CN101892743B

CN101892743B - Construction method of permanent housing

Info

Publication number: CN101892743B
Application number: CN 201010209557
Authority: CN
Inventors: 张培霞
Original assignee: Individual
Current assignee: Individual
Priority date: 2010-06-19
Filing date: 2010-06-19
Publication date: 2013-09-11
Anticipated expiration: 2030-06-19
Also published as: WO2011157228A1; CN101892743A

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 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 for people build a kind of firm, safety, energy-saving and environmental protection, permanent housing attractive in appearance, when high-intensity earthquake or other natural calamity are attacked, make 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, with reinforced concrete base 1 and the exterior wall of special meticulously suit large form with house 0,

interior wall

16,18, column 8, collar tie beam 9, spandrel girder 10, ceiling 13, technology fence 15, parapet 20,

slope beam

23,26, slope canopy 24, spine 25, be integral with reinforced concrete cast-in-situ, exterior wall is hollow, be divided into main wall 4 and leaf wall 5, an or master two leaf walls, it is main wall 4, leaf wall 3, with leaf wall 5, and size that can be by changing big inner corner trim 56 and wear pin 66 and change exterior wall and

interior wall

16,18 width, main wall 4 wide 15cm wherein, leaf wall 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, the 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, wall template, hanger, beam form, ceiling and several major parts of fence, and can be according to different regions, different culture, the different house that need be designed to different patterns, different size and art shapes, come to build for people different styles, 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 the reinforced concrete base 1 in house 0, main wall 4,

interior wall

16,18 columns 8, collar tie beam 9, spandrel girder 10 ceilings 13 sloping

beams

23,26 spine 25, slope canopy 24, be 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, 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 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, efficiently, 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, basis exterior sheathing 35 is by cushion cap 35, waist 36, lower margin 37, by steel pin and tension spanner 42 plug-in mountings and tension composition, 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, plug 59, with inner corner trim 50, and external corner 51 is 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 adjust the width of basic exterior sheathing 35 and basic inner formword 38 by adjusting on it 48 position, the reinforced concrete base 1 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, at amplitude variation trolley 191 radio monitor is installed and 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, when construction, hold automobile 161 usefulness U-shapeds tightly bolt and square steel 164,165 and tensioning pull bar 167 bolts be affixed on the big nut 166 that is embedded in the reinforced concrete base 1, 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; Wherein

outer wall template

58,68 high 4m, 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 in order to 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, the 85th hollows out the centre on

outer wall template

58,68 basis according to preliminary dimension, and

design component

77,78,79,80,81,86,87,88,89,90 usefulness corresponding with it are worn pin 82 and are worn pin respectively and assemble, so that form removal, wherein

component

80,81,89,90 can be designed to different technology flower types; Sandwich template electromagnetic shaker 91 be one can tensioning and the electromagnetic shaker of contraction, 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, the edge of both sides is designed to the vertical interior scarf of opening outer receipts, and leaves the steel plate that protrudes 5-10mm and join flanging.When construction. earlier prefabricated reinforced mesh and column reinforcing bar are welded on the steel bar end that is reserved on the reinforced concrete base 1, exterior wall inner formword 68 is installed again, window opening inner formword 76, door opening inner formword 85 and interior wall form, by the nut 71 that is embedded in the house earth surface 2 that fixed mount 69 usefulness bolts 70 bolts are solid, with tensioning pull bar 72 with exterior wall inner formword 68, window opening inner formword 76, door opening inner formword 85 is connected with interior wall form and bolt is affixed on the fixed mount 69, and with tensioning pull bar 72 the suitable for reading of template is strained and fixed, again with wearing pin 66 sleeve pipes 67 with exterior wall exterior sheathing 58, window opening exterior sheathing 75, door opening exterior sheathing 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, then sandwich template electromagnetic shaker 91 is sling and put into

outer wall template

58,68

window opening templates

75,76 door opening templates 84, in the middle of 85, block with special jump ring and it can be shaken but not removable, the height of concrete cast 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 hanger 125,128 and external corner hanger 130, and the straight angle 114, auxiliary template 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; Interior wall hanger 125,128 length can specifically be set according to the length of depth, and ring beam template 126 is for L shaped and can be designed to technology flower shape, and 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 for being installed to outer hanger 109 within the walls, uses during for sloping canopy template 160 that two sloping rooms are installed.

Five, load-bearing beam form 115 is mechanical type beam forms that an effect by tensioning pull bar 121 can opening and closing, 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 that parapet exterior sheathing 147, parapet cornice 148, parapet inner formword 149, wherein parapet exterior sheathing 147 and parapet cornice and 148 assemble with latch and tension spanner, interface is 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.

The triangle shread head of wall top, 11, 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 with 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 pull push rod 134,135 tops of electronic jack.

13, after sloping canopy 24 construction in two sloping rooms is finished, put hollow prefabricatedly 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 surfaces are designed to waveform, and wipe 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, owing to reinforced concrete base 1 and main wall 4, column 8, collar tie beam 9, spandrel girder 10, ceiling 13, technology fence 15, parapet 20, sloping

beam

23,26, sloping canopy 24, the spine 25 in house 0, be integral with reinforced concrete cast-in-situ, and main wall 4 is hollow, the roof adopts precast

hollow member

22,27,29,30,31,32,33 thermal insulations, wall whitewashes with colored plain ash, has accomplished to save time, saving of labor, efficient, energy-saving and environmental protection, firm, safe, 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 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 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 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

Among the figure: 0 house, 1 reinforced concrete base, 2 house earth surfaces, 3 siphonal lobe walls, 4 main walls, 5 internal lobe walls, 6 cavitys, the linking arm of 7 main walls and leaf wall, 8 columns, 9 collar tie beams, 10 spandrel girders, 11 window opening, 12 door openings, 13 ceilings, 14 cornice, 15 technology fences, 16 interior walls, 17 interior wall door openings, 18 interior walls, 19 back window opening, 20 parapets, the hollow prefabricated component of 21 flat-tops, the hollow prefabricated component of 22 shread heads, 23 outer sloping beams, 24 sloping canopies, 25 spine, 26 inner slope beams, (27,29,30,31,32) sloping head space heart prefabricated component, 28 is slicing holes of 27,33 ridge prefabricated components, 34 steelframe stair, 35 basic exterior sheathings, 36 waist, 37 lower margins, 38 basic inner formwords, 39 latches, 40 is full figures of 39,41 pin holes, 42 tension spanners, 43 is enlarged drawings of 42,44 hooks, 45 drill rods, 46 stuck pull bars, 47 bayonet locks, 48 regulate bayonet lock, 49 plugs, 50 inner corner trims, 51 external corners, 52 big external corners, 53 swaging clamps, 54 is enlarged drawings of 53,55 model of the column, 56 big inner corner trims, 57 is cross sections of 56,58 exterior wall exterior sheathings, the 59 vertical interior outer scarves of opening of receiving, but 60 folding and unfolding foot rests, 61 is fixed mounts of 62,62 removable cellar sash, 63 rubber pads, 64 stove bolts, 65 pinned holes, 66 wear pin, 67 sleeve pipes, 68 exterior wall inner formwords, 69 fixed mounts, 70 bolts, 71 nuts, 72 tensioning pull bars, 73 movable straight joints, 74 movable U-joints, 75 window opening exterior sheathings, 76 window opening inner formwords, 77 window opening are template then, 78 window opening top templates, 79 right angle bevelled edge joints, 80 technology upper side frames, 81 technologies are frame then, 82 wear pin, 83 windowsill prefabricated components, 84 door opening exterior sheathings, 85 door opening inner formwords, 86 door openings are template then, 87 door opening top templates, 88 right angle bevelled edge joints, 89 technology upper side frames, 90 technologies are frame then, 91 sandwich template electromagnetic shakers, 92 steel plates, 93 trapezoidal tensioning slide blocks, 94 trapezoidal sliding sashes, 95 tensioning shafts, 96 chains, 97 rollers, 98 connect steel plate, 99 eccentric shafts, 100 pull pins, 101 is then views of 100,102 spacing pull pins, 103 exterior wall pylons, 104 ring beam templates, 105 auxiliary templates, 106 caging bolts, 107 pumping rods, 108 collapsible scaffolds, 109 outer hangers within the walls, 110 ring beam templates, 111 bevelled edge joints, 112 is elevation of 111,113 king-bolts, 114 straight angles, 115 beam form boxboards, 116 bevelled edge joints, 117 is elevation of 116,118 beam form base plates, 119 bevelled edge joints, 120 is upright legs of 115,121 tensioning pull bars, 122 is enlarged drawings of 121,123 support, 124 outrigger moulds, 125 interior wall hangers, 126L ellbeam template, 127L shape bevelled edge joint, 128 interior wall hangers, 129 auxiliary templates, 130 external corner hangers, 131 auxiliary templates, 132 steel pins 133 template of cornicing, 134 pull supporting legs, 135 electronic jack, 136 ceiling templates, 137 bevelled edges, the flanging of 138 steel plates ginseng, 139 concave and convex technology carvings, 140 technology fence exterior sheathings, 141 technology fence inner formwords, 142 links, 143 bolts, 144 wear pin, 145 sleeve pipes, 146 special electromagnetic shakers, 147 parapet exterior sheathings, 148 parapets cornice, 149 parapet inner formwords, 150 connecting rods, 151 special electromagnetic shakers, 152 sloping beam exterior sheathings, 153 sloping beam inner formwords, 154 auxiliary tools, 155 auxiliary templates, 156 sloping beam forms, 157 triangle joints, 158 supporting legs, 159 spine moulds, 160 sloping canopy templates, 161 automobiles, 162 telescopic arms, 163 hydraulic legs, 164 pull square steel, 165 square steel, 166 special king-bolts, 167 tensioning pull bars, 168 pinnacles of a pagoda, 169 is enlarged drawings of 168,170 revolutions are supported, 171 wear pin greatly, 172 limit switches, 173 planet vertebra dish electrodeless variable-speed motors, 174 monitors, 175 revolution limiters, 176 electric pushrods, 177 pulleys, 178 coaxial pulleys arranged side by side, 179 counter-jibs, 180 coaxial crooks arranged side by side are raised machine, 181 coasters, 182 balance weights, 183 is amplification plan views of 182,184 lifting crooks are raised machine, 185 worm and gear jack, 186 leading screws, 187 cantilever first segments, 188 luffing wire rope, 189 luffing crooks are raised machine, 190 cantilevers, second joint, 191 amplitude variation trolleys, 192 special big hinges, 193 is enlarged drawings of 192,194 electric pushrods, 195 is leading blocks of 188,196 cantilevers the 3rd joint, 197 luffing fixed pulleys, 198 is folding and unfolding wire rope of 187,199 is folding and unfolding wire rope of 179,200 hoist ropes, 201 is oblique rollering steel silk ropes of 190,202 is oblique rollering steel silk ropes of 196.

Specific implementation method: embodiment 1, 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, with

foundation forms

35,38,49,50,51 assemblings also place 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 with

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 then, 38,49,50,51.

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, with vehicle-type upper rotating tower crane 161 usefulness U bolts and square steel 164,165 and tensioning pull bar 167 coupling bars be affixed on the special big nut 166 that is embedded in the reinforced concrete base 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 reinforced concrete base 1, use vehicle-type upper rotating tower crane 161 with exterior wall inner formword 68 then, window opening inner formword 76, door opening inner formword 85 and interior wall form and big inner corner trim 56 and model of the column 55 are sling in proper order, be fastened on the link 69 with tensioning pull bar 72, again with exterior wall exterior sheathing 58, window opening exterior sheathing 75, door opening exterior sheathing 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 in wall form 68, window opening inner formword 76, on door opening inner formword 85 and big inner corner trim 56 and the model of the column 55, sandwich template electromagnetic shaker 91 sling be placed into

outer wall template

58,68,

window opening template

75,76 door opening templates 84, in the middle of 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, interior wall 16, in 18 whens vibrations, can be shaken plate or smash with the shake of shake tamper with attached type vibrator, by priority the following form removal of order were installed during form removal. just obtain main wall 4, leaf wall 5, column 8, and

interior wall

16 and 18.

Embodiment 2, 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 with main wall 4 hollows then, at exterior wall hanger 103,109 and interior wall hanger 125,128 and beam form 115 in the middle of put reinforcing cages, 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 in order to ventilating duct is installed 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 girder 10, with ceiling 13, 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, just the job practices of the second layer in house 0, exterior wall and interior wall 16, interior wall 18 and program were the same with wall job practices and the program of first floor with the 3rd step.

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

Embodiment 3, 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, with the parapet template 147 that assembles, 148 usefulness connecting rods 150 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, 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, the 8th step with the 3rd step. just the wall construction method in the 3rd layer of two sloping room, house 0 and program are the same with wall construction method and the program of the first floor second layer.

The 9th step, the exterior wall extension is added 103, in the wall-through hole that the exterior wall upper end that 109 lifting latchings are the 3rd layer in house 0 is left over, auxiliary template 129 is installed on the outer hanger 109 within the walls, auxiliary template 105 is installed to the interior wall extension adds 125, on 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 middle and interior wall hangers 125, in the middle of 128, 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, with sloping beam forms 152,153 usefulness are worn pin 66 sleeve pipes 67 and are worn pin and sling 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 with sloping beam forms 152, the downward latch of 153 difference is to exterior wall hanger 103, on 109, sloping beam form 156 and delta connection 157 usefulness latches 39 pins are arrived together, sell respectively to following interior wall hanger 125 with latch 39 again, 128 and beam form 115 on, 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, lay reinforced mesh in sloping canopy template 160, pumping of concrete ram-jolt leveling, with sloping head space heart prefabricated

component

27,29,30,31,32 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, with special polishing machine polish exterior wall,

interior wall

16,18 and ceiling 13 and sloping canopy 24 on the burr left over, 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 with reinforced concrete base (1) and the exterior wall of special meticulously suit large form with the house, interior wall (16,18), column (8), collar tie beam (9), spandrel girder (10), ceiling (13), technology fence (15), parapet (20), slope beam (23,26), slope canopy (24), spine (25), be integral with reinforced concrete cast-in-situ, exterior wall is hollow, be divided into main wall (4) and leaf wall (5), an or master two leaf walls, be main wall (4), the first leaf wall (3), with the second leaf wall (5), and size that can be by changing big inner corner trim (56) and wear the width that pin (66) changes exterior wall, the roof insulation hollow prefabricated component of heat insulation employing flat-top (21) and sloping head space heart prefabricated component (27,29,30,31,32), wall directly whitewashes with colored plain ash or coating; Described suit large form comprises: basic exterior sheathing (35), basic inner formword (38), outer wall template (58,68), window opening template (75,76), door opening template (84,85), sandwich template electromagnetic shaker (91), exterior wall hanger (103), hanger (109), load-bearing beam form (115), ceiling template (136), technology fence template (140,141), parapet template (147,148,149), sloping canopy template (160) within the walls outward; Special suit large form adopts shaped steel and steel plate welding to make, can be according to different region, different culture, different need be designed to different patterns, different size and art shapes, come to build for people the house of different styles, different size.

2. 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 by cushion cap (35), waist (36), lower margin (37) is by drill rod (45) and tension spanner (42) plug-in mounting and tension composition, length is benchmark with the standard width of a room in an old-style house and depth, highly the piece number by increase and decrease waist (36) changes, basis inner formword (38) plug (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) pin when construction, ram in the ground drill rod (45) fixing, suitable for reading stuck with chucking pull bar (46), and adjust the width of basic exterior sheathing (35) and basic inner formword (38) by adjusting its position of going up (48), the reinforced concrete base that obtains like this (1) is I-shaped and can adjusts highly and width.

3. 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) 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) is 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.

4. 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) be at outer wall template (58,68) on the basis centre is hollowed out according to preliminary dimension, and the design component corresponding with it: window opening side template (77), window opening top template (78), right angle bevelled edge joint (79), the first technology upper side frame (80), the first technology side frame (81), door opening side template (86), door opening top template (87), right angle bevelled edge joint (88), the second technology upper side frame (89), the second technology side frame (90), wear pin assembling, wherein the component first technology upper side frame (80) respectively with wearing pin (82), the first technology side frame (81), the second technology upper side frame (89), the second technology side frame (90), can be designed to different technology flower types.

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

6. 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 formword (76), the installation of door opening inner formword (85) and interior wall form, be by the nut (71) that is embedded in the house ground line (2) that fixed mount (69) is solid with bolt (70) bolt, with tensioning pull bar (72) with exterior wall inner formword (68), window opening inner formword (76), door opening inner formword (85) is connected with interior wall form and bolt is affixed on the fixed mount (69), and with tensioning pull bar (72) the suitable for reading of template is strained and fixed, again with wearing pin (66), sleeve pipe (67), with exterior wall exterior sheathing (58), window opening exterior sheathing (75), door opening exterior sheathing (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 formword (76), door opening inner formword (85) pin is affixed to together.

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 hanger (103) is by underframe, ring beam template (104), auxiliary template (105), caging bolt (106), pumping rod (107), collapsible scaffold (108) is formed, 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 the 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 hanger (109) is identical with exterior wall hanger (103) within the walls outward, and its ring beam template (110) is provided with bevelled edge joint (111).

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

9. 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) pin, 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 the supporting installation of auxiliary template (131) is arranged.

10. 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 above the template of cornicing (133) with the form of link (142) with bolt and nut, with special electromagnetic shaker (146) auxiliary construction.

11. 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), parapet cornice (148), parapet inner formword (149), wherein parapet exterior sheathing (147) and parapet cornice (148) with latch and strain spanner and assemble, interface is 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 hanger (103) with the form bolt of connecting rod (150) with bolt and nut, and with special electromagnetic shaker (151) auxiliary construction.

12. 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 joint, periphery uses latch (39) and sloping beam form (156.159) and sloping beam forms (153) pin solid, and can be designed to technology flower shape template.