CN105672479A - Full-assembly detachable building structure and installation and construction technology - Google Patents
Full-assembly detachable building structure and installation and construction technology Download PDFInfo
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- CN105672479A CN105672479A CN201511034099.8A CN201511034099A CN105672479A CN 105672479 A CN105672479 A CN 105672479A CN 201511034099 A CN201511034099 A CN 201511034099A CN 105672479 A CN105672479 A CN 105672479A
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- Prior art keywords
- wall
- load
- bearing
- pile foundation
- gable
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses a full-assembly detachable building structure and an installation and construction technology, and relates to the field of building structures. The structure comprises a pile foundation hole formed in a foundation, a pile foundation is installed in the pile foundation hole, a foundation beam is installed above the pile foundation, a prefabricated house structure is installed on the foundation beam, and the prefabricated house structure comprises a load bearing gable wall, load bearing front and rear walls, a load bearing partition wall and a floor plate or a roof plate; according to the installation sequence, the load bearing front and back walls are installed, then the load bearing gable wall is installed, then, the load bearing partition wall is installed, and the floor plate or the roof plate is installed. The body building components of the full-assembly detachable building structure can be industrialized produced, a building can be detached and recycled, the labor intensity is lowered, the building construction speed is increased, the cost is lowered, the intensity of the house is ensured, and energy conservation and environmental protection are achieved while it is ensured that the intensity of the house achieves the anti-seismic performance.
Description
Technical field
The present invention relates to building structure field, relate to a kind of full assembling more specifically and can dismantle building structure and construction technique.
Background technology
The construction technology of current domestic construction is substantially basis, beam, post, floor plates and roof boarding etc. is all carry out concrete placement at construction site, and body of wall is filled based on the tradition type such as clay brick and all kinds of building blocks. Construction technology is complicated, labour intensity big, the engineering time is long, and environmental pollution destruction and waste of material are serious, and these shortcomings are all the drawbacks that brick mix structure, concrete frame structure, concrete shear wall structure self cannot overcome.
In building construction process, also needing plug-in warming plate, need to set up hand bracket, not only constructional difficulties outside blockwork, comprehensive cost is also higher, and the safety performance such as Surgery therapy part life-span and fire prevention has a lot of hidden danger simultaneously; Secondly other assembly structures building is as on-the-spot in also needing of being connected with of PC component node locally builds and steel beam column has also wants site welding, these all can not reach dismountable degree, and the one or more China that do not reach in the functions such as life-span, energy-conservation, fire prevention and antidetonation is to the building life requirement of 50 years.
Summary of the invention
The embodiment of the present invention provides a kind of full assembling can dismantle building structure and construction technique, main building component all can factorial praluction, dismantling of building, reduce labour intensity, reduce costs, energy-conserving and environment-protective while ensureing house intensity anti-seismic performance.
The embodiment of the present invention provides a kind of full assembling can dismantle building structure, comprising:
The pile foundation hole being arranged in ground, pile foundation hole is installed pile foundation, Ji Liang is installed above pile foundation, the upper installation prefabricated housing structure of Ji Liang, prefabricated housing structure comprises partition wall body of wall, floor plates or roof boarding, stair and roof shape component between load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing;
Pile foundation is provided with multiple pre-embedded bolt, one end of pre-embedded bolt is placed in pile foundation, base beam is provided with pre-opened hole, the other end of pre-embedded bolt passes the pre-opened hole in base beam and is fixedly connected with set nut, Ji Liang side also arranges bolt and web plate is fastenedly connected Ji Liang and pile foundation, and web plate is yi word pattern or L-type;
Between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall is respectively equipped with threaded screw rod, one end of threaded screw rod is placed in partition wall body of wall between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, and the other end of threaded screw rod is fixedly connected with by double end nut with the other end of pre-embedded bolt;
Load-bearing gable body of wall top is provided with reserved groove, floor plates is flat on load-bearing front-back wall body of wall, load-bearing gable body of wall reserves partition wall body of wall top between groove and load-bearing, and between floor plates with load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall top uses threaded stud to be connected.
Preferably, between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, corresponding threaded screw rod place, partition wall body of wall height direction is provided with pre-opened hole, between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall bottom is provided with the corresponding double end nut fixed connection place of locking cavity, the corresponding threaded stud place of floor plates is provided with pre-opened hole, and between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, corresponding threaded stud place, partition wall body of wall top is provided with internal thread hole.
Preferably, it is provided with moisture-proof barrier between described Ji Liang and prefabricated housing structure.
Preferably, need all to use web plate be locked or use tongue-and-groove structure to be connected and fixed between partition wall body of wall and floor plates between the adjacent Ji Liang of mutually locking, load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing.
Preferably, all reserving 10mm gap between adjacent Ji Liang, load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing between partition wall body of wall and floor plates, gap uses packing material sealing.
Preferably, it is provided with PVC sleeve in the pre-opened hole in described Ji Liang and load-bearing gable body of wall.
Preferably, the concrete quality that described prefabricated housing structure uses is than being cement: middle river sand: stone: rice husk: water=1: 1.17: 2.61: 0.44: 0.4.
Preferably, described prefabricated housing structure buries penetration pipe and line box in advance.
Full assembling can dismantle a construction technique for building structure, comprises the following steps:
Requiring, according to construction file, circular pile foundation hole of drilling in working-yard, carry out bed course according to predetermined absolute altitude, then pile foundation be steadily fit in pile foundation hole bottom pile foundation hole, level is tamped;
Ji Liang is arranged in pile foundation, in pile foundation, the pre-embedded bolt the other end passes the PVC sleeve in base beam pre-opened hole and reserves certain length bolt above base beam, the other end of pre-embedded bolt is fixedly connected with set nut, bolt and web plate fixing and locking Ji Liang and pile foundation is used after levelling capturing, between base beam, flush joint uses yi word pattern web plate to be fixedly connected with after docking, corner base beam vertical lap seam uses L-type web plate to be fixedly connected with after docking, and the gap between Ji Liang and base beam uses packing material to be filled with a sealing;
Laying one layer of moisture-proof barrier above base beam, then carry out prefabricated housing structure installment, installation order installs load-bearing gable body of wall again for first installing load-bearing front-back wall body of wall, then installs partition wall body of wall between load-bearing, then installs floor plates or roof boarding;
Lifting equipment is used the lifting of partition wall body of wall between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing to be put in place, threaded screw rod is worn until body of wall bottom is locked in cavity above the pre-opened hole of body of wall height direction, left and right rotation direction double end nut is used together to lock extremely by the pre-embedded bolt the other end and the threaded screw rod the other end, look for just afterwards by dead for bolt lock in body of wall top fixing between body of wall, using web plate fastening between neighboring walls, the gap between body of wall uses packing material to be filled with a sealing;
Floor plates is laid in the reserved partition wall body of wall top between groove and load-bearing of load-bearing front-back wall body of wall, load-bearing gable body of wall, after the Inner bolt holes of floor plates pre-opened hole and body of wall top is aligned fastening with threaded stud, the threaded screw rod exposing the threaded stud of floor plates part and second layer body of wall after fastening carries out using double end nut to be connected again;
Repeat according to above-mentioned installation method upper strata each portion body of wall to be installed until top layer roof boarding and roof structure part.
Preferably, after described building structure installation, roofing need to do WATER REPELLENT and isothermal holding.
In the embodiment of the present invention, the main component of prefabricated housing structure all can factorial praluction, in working-yard, each component is carried out erection, avoids situ wet operation, minimizing scene is built by laying bricks or stones, avoids the generation of building waste; Do not need erecting scaffold, template and subsidiary material, save construction material, labour cost, reduce comprehensive cost cost; Reduce the amount of building by laying bricks or stones, the amount of building can accelerating construction progress, shorten construction the duration; The horizontal binder of all load-bearing and forming column are all arranged in external and internal wall, form lightweight, insulation, load-bearing integration combined wall; Reduce after prefabricated components quantity, corresponding decrease shack joint number amount between node, it is to increase site operation speed.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, it is briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
A kind of full assembling that Fig. 1 provides for the embodiment of the present invention can dismantle building structure partial schematic diagram;
Fig. 2 provides pile foundation and Ji Liang junction enlarged view for inventive embodiments;
The nook Ji Liang that Fig. 3 provides for the embodiment of the present invention connects enlarged view;
The intermediate base beam that Fig. 4 provides for the embodiment of the present invention connects enlarged view.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only the present invention's part embodiment, instead of whole embodiments. Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
A kind of full assembling that what Fig. 1 and Fig. 2 was exemplary shows the embodiment of the present invention provides can dismantle building structure partial schematic diagram, and this structure mainly comprises:
The pile foundation hole 1 being located in ground, pile foundation hole 1 is installed pile foundation 2, base beam 3 is installed above pile foundation 2, installing prefabricated housing structure on base beam 3, prefabricated housing structure comprises partition wall body of wall 11 and floor plates 10 or roof boarding, stair and roof shape component between load-bearing gable body of wall 9, load-bearing front-back wall body of wall 8, load-bearing;
Pile foundation 2 is provided with 4 pre-embedded bolts 4, one end of pre-embedded bolt 4 is placed in pile foundation 2, base beam 3 is provided with pre-opened hole, the other end of pre-embedded bolt 4 passes the pre-opened hole in base beam and is fixedly connected with set nut 6, base beam 3 side also arranges bolt and web plate is fastenedly connected base beam 3 and pile foundation 2, web plate is yi word pattern or L-type, it is illustrated in figure 3 on the left of when nook base beam 3 connects pile foundation 2 and uses yi word pattern web plate, right side uses L-type web plate, and Fig. 4 show between intermediate base beam 3 to connect use yi word pattern web plate;
Between load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 and load-bearing, partition wall body of wall 11 is respectively equipped with threaded screw rod, one end of threaded screw rod is placed in partition wall body of wall 11 between load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 and load-bearing, and the other end of threaded screw rod is fixedly connected with by double end nut 5 with the other end of self-corresponding pre-embedded bolt 4 each in pile foundation 2;
Wherein, between load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 and load-bearing, corresponding threaded screw rod place, partition wall body of wall 11 height direction is provided with pre-opened hole, being provided with PVC sleeve in pre-opened hole, between load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 and load-bearing, partition wall body of wall 11 bottom is provided with corresponding double end nut 5 fixed connection place of locking cavity;
Load-bearing gable body of wall 9 top is provided with reserved groove, floor plates 10 is flat on load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 reserves groove and a partition wall body 11 top, floor plates 10 is provided with pre-opened hole, and the internal thread hole that between floor plates 10 pre-opened hole with load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall top is arranged aligns and uses threaded stud to be connected.
Wherein, moisture-proof barrier 7 it is provided with between Ji Liang and prefabricated housing structure, need the adjacent base beam 3 of locking mutually, load-bearing gable body of wall 9, load-bearing front-back wall body of wall 8, all use between partition wall body of wall 11 and floor plates 10 between load-bearing web plate be locked flat mouth seam docking or use tongue and groove (Tenon) anatomical connectivity, docking end also can be taked between all bodies of wall to preset three road steel wire loops, when body of wall is installed, steel wire loop overlap is butted into circular, top is worn and is screwed into the lower end of threaded screw rod and the pile foundation embedded nut the other end, Chuan Rudai hole one, upper end word drawknot plate is two body of wall top nut lockings.
All reserving 10mm gap between partition wall body of wall 11 and floor plates 10 between adjacent base beam 3, load-bearing gable body of wall 9, load-bearing front-back wall body of wall 8, load-bearing, gap uses foamed glue to be filled with a sealing. It is provided with PVC sleeve in pre-opened hole in base beam 3 and load-bearing gable body of wall 8, prefabricated housing structure can be buried penetration pipe and the line box of telephone wire, netting twine and wire television in advance.
The concrete quality that prefabricated housing structure uses is than being cement: middle river sand: stone: rice husk: water=1: 1.17: 2.61: 0.44: 0.4.
The construction method of installation that the full assembling of the present invention can dismantle building structure can use following step:
Ground is carried out according to construction file in working-yard, ground is provided with water and shakes layer of sand 16, water is shaken and is laid buffering extruded sheet 15 on layer of sand 16, then circle of drilling as requested pile foundation hole 1, bed course is carried out according to predetermined absolute altitude bottom pile foundation hole 1, then being steadily fit in pile foundation hole 1 by pile foundation 2, level is tamped;
Base beam 3 is arranged in pile foundation 2, in pile foundation 2, pre-embedded bolt 4 the other end passes the PVC sleeve in base beam 3 pre-opened hole and reserves certain length bolt above base beam 3, the other end of pre-embedded bolt 4 is fixedly connected with set nut 6, bolt and web plate fixing and locking base beam 3 and pile foundation 2 is used after levelling capturing, yi word pattern web plate is used between middle portion base beam 3, as shown in Figure 3, nook base beam 3 vertical lap seam docking uses L-type web plate to connect, as shown in Figure 4, gap between base beam 3 uses foamed glue to be filled with a sealing, it is provided with thermal insulation layer 14 outside base beam 3 and pile foundation 2,
Laying one layer of moistureproof linkrusta above base beam 3, then carry out prefabricated housing structure installment, installation order installs load-bearing gable body of wall 9 again for first installing load-bearing front-back wall body of wall 8, then installs partition wall body of wall 11 between load-bearing, then installs floor plates 10 or roof boarding;
Use lifting equipment by load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9, with partition wall body of wall 11 lifting puts in place between load-bearing, double end right-hand thread screw mandrel is worn until body of wall bottom is locked in cavity above the pre-opened hole of body of wall height direction, double end nut 5 is used together to lock extremely by pile foundation 2 pre-embedded bolt 4 the other end and the double end right-hand thread screw mandrel the other end, reach centering fastening, look for just afterwards by dead for bolt lock in body of wall top fixing between body of wall, use web plate fastening between neighboring walls, after between body of wall, the flexible gap of vertical direction uses foamed glue to be filled with a sealing, the perpendicular upright seam recycle silicon ketone weather-resistant glue in body of wall outdoor is filled, the perpendicular upright seam in body of wall indoor and locking cavity use foamed glue are filled with a sealing after striking off again with cloth matter Pressure sensitive adhesive tape adhering and sealing,
Floor plates 10 is laid in load-bearing front-back wall body of wall 8, load-bearing gable body of wall 9 reserve partition wall body of wall 11 top between groove and load-bearing, after the Inner bolt holes 12 of floor plates 10 pre-opened hole and each body of wall top is aligned fastening with double end right-hand thread thru-bolt, the double end right-hand thread screw mandrel of the double end right-hand thread thru-bolt and second layer body of wall that expose floor plates 10 part after fastening re-use double end nut carry out centering locking be connected.
Can complete with double end right-hand thread thru-bolt is fastening after the Inner bolt holes 12 of roof boarding (individual layer house claims floor plates 10 to be roof boarding) pre-opened hole and each body of wall top is aligned by final step according to the method described above as only built individual layer house.
If desired build multilayer house, namely repeat according to above-mentioned installation method upper strata each portion body of wall to be installed until top layer, house building can be completed.
Wherein thermal insulation layer 14 is the fire-retardant heat insulation plate that fire-retardant styrofoam or other thermal conductivitys are little.
Above-mentioned body of wall can leave door, window 13 structure when prefabricated, installs door, window after house building completes, and the gap of body of wall and door, window adopts polyurethane foam glue to fill, and re-uses silicone weather resistant glue and fills.
Multilayer needs stair in house, and stair adopt in Steel Concrete stair prefabricated component, steel beam column or Wood member, Steel Concrete stair prefabricated component, stair steel beam column or Wood member and body of wall establishes beam post part and floor plates 10 inner bolt to be fastenedly connected.
Housing roof need to do WATER REPELLENT, and roofing steel beam column can stretch out bolt with roof boarding and be connected, and can lay perlite at roofing and again do isothermal holding before or after laying color steel, ceramic tile or terra-cotta.
Although having described the preferred embodiments of the present invention, but those skilled in the art once the substantially creative concept of cicada, then these embodiments can be made other change and amendment. Therefore, it is intended that the appended claims shall be construed comprise preferred embodiment and fall into all changes and the amendment of the scope of the invention.
Obviously, the present invention can be carried out various change and modification and not depart from the spirit and scope of the present invention by the technician of this area. Like this, if these amendments of the present invention and modification belong within the scope of the claims in the present invention and equivalent technologies thereof, then the present invention also is intended to comprise these change and modification.
Claims (10)
1. a full assembling can dismantle building structure, it is characterised in that, comprising:
The pile foundation hole being arranged in ground, described pile foundation hole installs pile foundation, above described pile foundation, Ji Liang is installed, installing prefabricated housing structure on described Ji Liang, described prefabricated housing structure comprises partition wall body of wall, floor plates or roof boarding, stair and roof shape component between load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing;
Described pile foundation is provided with multiple pre-embedded bolt, one end of described pre-embedded bolt is placed in described pile foundation, described base beam is provided with pre-opened hole, the other end of described pre-embedded bolt passes the pre-opened hole in base beam and is fixedly connected with set nut, described Ji Liang side also arranges bolt and web plate is fastenedly connected described Ji Liang and pile foundation, and described web plate is yi word pattern or L-type;
Between described load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall is respectively equipped with threaded screw rod, one end of described threaded screw rod is placed in partition wall body of wall between described load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, and the other end of described threaded screw rod is fixedly connected with by double end nut with the other end of described pre-embedded bolt;
Described load-bearing gable body of wall top is provided with reserved groove, described floor plates is flat on load-bearing front-back wall body of wall, load-bearing gable body of wall reserves partition wall body of wall top between groove and load-bearing, and between described floor plates with load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall top uses threaded stud to be connected.
2. full assembling according to claim 1 can dismantle building structure, it is characterized in that, between described load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, corresponding threaded screw rod place, partition wall body of wall height direction is provided with pre-opened hole, between described load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, partition wall body of wall bottom is provided with the corresponding described double end nut fixed connection place of locking cavity, the corresponding threaded stud place of described floor plates is provided with pre-opened hole, and between described load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing, corresponding threaded stud place, partition wall body of wall top is provided with internal thread hole.
3. full assembling according to claim 1 can dismantle building structure, it is characterised in that, it is provided with moisture-proof barrier between described Ji Liang and prefabricated housing structure.
4. full assembling according to claim 1 can dismantle building structure, it is characterized in that, need all to use web plate be locked or use tongue-and-groove structure to be connected and fixed between partition wall body of wall and floor plates between the adjacent described Ji Liang mutually locked, load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing.
5. full assembling according to claim 1 can dismantle building structure, it is characterized in that, all reserving 10mm gap between partition wall body of wall and floor plates between adjacent described Ji Liang, load-bearing gable body of wall, load-bearing front-back wall body of wall, load-bearing, described gap uses packing material sealing.
6. full assembling according to claim 2 can dismantle building structure, it is characterised in that, it is provided with PVC sleeve in the pre-opened hole in described Ji Liang and load-bearing gable body of wall.
7. full assembling according to claim 1 can dismantle building structure, it is characterised in that, the concrete quality that described prefabricated housing structure uses is than being cement: middle river sand: stone: rice husk: water=1: 1.17: 2.61: 0.44: 0.4.
8. full assembling according to claim 1 can dismantle building structure, it is characterised in that, described prefabricated housing structure is buried penetration pipe and line box in advance.
9. one kind as arbitrary in claim 1-8 as described in full assembling can dismantle the construction technique of building structure, it is characterised in that, comprise the following steps:
Requiring, according to construction file, circular pile foundation hole of drilling in working-yard, carry out bed course according to predetermined absolute altitude, then pile foundation be steadily fit in pile foundation hole bottom pile foundation hole, level is tamped;
Ji Liang is arranged in pile foundation, in pile foundation, the pre-embedded bolt the other end passes the PVC sleeve in base beam pre-opened hole and reserves certain length bolt above base beam, the other end of pre-embedded bolt is fixedly connected with set nut, between base beam, flush joint uses yi word pattern web plate to be fixedly connected with after docking, corner base beam vertical lap seam uses L-type web plate to be fixedly connected with after docking, and the gap between Ji Liang and base beam uses packing material to be filled with a sealing;
Laying one layer of moisture-proof barrier above base beam, then carry out prefabricated housing structure installment, installation order installs load-bearing gable body of wall again for first installing load-bearing front-back wall body of wall, then installs partition wall body of wall between load-bearing, then installs floor plates or roof boarding;
Lifting equipment is used the lifting of partition wall body of wall between load-bearing front-back wall body of wall, load-bearing gable body of wall and load-bearing to be put in place, threaded screw rod is worn until body of wall bottom is locked in cavity above the pre-opened hole of body of wall height direction, left and right rotation direction double end nut is used together to lock extremely by the pre-embedded bolt the other end and the threaded screw rod the other end, look for just afterwards by dead for bolt lock in body of wall top fixing between body of wall, using web plate fastening between neighboring walls, the gap between body of wall uses packing material to be filled with a sealing;
Floor plates is laid in the reserved partition wall body of wall top between groove and load-bearing of load-bearing front-back wall body of wall, load-bearing gable body of wall, after the Inner bolt holes of floor plates pre-opened hole and body of wall top is aligned fastening with threaded stud, the threaded screw rod of the threaded stud and second layer body of wall that expose floor plates part after fastening re-uses double end nut and is connected;
Repeat according to above-mentioned installation method upper strata each portion body of wall to be installed until top layer roof boarding and roof structure part.
10. full assembling according to claim 9 can dismantle the construction technology of building structure, it is characterised in that, after described building structure installation, roofing need to do WATER REPELLENT and isothermal holding.
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| CN201511034099.8A CN105672479B (en) | 2015-12-25 | 2015-12-25 | One kind assembles detachable building structure and construction technique entirely |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107687210A (en) * | 2017-10-12 | 2018-02-13 | 河北丽建丽筑集成房屋有限公司 | A kind of method of construction of full prefabricated buildings |
| CN108517966A (en) * | 2018-03-27 | 2018-09-11 | 南京汤泉建设集团有限公司 | One kind assembling detachable building structure and construction technique entirely |
| CN109183995A (en) * | 2018-09-26 | 2019-01-11 | 河南鸿宇工业装备工程有限公司 | A kind of building structure suitable for one-piece casting |
| CN110424438A (en) * | 2019-09-04 | 2019-11-08 | 长春工程学院 | A kind of small-sized pile foundation of assembled suitable for low-rise building |
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| CN204418373U (en) * | 2014-12-15 | 2015-06-24 | 青岛义和钢构有限公司 | The board house built can be spread fast |
| CN205242631U (en) * | 2015-12-25 | 2016-05-18 | 黑龙江高格建材科技股份有限公司 | Building building structure can be dismantled in full assembly |
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| CN107687210A (en) * | 2017-10-12 | 2018-02-13 | 河北丽建丽筑集成房屋有限公司 | A kind of method of construction of full prefabricated buildings |
| CN108517966A (en) * | 2018-03-27 | 2018-09-11 | 南京汤泉建设集团有限公司 | One kind assembling detachable building structure and construction technique entirely |
| CN109183995A (en) * | 2018-09-26 | 2019-01-11 | 河南鸿宇工业装备工程有限公司 | A kind of building structure suitable for one-piece casting |
| CN110424438A (en) * | 2019-09-04 | 2019-11-08 | 长春工程学院 | A kind of small-sized pile foundation of assembled suitable for low-rise building |
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