CN105507428A - Novel house capable of being assembled through insertion connection and assembling method thereof - Google Patents

Novel house capable of being assembled through insertion connection and assembling method thereof Download PDF

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Publication number
CN105507428A
CN105507428A CN201510848931.1A CN201510848931A CN105507428A CN 105507428 A CN105507428 A CN 105507428A CN 201510848931 A CN201510848931 A CN 201510848931A CN 105507428 A CN105507428 A CN 105507428A
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China
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layers
place
longeron
roofing
crossbeam
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CN201510848931.1A
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Chinese (zh)
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CN105507428B (en
Inventor
白世和
刘福
汪庆宝
张丙文
田凤芹
张永平
高文锋
刘德鹏
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山东双得利建设科技有限公司
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Publication of CN105507428A publication Critical patent/CN105507428A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts

Abstract

The invention discloses a novel house capable of being assembled through insertion connection and an assembling method thereof. The novel house comprises a first-story steel house frame, a second-story ground steel house frame, wall boards, channel steel blocks and angle iron blocks. The first-story steel house frame comprises a bottom four-way connector, a middle ground longitudinal beam, peripheral ground crossbeams, four three-way connectors at four corners of the house, peripheral ground longitudinal beams and first-story standing columns. The second-story ground steel house frame comprises two five-way connectors, second-story crossbeams, first-story roof crossbeams, second-story longitudinal beams, two corner four-way connectors, and first-story roof longitudinal beams. The assembling method includes: tamping pure soil, pouring a waterproof concrete pad layer of 20cm on the pure soil, and maintaining for 14 days; marking the waterproof concrete pad layer with inked lines, and mounting the first-story steel house frame; mounting second-story standing columns, to be more specific, respectively connecting the upper-end ports of the vertical faces of the five-way connectors with the second-story standing columns, and connecting the upper-end ports of the vertical faces of the corner four-way connectors with the second-story standing columns; mounting a second-story roof steel house frame to complete assembling.

Description

The novel house of pluggable assembling and assemble method
Technical field
The present invention relates to building fixture technical field, particularly relate to a kind of novel house and assemble method of the pluggable assembling be easy for installation and removal.
Background technology
Detachable house of the prior art has multiple, such as, greatly adopts iron sheet board house, and to be structure be wanting at insulation, heat insulation, soundproof effect the defect that this structure exists, and is suitable for the use of short-term.In addition, type lightly constructed and simply equipped building of living alone of the prior art, the brick house that most employing common brick is built by laying bricks or stones or cement brick house structure, the defect of existence is structural thermal insulation, heat insulation, soundproof effect is poor, and needs at substantial common brick, cement brick, quality weight, comparatively serious to land resource type, and structure is generally non-removable, and reusing is poor, even again can not utilize, not meet the development trend recycling and economize on resources.
Summary of the invention
Object of the present invention is exactly the problems referred to above existed for solving prior art, provides a kind of novel house of pluggable assembling; The present invention can adopt Demountable, and quality is light, and the temporary house that can be assembled into easily or permanent house, as office occupancy or self-housing, can remove easily, can reuse, and insulation, heat insulation, soundproof effect good.
The present invention also provides a kind of novel house and assemble method of pluggable assembling.
The technical scheme of technical solution problem of the present invention is:
A kind of novel house of pluggable assembling, comprise the first floor steel roof truss be connected, the ground steel roof truss of the second layer, ash wall body plate, channel-section steel block, angle steel block, described first floor steel roof truss is located on waterproof concrete bed course, described waterproof concrete bed course is located on the element soil of compacting, described first floor steel roof truss comprises middle bottom four-way connection, ground longeron placed in the middle, peripheral ground crossbeam, four tee junctions of corner, house, peripheral ground longeron, first floor column, room Angle Position is located at by described tee junction, bottom four-way connection is located at the position between tee junction, connected by ground longeron placed in the middle between two the bottom four-way connections closed on, the two ends, left and right of described bottom four-way connection horizontal direction are connected with the ground crossbeam of both sides respectively, one end of four tee junctions of corner, house is connected with ground crossbeam, the other end of tee junction is connected with ground longeron, the vertical end of described bottom four-way connection is connected with first floor column, the vertical end of each tee junction is connected with first floor column,
The ground steel roof truss of the described second layer comprises two middle five-way joints, two layers of crossbeam, one deck roofing crossbeam, two layers of longeron, two bight four-way connections, two tee junctions, one deck roofing longerons, and the lower end interface of the vertical end of two five-way joints is connected with first floor column; Described five-way joint is connected with two layers of longeron placed in the middle; The two ends, level left and right of described five-way joint respectively be positioned at two layers of crossbeam of five-way joint both sides, one deck roofing crossbeam is connected; Wherein one end of the horizontal direction of first bight four-way connection in place with two layers of beam engagement after be connected, lower end interface and the first floor column of the vertical end of the first bight four-way connection match in place after be connected; The other end and two layers of longeron of the horizontal direction of the first bight four-way connection match in place after be connected, the other end of two layers of longeron and the one end in the horizontal direction face of second bight four-way connection match in place after be connected, the other end of the horizontal direction of second bight four-way connection and adjacent two layers of crossbeam are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection and first floor column are matched in place after be connected; Matched in one deck roofing crossbeam of installation in position and one end of the horizontal direction of the tee junction at one deck roofing place in place after be connected, the other end and one deck roofing longeron of the horizontal direction of the tee junction at one deck roofing place match in place after be connected, lower end interface and the first floor column of the tee junction at roofing place match in place after be connected;
Matched in the other end of one deck roofing longeron of installation in position and one end of the horizontal direction of another tee junction at roofing place in place after be connected, the other end of the horizontal direction of this tee junction and adjacent one deck roofing crossbeam are matched in place after be connected, the lower end of this tee junction and first floor column are matched in place after be connected;
Described channel-section steel block is respectively with two layers of crossbeam, ground crossbeam, be connected with two layers of longeron, ground longeron, described angle steel block is connected with two layers of crossbeam, ground crossbeam respectively, two layers of longeron, ground longeron connect, ash wall body plate is connected with channel-section steel block, angle steel block respectively, angle steel block is connected with the girder steel of roof truss, and roof panel is connected with angle steel block.
Also comprise the roofing steel roof truss of second layer column, the second layer, the upper end interface of the facade of described five-way joint is connected with two layers of column, and the upper end interface of the facade of two bight four-way connections is connected with two layers of column; The lower end of first tee junction at second layer roofing place is connected with two layers of column, one end of the horizontal plane of this tee junction is matched in place with two layers of roofing longeron at second layer roofing place, matched in the other end of these two layers of roofing longerons and one end of the horizontal plane of second tee junction at second layer roofing place in place after be connected, the lower end of second tee junction and two layers of column are matched in place after be connected; Residue one end of the horizontal plane of second tee junction is matched in place with two layers of roofing crossbeam at second layer roofing place, the other end of these two layers of roofing crossbeams is matched in place with one end of the horizontal plane of the 3rd tee junction at second layer roofing place, the lower end of the 3rd tee junction and two layers of column are matched in place after be connected; Residue one end of the horizontal plane of the 3rd tee junction and this two layers of roofing longeron are matched in place, the other end of these two layers of roofing longerons is matched in place with one end of the horizontal plane of the 4th tee junction, the lower end of the 4th tee junction is matched in place with two layers of column, the other end of the horizontal plane of the 4th tee junction is matched in place with one end of two layers of roofing crossbeam and first tee junction.
Described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron all adopt square steel pipe structure.
Described bottom four-way connection comprises four steel pipe combination, wherein a vertical steel tube combination vertical is arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the vertical steel tube combination left and right sides, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in outside port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface,
Described five-way joint comprises five steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the left and right sides of vertical steel tube combination, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface,
Described tee junction comprises the combination of vertical steel tube, combine with vertical steel tube that horizontal steel tube that bottom is connected combines one, horizontal steel tube combines two, horizontal steel tube combine one and horizontal steel tube combine two and vertically to arrange;
Two described bight four-way connections comprise four steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other two horizontal steel tubes combination one, horizontal steel tube combination two is connected with vertical steel tube combination vertical in horizontal plane, wherein horizontal steel tube combination one is on vertical steel tube combination left side or right side, horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface.
Each steel pipe combination of described bottom four-way connection, five-way joint, tee junction, bight four-way connection is respectively equipped with joint connecting hole in the position, four sides of secondary steel pipe; The position at the four sides, two ends of described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, two layers of crossbeam, one deck roofing crossbeam, two layers of longeron, one deck roofing longeron is provided with beam or post connecting hole, described beam or post connecting hole coordinate with joint connecting hole, and beam or post connecting hole are connected by screw rod, nut with joint connecting hole.
Described joint connecting hole is provided with two in each face, and four sides arranges eight joint connecting holes altogether; Described beam or post connecting hole are provided with two in each face, and four sides arranges eight beams or post connecting hole altogether, and described nut-welding is on the inwall of secondary steel pipe.
Described ash wall body plate comprises middle wallboard, end wallboard, ash wall body plate adopts the silica sand foamed board of the built-in reinforcing bar of fixed dimension, channel-section steel block is connected by self-tapping screw with two layers of crossbeam, ground crossbeam respectively, channel-section steel block is connected by self-tapping screw with two layers of longeron, ground longeron respectively; Middle wallboard enters in channel-section steel block from left and right sides horizontal sliding, utilizes channel-section steel block to be fixed by middle wallboard; Angle steel block is connected by self-tapping screw with two layers of crossbeam, ground crossbeam respectively, angle steel block is connected by self-tapping screw with two layers of longeron, ground longeron respectively, end wallboard keeps flat into corresponding body of wall position from front side, adopt self-tapping screw to be connected with end wallboard by angle steel block.
Polyphenyl plate is filled in the inner chamber of the square steel pipe structure of described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron; After described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron install, with air exposed contact site brushing three times thick coated type fire-proof and thermal-insulation coating.
A novel house assemble method for pluggable assembling, comprises the following steps:
1) by rammed earth, often ram and accomplish that a rammer pressure half is rammed, back and forth adopt rammer ramming three times;
2) on plain soil, build the waterproof concrete bed course of 20cm, and maintenance fortnight;
3) on waterproof concrete bed course, play the line of ink marker, and the steel roof truss of the first floor be installed:
First bottom four-way connection is placed, ground longeron placed in the middle is placed in the middle of two bottom four-way connections, bottom four-way connection is connected with placement ground longeron placed in the middle, the two ends, left and right of bottom four-way connection horizontal direction are connected with the ground crossbeam of both sides respectively, be connected with ground crossbeam one end of four of corner, house tee junctions, the other end of tee junction is connected with ground longeron;
The vertical end of bottom four-way connection is connected with first floor column, the facade end of each tee junction is connected with first floor column;
Respectively the lower end interface of the vertical end of two five-way joints is connected with first floor column, two five-way joints are connected with two layers of longeron placed in the middle, by the two ends, level left and right of five-way joint respectively be positioned at two layers of crossbeam of five-way joint both sides, one deck roofing crossbeam is connected; Be connected after in place with two layers of beam engagement for one end of the wherein horizontal direction of first bight four-way connection, lower end interface and the first floor column of the vertical end of first bight four-way connection match in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member; One end of the horizontal direction of first bight four-way connection and two layers of longeron are matched in place after be connected, matched in the other end of two layers of longeron and the one end in the horizontal direction face of second bight four-way connection in place after be connected, the other end of the horizontal direction of second bight four-way connection and two layers of crossbeam are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection and first floor column are matched in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
Be connected after in place with the one end fits of the horizontal direction of the tee junction at one deck roofing place for one deck roofing crossbeam of installation in position, the other end and one deck roofing longeron of the horizontal direction of the tee junction at one deck roofing place match in place after be connected, lower end interface and the first floor column of the tee junction at one deck roofing place match in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
Matched in the other end of one deck roofing longeron of installation in position and one end of the horizontal direction of another tee junction at roofing place in place after be connected, the other end of the horizontal direction of this tee junction and one deck roofing crossbeam are matched in place after be connected, the lower end of this tee junction is matched in place with first floor column, after above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
4) column of the second layer is installed: be connected with two layers of column by the upper end interface of the facade of five-way joint respectively, be connected with two layers of column by the upper end interface of the facade of two bight four-way connections;
5) the roofing steel roof truss of the second layer is installed
The lower end of first tee junction at the second roofing place is connected with two layers of column, one end of the horizontal plane of first tee junction and two layers of roofing longeron at second layer roofing place are matched in place after be connected, match the other end of these two layers of roofing longerons with one end of the horizontal direction of second tee junction at second layer roofing place Linking with foundation, the lower end of second tee junction and two layers of column are matched in place after be connected; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Residue one end of the horizontal direction of second tee junction is matched in place with two layers of roofing crossbeam, the other end of these two layers of roofing crossbeams is matched in place with one end of the horizontal plane of the 3rd tee junction, the lower end of the 3rd tee junction is matched in place with two layers of column, treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Residue one end of the horizontal plane of the 3rd tee junction is matched in place with two layers of roofing longeron, be connected after the other end of these two layers of roofing longerons is in place with the one end fits of the horizontal plane of the 4th tee junction, the lower end of the 4th tee junction and two layers of column are matched in place after be connected, the other end of the horizontal plane of the 4th tee junction and one end of first tee junction and two layers of roofing crossbeam are between the two matched in place after be connected; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening.
Beneficial effect of the present invention:
1. the present invention adopts girder steel, steel column all adopts square steel pipe, corresponding joint is adopted to connect between girder steel, steel column, adopt Demountable, quality is light, and transport, construction are easy rapidly, the temporary house that can be assembled into easily or permanent house, as office occupancy or self-housing, can remove easily, can reuse, and insulation, heat insulation, soundproof effect good.This house is totally two-layer, and the building structure of local one deck, meets different instructions for uses.
2. secondary steel pipe is connected the rear single component formed with main steel-pipe welding, and several single components are welded to each other and constitute tee junction, four-way connection, five-way joint etc.Several single Member Weldings connect, and ensure that integral rigidity and the stability of joint, strengthen the stability of node, very favourable to antidetonation.
3. the interior bore of main steel pipe and the outer bore of secondary steel pipe fit like a glove, and decrease rocking and wave between the two, simultaneously, junction is welded to connect, and make main steel pipe and secondary steel pipe form a unified entirety.To ensureing that the resistance to overturning of joint is very favourable.
4. the outer bore of the secondary steel pipe of various terminal and the interior bore of corresponding girder steel or steel column fit like a glove, thus both decreasing, rocking of junction are waved.The connection of the girder steel that the secondary steel pipe of various terminal is its immediate or steel column adopts bolt to be fixedly connected with, the boring 16 altogether of secondary steel pipe and girder steel or steel column, take constant spacing, constant aperture, fixed end distance, eight borings of girder steel or steel column can be holed with eight of secondary steel pipe overlap completely, ensure that screw rod frees in and out.
5. wallboard adopts the silica sand cystosepiment of the built-in reinforcing bar of finished product, wallboard is divided into middle wallboard and end wallboard, and adopt channel-section steel block, angle steel block, self-tapping screw to be connected with girder steel respectively, channel-section steel block, angle steel block, self-tapping screw are all common building materials, ensure that the rapid of construction, fast.
6, middle wallboard adopts the mode entered from both sides horizontal sliding, and end wallboard adopts is sidelong the mode of putting and entering in the past, ensure that combining closely between wallboard and girder steel.
7, the assembling sequence in steel roof truss house is according to first ground girder steel, then one deck column, then one deck back timber, then two layers of column, then and the sequence construction of roof girder, ensure that overall order; The assembling sequence of the ground girder steel in each room is assembled successively according to counterclockwise or clockwise order, thus ensures the order of operation.
Accompanying drawing explanation
Fig. 1: plug-in type building facade schematic diagram;
Fig. 2: a-a sectional drawing;
Fig. 3: b-b sectional drawing;
Fig. 4: c-c sectional drawing;
Fig. 5: bottom four-way connection schematic diagram;
Fig. 6: five-way joint schematic diagram;
Fig. 7: tee junction schematic diagram;
Fig. 8: bight four-way connection schematic diagram;
Fig. 9: schematic diagram assembled by secondary steel pipe and each girder steel;
Figure 10: d-d generalized section;
Figure 11: schematic diagram riveted by secondary steel pipe and each girder steel;
Figure 12: ash wall body plate facade assembling schematic diagram;
Figure 13: middle wallboard assembling schematic diagram;
Figure 14: end wallboard assembling schematic diagram;
Figure 15: roof panel assembling schematic diagram;
Figure 16: the assembling schematic diagram of tee junction;
In figure, 1. first floor column, 2. two layers of column, 3. ground crossbeam, 4. ground longeron, 5. two layers of crossbeam, 6. two layers of longeron, 7. two layers of roofing crossbeam, 8. two layers of roofing longeron, 9. bottom four-way connection, 10. five-way joint, 11. tee junctions, 12. compacting element soil, 13. waterproof concrete bed courses, 14. ground longerons placed in the middle, 15. 2 layers of longeron placed in the middle, 17. one deck roofing crossbeams, 19. bight four-way connections, 20. one deck roofing longerons, 21. main steel pipes, 22. secondary steel pipes, 23. nuts, 24. screw rods, 25. middle wallboards, 26. end wallboards, 27. channel-section steel blocks, 28. angle steel blocks, 29. roof panel.
Detailed description of the invention
In order to understand the present invention better, explain embodiments of the present invention in detail below in conjunction with accompanying drawing.
As shown in Figures 1 to 4, in figure, first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, bottom four-way connection 9, five-way joint 10, tee junction 11, compacting element soil 12, waterproof concrete bed course 13, ground longeron 14 placed in the middle, two layers of longeron 15 placed in the middle, one deck roofing crossbeam 17, bight four-way connection 19, one deck roofing longeron 20, main steel pipe 21, secondary steel pipe 22, nut 23, screw rod 24, middle wallboard 25, end wallboard 26, channel-section steel block 27, angle steel block 28, roof panel 29.
A kind of novel house of pluggable assembling, comprise the first floor steel roof truss be connected, the ground steel roof truss of the second layer, ash wall body plate, channel-section steel block 27, angle steel block 28, described first floor steel roof truss is located on waterproof concrete bed course 13, described waterproof concrete bed course 13 is located on the element soil 12 of compacting, described first floor steel roof truss comprises middle bottom four-way connection 9, ground longeron 14 placed in the middle, peripheral ground crossbeam 3, the first floor four tee junctions 11 of corner, house, peripheral ground longeron 4, first floor column 1, room Angle Position is located at by described tee junction 11, bottom four-way connection 9 is located at the position between tee junction 11, connected by ground longeron 14 placed in the middle between two the bottom four-way connections 9 closed on, the two ends, left and right of described bottom four-way connection 9 horizontal direction are connected with the ground crossbeam 3 of both sides respectively, one end of the first floor four tee junctions 11 of corner, house is connected with ground crossbeam 3, the other end of tee junction 11 is connected with ground longeron 4, the vertical end of described bottom four-way connection 9 is connected with first floor column 1, the vertical end of each tee junction 11 is connected with first floor column 1,
The ground steel roof truss of the described second layer comprise middle two five-way joints, 10, two layers of crossbeam 5, one deck roofing crossbeam 17, two layers of longeron 6, two bight four-way connections 19, two tee junctions 11 of the second layer, the vertical end of one deck roofing longeron 20, two five-way joints 10 lower end interface be connected with 1 first floor column; Described five-way joint 10 is connected with two layers of longeron 15 placed in the middle; The two ends, level left and right of described five-way joint 10 respectively be positioned at two layers of crossbeam 5 of five-way joint 10 both sides, one deck roofing crossbeam 17 is connected; Wherein one end and two layers of crossbeam 5 of the horizontal direction of first bight four-way connection 19 of the second layer coordinate in place after be connected, lower end interface and the first floor column 1 of the vertical end of first bight four-way connection 19 match in place after be connected.Treat in place with upper member after, will be connected with upper member fastening; The other end and two layers of longeron 6 of the horizontal direction of first bight four-way connection 19 match in place after be connected, the other end of two layers of longeron 6 and one end of the horizontal direction of second of the second layer bight four-way connection 19 match in place after be connected, the other end of the horizontal direction of second bight four-way connection 19 and adjacent two layers of crossbeam 5 are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection 19 and first floor column 1 are matched in place after be connected; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening.Matched in one deck roofing crossbeam 17 of installation in position and one end of the horizontal direction of the second layer first tee junction 11 at roofing place in place after be connected, the other end and one deck roofing longeron 20 of the horizontal direction of the second layer first tee junction 11 match in place after be connected, lower end interface and the first floor column 1 of a second layer tee junction 11 match in place after be connected.Treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Matched in the other end of one deck roofing longeron 20 of installation in position and one end of the horizontal direction of the second layer second tee junction 11 at roofing place in place after be connected, the other end of the horizontal direction of the second layer second tee junction 11 and one deck roofing crossbeam 17 are matched in place after be connected, the lower end of the second layer second tee junction 11 and first floor column 1 are matched in place after be connected.Treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Described channel-section steel block 27 is connected with two layers of crossbeam 5, ground crossbeam 3 respectively, institute's channel-section steel bloom 27 is connected with two layers of longeron 6, ground longeron 4 respectively, described angle steel block 28 is connected with two layers of crossbeam 5, ground crossbeam 3 respectively, described angle steel block 28 is connected with two layers of longeron 6, ground longeron 4 respectively, other girder steels of described channel-section steel block 27, angle steel block 28 difference roof truss connect, and ash wall body plate is connected with channel-section steel block 27, angle steel block 28 respectively.
Described one deck roofing crossbeam 17 is connected with angle steel block 28, and angle steel block 28 is connected with roof panel 29.
Also comprise the roofing steel roof truss of two layers of column 2, the second layer, the upper end interface of the facade of described five-way joint 10 is connected with two layers of column 2, and the upper end interface of the facade of first bight four-way connection, second bight four-way connection 19 is connected with two layers of column 2; The lower end of the second layer first tee junction 11 is connected with two layers of column 2, one end of the horizontal plane of the second layer first tee junction 11 is matched in place with two layers of roofing longeron 8 at second layer roofing place, is matched in one end of the horizontal plane of the other end of these two layers of roofing longerons 8 and the second layer second tee junction 11 in place after be connected, the lower end of the second layer second tee junction 11 and two layers of column 2 are matched in place after be connected.Treat with upper member cooperatively interact in place after, will be connected with upper member fastening; Residue one end of the horizontal plane of the second layer second tee junction 11 is matched in place with two layers of roofing crossbeam 7 at second layer roofing place, the other end of these two layers of roofing crossbeams 7 is matched in place with one end of the horizontal plane of the 3rd tee junction 11 at second layer roofing place, the lower end of the 3rd tee junction 11 and two layers of column 2 are matched in place after be connected.Treat with upper member cooperatively interact in place after, will be connected with upper member fastening; Residue one end of the horizontal plane of the 3rd tee junction 11 and this two layers of roofing longeron 8 are matched in place, the other end of these two layers of roofing longerons 8 is matched in place with one end of the horizontal plane of the 4th tee junction 11 at second layer roofing place, the lower end of the 4th tee junction 11 is matched in place with two layers of column 2, the other end of the horizontal plane of the 4th tee junction 11 is matched in place with one end of two layers of roofing crossbeam 7 and first tee junction 11.Treat with upper member cooperatively interact in place after, will be connected with upper member fastening.The erection sequence of first to fourth tee junction assembles according to counterclockwise order.
Described first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, longeron 14, two layers of longeron placed in the middle 15 in ground placed in the middle, one deck roofing crossbeam 17, one deck roofing longeron 20 all adopt square steel pipe structure.
Described bottom four-way connection 9 comprises four steel pipe combination, wherein a vertical steel tube combination vertical is arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the vertical steel tube combination left and right sides, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe 21, secondary steel pipe 22, the external surface of secondary steel pipe 22 coordinates with the inner surface of main steel pipe 21, preseting length in main steel pipe 21 is goed deep in the end of secondary steel pipe 22, described main steel pipe 21 adopts full weld to be connected with secondary steel pipe 22 in outside port junction, the secondary external surface bore of steel pipe 22 and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe 21 is tight, adopts full weld to connect between contact surface.Certain two horizontal steel tubes combination one can adopt overall structure, and vertical steel tube combination and horizontal steel tube combine two and combine one with integrally-built horizontal steel tube respectively and be connected.
Described five-way joint 10 comprises five steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the left and right sides of vertical steel tube combination, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe 21, secondary steel pipe 22, the external surface of secondary steel pipe 22 coordinates with the inner surface of main steel pipe 21, preseting length in main steel pipe 21 is goed deep in the end of secondary steel pipe 22, described main steel pipe 21 adopts full weld to be connected with secondary steel pipe 22 in port junction, the secondary external surface bore of steel pipe 22 and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each 21 main steel pipes is tight, adopts full weld to connect between contact surface.Certain two horizontal steel tubes combination one can adopt overall structure, and two vertical steel tube combinations and horizontal steel tube combine two and combine one with integrally-built horizontal steel tube respectively and be connected.Also can adopt the overall structure of two vertical steel tube combinations, two horizontal steel tube combinations one, horizontal steel tube combinations two are connected with integrally-built vertical steel tube respectively.
Described tee junction 11 comprises the combination of vertical steel tube, combine with vertical steel tube that horizontal steel tube that bottom is connected combines one, horizontal steel tube combines two, horizontal steel tube combine one and horizontal steel tube combine two and vertically to arrange.
Described bight four-way connection 19 comprises four steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other two horizontal steel tubes combination one, horizontal steel tube combination two is connected with vertical steel tube combination vertical in horizontal plane, wherein horizontal steel tube combination one is on vertical steel tube combination left side or right side, horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe 21, secondary steel pipe 22, the external surface of secondary steel pipe 22 coordinates with the inner surface of main steel pipe 21, preseting length in main steel pipe 21 is goed deep in the end of secondary steel pipe 22, described main steel pipe 21 adopts full weld to be connected with secondary steel pipe 22 in outside port junction, the secondary external surface bore of steel pipe 22 and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each 21 main steel pipes is tight, adopts full weld to connect between contact surface.Also can adopt the overall structure of two vertical steel tube combinations, two horizontal steel tube combinations one, horizontal steel tube combinations two are combined one with integrally-built vertical steel tube respectively and are connected.
Each steel pipe combination of described bottom four-way connection 9, five-way joint 10, tee junction 11, bight four-way connection 19 is respectively equipped with the connecting hole of steel pipe in the position, four sides of secondary steel pipe; The position at the four sides, two ends of described first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, longeron 14, two layers of longeron placed in the middle 15 in ground placed in the middle, one deck roofing crossbeam 17, one deck roofing longeron 20 is provided with corresponding connecting hole, described corresponding connecting hole coordinates with the connecting hole of secondary steel pipe, and the connecting hole of respective beam or post is connected by screw rod 24, nut 23 with the connecting hole of secondary steel pipe.
The connecting hole of described secondary steel pipe is provided with two in each face, and four sides arranges eight joint connecting holes altogether; The connecting hole of described beam or post is provided with two in each face, and four sides arranges eight beams or post connecting hole altogether, sees Fig. 9; Described nut 23 is welded on the inwall of secondary steel pipe, sees Figure 10.
Described ash wall body plate comprises middle wallboard 25, end wallboard 26, and ash wall body plate adopts the silica sand foamed board of the built-in reinforcing bar of fixed dimension, for the ash wall body plate between two layers of crossbeam 5, ground crossbeam 3, ash wall body plate mounting method is described.Channel-section steel block 27 is connected by self-tapping screw with two layers of crossbeam 5, ground crossbeam 3 respectively; Middle wallboard 25 enters in channel-section steel block from left and right sides horizontal sliding, utilizes channel-section steel block 27 to be fixed by middle wallboard 25; Be connected by self-tapping screw with two layers of crossbeam 5, ground crossbeam 3 respectively by angle steel block 28, end wallboard 26 keeps flat into corresponding body of wall position from front side, adopts self-tapping screw to be connected with end wallboard 26 by angle steel block 28.
Described angle steel block 28 is connected by self-tapping screw with the girder steel of roof truss, and roof panel 29 is connected by self-tapping screw with angle steel block 28.
Polyphenyl plate is filled in the inner chamber of the square steel pipe structure of described first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, longeron 14, two layers of longeron placed in the middle 15 in ground placed in the middle, one deck roofing crossbeam 17, one deck roofing longeron 20.After described first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, longeron 14, two layers of longeron placed in the middle 15 in ground placed in the middle, one deck roofing crossbeam 17, one deck roofing longeron 20 install, with air exposed contact site brushing three times thick coated type fire-proof and thermal-insulation coating.
A novel house assemble method for pluggable assembling, comprises the following steps:
1) by element soil 12 compacting, often ram and accomplish that a rammer pressure half is rammed, back and forth adopt rammer ramming three times;
2) on element soil 12, build the waterproof concrete bed course 13 of 20cm, and maintenance fortnight;
3) on waterproof concrete bed course 13, play the line of ink marker, and the steel roof truss of the first floor be installed:
First bottom four-way connection 9 is placed, ground longeron 14 placed in the middle is placed in the middle of two bottom four-way connections 9, bottom four-way connection 9 is connected with placement ground longeron 14 placed in the middle, the two ends, left and right of bottom four-way connection 9 horizontal direction are connected with the ground crossbeam 3 of both sides respectively, be connected with ground crossbeam 3 one end of four of corner, house tee junctions 11, the other end of tee junction 11 is connected with ground longeron 4;
The vertical end of bottom four-way connection 9 is connected with first floor column 1, the facade end of each tee junction 11 is connected with first floor column 1;
Respectively the lower end interface of the vertical end of two five-way joints 10 is connected with 1 first floor column, two five-way joints 10 are connected with two layers of longeron 15 placed in the middle, by the two ends, level left and right of five-way joint 10 respectively be positioned at two layers of crossbeam 5 of five-way joint 10 both sides, one deck roofing crossbeam 17 is connected; One end of the horizontal direction of one of them bight four-way connection 19 and two layers of crossbeam 5 are coordinated in place after be connected, lower end interface and the first floor column 1 of the vertical end of bight four-way connection 19 match in place after be connected;
The other end of the horizontal direction of first bight four-way connection 19 and two layers of longeron 6 are matched in place after be connected, matched in the other end of two layers of longeron 6 and the one end in the horizontal direction face of second bight four-way connection 19 in place after be connected, the other end of the horizontal direction of second bight four-way connection 19 and two layers of crossbeam 5 are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection 19 and first floor column 1 are matched in place after be connected;
Be connected after in place with the one end fits of the horizontal direction of the tee junction 11 at roofing place for one deck roofing crossbeam 17 of installation in position, the other end and one deck roofing longeron 20 of the horizontal direction of the tee junction 11 at roofing place match in place after be connected, lower end interface and the first floor column 1 of the tee junction 11 at roofing place match in place after be connected;
Matched in the other end of one deck roofing longeron 20 of installation in position and one end of the horizontal direction of another tee junction 11 at roofing place in place after be connected, the other end of the horizontal direction of this tee junction 11 and adjacent one deck roofing crossbeam 17 are matched in place after be connected, the lower end of this tee junction 11 is matched in place with first floor column 1.Treat with upper member cooperatively interact in place after, will be with bolts with upper member.
4) column of the second layer is installed: be connected with two layers of column 2 by the upper end interface of the facade of five-way joint 10 respectively, be connected with two layers of column 2 by the upper end interface of the facade of bight four-way connection 19;
5) the roofing steel roof truss of the second layer is installed
The lower end of first tee junction 11 at second layer roofing place is connected with two layers of column 2, one end of the horizontal plane of this tee junction 11 and two layers of roofing longeron 8 at second layer roofing place are matched in place after be connected, match the other end of these two layers of roofing longerons 8 with one end of the horizontal direction of second tee junction 11 at second layer roofing place Linking with foundation, the lower end of second tee junction 11 and two layers of column 2 are matched in place after be connected; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening.
Residue one end of the horizontal direction of second tee junction 11 is matched in place with two layers of roofing crossbeam 7, the other end of these two layers of roofing crossbeams 7 is matched in place with one end of the horizontal plane of the 3rd tee junction 11, the lower end of the 3rd tee junction 11 is matched in place with two layers of column 2.Treat with upper member cooperatively interact in place after, will be connected with upper member.
Residue one end of the horizontal plane of the 3rd tee junction 11 is matched in place with two layers of roofing longeron 8, be connected after the other end of these two layers of roofing longerons 8 is in place with the one end fits of the horizontal plane of the 4th tee junction 11, the lower end of the 4th tee junction 11 and two layers of column 2 are matched in place after be connected, the other end of the horizontal plane of the 4th tee junction 11 and one end of first tee junction 11 and two layers of roofing crossbeam 7 are between the two coordinated in place after be connected.Treat with upper member cooperatively interact in place after, will be connected with upper member.First to fourth tee junction 11 is assembled according to counterclockwise order.
Described bottom four-way connection 9, five-way joint 10, tee junction 11, the joint connecting hole of each steel pipe combination in the position, four sides of secondary steel pipe of bight four-way connection 19 and described first floor column 1, two layers of column 2, ground crossbeam 3, ground longeron 4, two layers of crossbeam 5, two layers of longeron 6, two layers of roofing crossbeam 7, two layers of roofing longeron 8, ground longeron 14 placed in the middle, two layers of longeron 15 placed in the middle, one deck roofing crossbeam 17, the connecting hole of the position, four sides, two ends of one deck roofing longeron 20 is by screw rod 24, nut 23 connects.
By reference to the accompanying drawings the detailed description of the invention of invention is described although above-mentioned; but not limiting the scope of the invention; on the basis of technical scheme of the present invention, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection scope of the present invention.

Claims (9)

1. the novel house of a pluggable assembling, it is characterized in that, comprise the first floor steel roof truss be connected, the ground steel roof truss of the second layer, ash wall body plate, channel-section steel block, angle steel block, described first floor steel roof truss is located on waterproof concrete bed course, described waterproof concrete bed course is located on the element soil of compacting, described first floor steel roof truss comprises middle bottom four-way connection, ground longeron placed in the middle, peripheral ground crossbeam, four tee junctions of corner, house, peripheral ground longeron, first floor column, room Angle Position is located at by described four tee junctions, bottom four-way connection is located at the position between tee junction, connected by ground longeron placed in the middle between two the bottom four-way connections closed on, the two ends, left and right of described bottom four-way connection horizontal direction are connected with the ground crossbeam of both sides respectively, one end of four tee junctions in house is connected with ground crossbeam, the other end of four tee junctions is connected with ground longeron, the vertical end of described bottom four-way connection is connected with first floor column, the vertical end of four tee junctions is connected with first floor column,
The ground steel roof truss of the described second layer comprises two middle five-way joints, two layers of crossbeam, one deck roofing crossbeam, two layers of longeron, two bight four-way connections, two tee junctions of one deck roofing, one deck roofing longerons, and the lower end interface of the vertical end of two five-way joints is connected with first floor column; Described five-way joint is connected with two layers of longeron placed in the middle; The two ends, level left and right of described five-way joint respectively be positioned at two layers of crossbeam of five-way joint both sides, one deck roofing crossbeam is connected; Wherein one end of the horizontal direction of first bight four-way connection in place with two layers of beam engagement after be connected, lower end interface and the first floor column of the vertical end of the first bight four-way connection match in place after be connected; The other end and two layers of longeron of the horizontal direction of the first bight four-way connection match in place after be connected, the other end of two layers of longeron and the one end in the horizontal direction face of second bight four-way connection match in place after be connected, the other end of the horizontal direction of second bight four-way connection and two layers of crossbeam are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection and first floor column are matched in place after be connected; Matched in one deck roofing crossbeam of installation in position and one end of the horizontal direction of one of them tee junction of one deck roofing in place after be connected, the other end and one deck roofing longeron of the horizontal direction of one of them tee junction of one deck roofing match in place after be connected, lower end interface and the first floor column of one of them tee junction of one deck roofing match in place after be connected;
Matched in the other end of one deck roofing longeron of installation in position and one end of the horizontal direction of another tee junction of one deck roofing in place after be connected, the other end of the horizontal direction of another tee junction of this one deck roofing and one deck roofing crossbeam are matched in place after be connected, the lower end of another tee junction of this one deck roofing and first floor column are matched in place after be connected;
Described channel-section steel block is connected with two layers of crossbeam, ground crossbeam respectively, or described channel-section steel block is connected with two layers of longeron, ground longeron respectively, described angle steel block is connected with two layers of crossbeam, ground crossbeam respectively, or state angle steel block and be connected with two layers of longeron, ground longeron respectively, ash wall body plate is connected with channel-section steel block, angle steel block respectively, angle steel block is connected with the girder steel of roof truss, and roof panel is connected with angle steel block.
2. the novel house of pluggable assembling as claimed in claim 1, it is characterized in that, also comprise the roofing steel roof truss of second layer column, the second layer, the upper end interface of the facade of described five-way joint is connected with two layers of column, and the upper end interface of the facade of two bight four-way connections is connected with two layers of column; The lower end of first tee junction at second layer roofing place is connected with two layers of column, one end of the horizontal plane of this tee junction is matched in place with two layers of roofing longeron at second layer roofing place, matched in the other end of these two layers of roofing longerons and one end of the horizontal plane of second tee junction at second layer roofing place in place after be connected, the lower end of second tee junction and two layers of column are matched in place after be connected; Residue one end of the horizontal plane of second tee junction is matched in place with two layers of roofing crossbeam at second layer roofing place, the other end of these two layers of roofing crossbeams is matched in place with one end of the horizontal plane of the 3rd tee junction at second layer roofing place, the lower end of the 3rd tee junction and two layers of column are matched in place after be connected; Residue one end of the horizontal plane of the 3rd tee junction and this two layers of roofing longeron are matched in place, the other end of these two layers of roofing longerons is matched in place with one end of the horizontal plane of the 4th tee junction, the lower end of the 4th tee junction is matched in place with two layers of column, the other end of the horizontal plane of the 4th tee junction is matched in place with one end of two layers of roofing crossbeam and first tee junction.
3. the novel house of pluggable assembling as claimed in claim 2, it is characterized in that, described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron all adopt square steel pipe structure.
4. the novel house of pluggable assembling as claimed in claim 2, it is characterized in that, described bottom four-way connection comprises four steel pipe combination, wherein a vertical steel tube combination vertical is arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the vertical steel tube combination left and right sides, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in outside port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface,
Described five-way joint comprises five steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other three horizontal steel tubes are combined in horizontal plane and are connected with vertical steel tube combination vertical, wherein two horizontal steel tube combinations one are in the left and right sides of vertical steel tube combination, another root horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface,
Described tee junction comprises the combination of vertical steel tube, combine with vertical steel tube that horizontal steel tube that bottom is connected combines one, horizontal steel tube combines two, horizontal steel tube combine one and horizontal steel tube combine two and vertically to arrange;
Two described bight four-way connections comprise four steel pipe combination, wherein two vertical steel tube combination vertical are arranged, other two horizontal steel tubes combination one, horizontal steel tube combination two is connected with vertical steel tube combination vertical in horizontal plane, wherein horizontal steel tube combination one is on vertical steel tube combination left side or right side, horizontal steel tube combination two is in the inner side of vertical steel tube combination, described steel pipe combination comprises main steel pipe, secondary steel pipe, the external surface of secondary steel pipe coordinates with the inner surface of main steel pipe, preseting length in main steel pipe is goed deep in the end of secondary steel pipe, described main steel pipe adopts full weld to be connected with secondary steel pipe in port junction, the secondary external surface bore of steel pipe and the endoporus bore of main steel pipe fit like a glove, and the external contact face splicing of each main steel pipe is tight, adopts full weld to connect between contact surface.
5. the novel house of pluggable assembling as claimed in claim 4, is characterized in that, each steel pipe combination of described bottom four-way connection, five-way joint, tee junction, bight four-way connection is respectively equipped with joint connecting hole in the position, four sides of secondary steel pipe; The position at the four sides, two ends of described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, two layers of crossbeam, one deck roofing crossbeam, two layers of longeron, one deck roofing longeron is provided with beam or post connecting hole, described beam or post connecting hole coordinate with joint connecting hole, and beam or post connecting hole are connected by screw rod, nut with joint connecting hole.
6. the novel house of pluggable assembling as claimed in claim 5, is characterized in that, described joint connecting hole is provided with two in each face, and four sides arranges eight joint connecting holes altogether; Described beam or post connecting hole are provided with two in each face, and four sides arranges eight beams or post connecting hole altogether, and described nut-welding is on the inwall of secondary steel pipe.
7. the novel house of pluggable assembling as claimed in claim 1, it is characterized in that, described ash wall body plate comprises middle wallboard, end wallboard, ash wall body plate adopts the silica sand foamed board of the built-in reinforcing bar of fixed dimension, channel-section steel block is connected by self-tapping screw with two layers of crossbeam, ground crossbeam respectively, channel-section steel block is connected by self-tapping screw with two layers of longeron, ground longeron respectively; Middle wallboard enters in channel-section steel block from left and right sides horizontal sliding, utilizes channel-section steel block to be fixed by middle wallboard; Angle steel block is connected by self-tapping screw with two layers of crossbeam, ground crossbeam respectively, angle steel block is connected by self-tapping screw with two layers of longeron, ground longeron respectively, end wallboard keeps flat into corresponding body of wall position from front side, adopt self-tapping screw to be connected with end wallboard by angle steel block.
8. the novel house of pluggable assembling as claimed in claim 2, it is characterized in that, in the inner chamber of the square steel pipe structure of described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron, fill polyphenyl plate; After described first floor column, two layers of column, ground crossbeam, ground longeron, two layers of crossbeam, two layers of longeron, two layers of roofing crossbeam, two layers of roofing longeron, ground longeron placed in the middle, two layers of longeron placed in the middle, one deck roofing crossbeam, one deck roofing longeron install, with air exposed contact site brushing three times thick coated type fire-proof and thermal-insulation coating.
9. a novel house assemble method for pluggable assembling, is characterized in that, comprise the following steps:
1) by rammed earth, often ram and accomplish that a rammer pressure half is rammed, back and forth adopt rammer ramming three times;
2) on plain soil, build the waterproof concrete bed course of 20cm, and maintenance fortnight;
3) on waterproof concrete bed course, play the line of ink marker, and the steel roof truss of the first floor be installed:
First bottom four-way connection is placed, ground longeron placed in the middle is placed in the middle of two bottom four-way connections, bottom four-way connection is connected with placement ground longeron placed in the middle, the two ends, left and right of bottom four-way connection horizontal direction are connected with the ground crossbeam of both sides respectively, be connected with ground crossbeam one end of four of corner, house tee junctions, the other end of tee junction is connected with ground longeron;
The vertical end of bottom four-way connection is connected with first floor column, the facade end of each tee junction is connected with first floor column;
Respectively the lower end interface of the vertical end of two five-way joints is connected with first floor column, two five-way joints are connected with two layers of longeron placed in the middle, by the two ends, level left and right of five-way joint respectively be positioned at two layers of crossbeam of five-way joint both sides, one deck roofing crossbeam is connected; Be connected after in place with two layers of beam engagement for one end of the wherein horizontal direction of first bight four-way connection, lower end interface and the first floor column of the vertical end of first bight four-way connection match in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member; One end of the horizontal direction of first bight four-way connection and two layers of longeron are matched in place after be connected, matched in the other end of two layers of longeron and the one end in the horizontal direction face of second bight four-way connection in place after be connected, the other end of the horizontal direction of second bight four-way connection and two layers of crossbeam are matched in place after be connected, the lower end interface of the vertical end of second bight four-way connection and first floor column are matched in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
Be connected after in place with the one end fits of the horizontal direction of the tee junction at one deck roofing place for one deck roofing crossbeam of installation in position, the other end and one deck roofing longeron of the horizontal direction of the tee junction at one deck roofing place match in place after be connected, lower end interface and the first floor column of the tee junction at one deck roofing place match in place after be connected; After above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
Matched in the other end of one deck roofing longeron of installation in position and one end of the horizontal direction of another tee junction at roofing place in place after be connected, the other end of the horizontal direction of this tee junction and one deck roofing crossbeam are matched in place after be connected, the lower end of this tee junction is matched in place with first floor column, after above component synergism cooperation is in place, screw rod will be adopted to tighten connection with upper member;
4) column of the second layer is installed: be connected with two layers of column by the upper end interface of the facade of five-way joint respectively, be connected with two layers of column by the upper end interface of the facade of two bight four-way connections;
5) the roofing steel roof truss of the second layer is installed
The lower end of first tee junction at the second roofing place is connected with two layers of column, one end of the horizontal plane of first tee junction and two layers of roofing longeron at second layer roofing place are matched in place after be connected, match the other end of these two layers of roofing longerons with one end of the horizontal direction of second tee junction at second layer roofing place Linking with foundation, the lower end of second tee junction and two layers of column are matched in place after be connected; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Residue one end of the horizontal direction of second tee junction is matched in place with two layers of roofing crossbeam, the other end of these two layers of roofing crossbeams is matched in place with one end of the horizontal plane of the 3rd tee junction, the lower end of the 3rd tee junction is matched in place with two layers of column, treat with upper member cooperatively interact in place after, will be connected with upper member fastening;
Residue one end of the horizontal plane of the 3rd tee junction is matched in place with two layers of roofing longeron, be connected after the other end of these two layers of roofing longerons is in place with the one end fits of the horizontal plane of the 4th tee junction, the lower end of the 4th tee junction and two layers of column are matched in place after be connected, be connected after in place with the one end fits of first tee junction for the other end of the horizontal plane of the 4th tee junction; Treat with upper member cooperatively interact in place after, will be connected with upper member fastening.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105888263A (en) * 2016-04-29 2016-08-24 重庆昊色堂建筑设计咨询有限公司 Method for rapidly installing wooden house

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3424178A (en) * 1965-11-04 1969-01-28 Yoshimi Yazaki Small size constructions which are readily fabricated or dismantled
CN2370076Y (en) * 1998-01-16 2000-03-22 雅士(国际)空调有限公司 Quick assembling frame structure
CN201865195U (en) * 2010-08-28 2011-06-15 浙江工业大学 Novel movable board house
ES2391014A1 (en) * 2010-12-28 2012-11-20 Elea Innova Sl Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding)
CN203769071U (en) * 2014-04-09 2014-08-13 浙江海洋学院 Reusable internal structure of fireproof house
CN104389349A (en) * 2014-11-29 2015-03-04 山东双得利建设科技有限公司 Novel house capable of being fast disassembled and assembled and assembling method thereof
CN205242629U (en) * 2015-11-26 2016-05-18 山东双得利建设科技有限公司 Novel house that can peg graft and assemble

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3424178A (en) * 1965-11-04 1969-01-28 Yoshimi Yazaki Small size constructions which are readily fabricated or dismantled
CN2370076Y (en) * 1998-01-16 2000-03-22 雅士(国际)空调有限公司 Quick assembling frame structure
CN201865195U (en) * 2010-08-28 2011-06-15 浙江工业大学 Novel movable board house
ES2391014A1 (en) * 2010-12-28 2012-11-20 Elea Innova Sl Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding)
CN203769071U (en) * 2014-04-09 2014-08-13 浙江海洋学院 Reusable internal structure of fireproof house
CN104389349A (en) * 2014-11-29 2015-03-04 山东双得利建设科技有限公司 Novel house capable of being fast disassembled and assembled and assembling method thereof
CN205242629U (en) * 2015-11-26 2016-05-18 山东双得利建设科技有限公司 Novel house that can peg graft and assemble

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105888263A (en) * 2016-04-29 2016-08-24 重庆昊色堂建筑设计咨询有限公司 Method for rapidly installing wooden house
CN105888263B (en) * 2016-04-29 2018-07-24 重庆昊色堂建筑设计咨询有限公司 A kind of method of Fast Installation log cabin

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