style house and depth, highly can change by the piece number of increase and decrease waist 36, basis inner formword 38 plugs 59 and inner corner trim 50 and external corner 51 are formed with same form, each template is by latch 39 and the solid and tension of tension spanner 42 pins when construction, ram in the ground drill rod 45 fixing, suitable for reading stuck with chucking pull bar 46, and can adjust on it width that basic exterior sheathing 35 and basic inner formword 38 are adjusted in 48 position, the full basis of the reinforcing bar that obtains like this is for I-shaped and can adjust height and width.

4. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form outer wall template 58.68 is high 4 meters, wide is benchmark with the standard width of a room in an old-style house, thick 80-100 millimeter, the edge of both sides is designed to the vertical interior outer scarf of opening of receiving, be convenient to installation and removal, and the steel plate that leaves the 5-10 millimeter is joined indent, retractable foot rest 60 is installed to replace scaffold respectively at 1.5 meters and 3 meters, being welded with latch 39 and tension spanner 42 on the frame of both sides consolidates with connecting pin and the tension template, the size of big external corner 52 model of the column 55 and big inner corner trim 56 and outer wall template 58.68 and window opening template 75.76 and door opening template 84.85 match, the edge of both sides is designed to the vertical interior scarf of opening outer receipts, and leaves the steel plate that protrudes the 5-10 millimeter and join flanging.

5. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form window opening template 75.76 and door opening template 84.85 are on the basis of outer wall template 58.68 centre to be hollowed out according to preliminary dimension, and design component 77.78.79.80.81.86.87.88.89.90 corresponding with it and wear the pin assembling respectively with wearing pin 82, wherein component 80.81.89.90. can be designed as different technology flower types.

6. the building method of a kind of permanent housing according to claim 1, it is characterized in that the sandwich template electromagnetic shaker 91 of special suit large form be one can tensioning and the electromagnetic shaker of contraction, and can be designed to arbitrary dimension as required.

7. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form exterior wall inner formword 68. window opening inner formwords, the 76. door opening inner formwords 85 and the installation of interior wall form, be fixed mount 69 usefulness bolts 70 bolts are solid by the nut 71 that is embedded in the house ground line 2, being connected exterior wall inner formword 68. window opening inner formwords 76. door opening inner formwords 85 also with interior wall form with tensioning pull bar 72, bolt is affixed on the fixed mount 69, and with tensioning pull bar 72 the suitable for reading of template is strained and fixed, exterior wall exterior sheathing 58 window opening exterior sheathings, 75 door opening exterior sheathings 84 and big inner corner trim 56 big external corner 52 model of the column 55. and exterior wall inner formword 68 window opening inner formwords 76 door opening inner formwords 85 are sold be affixed to together with wearing pin 66 sleeve pipes 67 again.

8. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form exterior wall hanger 103 is made up of underframe 103 ring beam templates 104 auxiliary templates 105 caging bolts 106 pumping rods 107 collapsible scaffolds 108, length is benchmark with the standard width of a room in an old-style house, the width of ring beam template 104 is that the height that collar tie beam 9 adds ceiling 13 adds the 5-10 centimetre, two is bevelled edge of opening outside receiving in vertical and the steel plate ginseng flanging that leaves the 5-10 millimeter in the inboard, in construction, in 50 centimeters scopes, regulate height by caging bolt 106 and pumping rod 107, the specification of outer hanger 109 within the walls is identical with pylon 103, and its ring beam template 110 is provided with bevelled edge joint 111.

9. the building method of a kind of permanent housing according to claim 1, it is characterized in that but special suit large form load-bearing beam form 115 is the mechanical type beam forms by the effect opening and closing of tensioning pull bar 121, be divided into girder mould 115 and outrigger mould 124, be provided with hypotenuse joint 116 and 119 so that form removal of girder mould, and can be designed to technology flower ellbeam mould.

10. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form ceiling template 136 length and width are that benchmark is divided into four with the standard width of a room in an old-style house and depth, the edge is with bevelled edge and the accurate butt joint of steel plate ginseng flanging ginseng indent, solid with latch 39 pins, and can be designed to technology flower shape template, the template of cornicing 133 is divided into two, with bevelled edge and the accurate butt joint of steel plate ginseng flanging ginseng indent, and can be designed to technology flower shape template, and auxiliary template 131 supporting installations are arranged.

11. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form technology fence template is divided into technology fence exterior sheathing 140 and technology fence inner formword 141, and can be designed to any moulding, when construction with wearing pin 144 and sleeve pipe 145 is worn pin, and be fixed to the form of bolt and nut with link 142 and cornice above the template 133, with special electromagnetic shaker 146 auxiliary constructions.

12. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form parapet template is divided into parapet exterior sheathing 147. parapets and cornices that wherein parapet exterior sheathing 147 and parapet cornice and 148 assemble with latch and tension spanner 148. parapet inner formwords 149., interface is a bevelled edge, parapet exterior sheathing 147 can be designed to technology flower shape template, when construction with wearing pin 144 and sleeve pipe 145 is worn pin, be affixed to above the exterior wall pylon 103 with the form bolt of connecting rod 150 with bolt and nut, and with special electromagnetic shaker 151 auxiliary constructions.

13. the building method of a kind of permanent housing according to claim 1, it is characterized in that special suit large form slope canopy template 160 is that reference design is two with the length on the standard width of a room in an old-style house and slope, vertically cut sth. askew from the centre, and with steel plate ginseng flanging ginseng indent and latch 39 closed butt joints, periphery uses latch 39 and sloping beam form 156.159 and sloping beam forms 153 pins solid, and can be designed to technology flower shape template.