CN104389346B - A kind of high-strength light shearing formula assembled building structural system and preparation method thereof - Google Patents
A kind of high-strength light shearing formula assembled building structural system and preparation method thereof Download PDFInfo
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- CN104389346B CN104389346B CN201410663850.XA CN201410663850A CN104389346B CN 104389346 B CN104389346 B CN 104389346B CN 201410663850 A CN201410663850 A CN 201410663850A CN 104389346 B CN104389346 B CN 104389346B
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Abstract
The present invention is specially a kind of high-strength light shearing formula assembled building structural system and preparation method thereof, solve existing storied building structure system use the structure of general frame casting concrete exist waste time and energy, production efficiency underground and more difficult problem of doing over again.Concrete foundation beam upper end is provided with fiber concrete wallboard, is provided with the floor being connected with both between adjacent two layers fiber concrete wallboard, and the superiors' fiber concrete body of wall upper end connects roofing board；Steel bar girder and light thermal-insulation block it is provided with in fiber concrete wallboard, the end face surrounding of fiber concrete wallboard is uniform has some through holes, fiber concrete wallboard downside is provided with nut cover, the lower surface of nut cover has screw via, the side of nut cover has keeper, and other sides of fiber concrete wallboard are uniform has metal threaded set；The end face surrounding of floor has through hole I.While energy-conserving and environment-protective of the present invention, effectively raise quality and comfort level and practical degree.
Description
Technical field
The present invention relates to building structure field, be specially a kind of high-strength light shearing formula assembled building structural system and preparation method thereof.
Background technology
Along with Large scale construction and country's Urbanization Construction of apartment house, and rural area transformation, the appearance of relevant policies, our people gradually breaks away from house " simply having adequate food and clothing ", strides forward to " moderately well-off comfort type "；Along with industrial upgrading, the transformation of the mode of production, in order to meet the demand of higher living quality, housing industry is important basis and condition.
The industrialization of building trade can greatly reduce the wasting of resources, promote environmental protection, at global warming, under the overall background that the whole society pair is surging with resources and environmental crises consciousness, developing industry house is for consumer, enterprise, and industry is important low-carbon (LC) action and behave, it also it is significant contribution for the world, therefore development and the technical characterstic in industrial information epoch are combined, build the design under environmental protection, manufacture, the housing industry system that construction and maintenance service are integrated, to be developing goal and the mission of Transformation Development China in period housing industry.
Domestic construction industry is when carrying out dwelling construction at present, mostly uses whole building framework and body of wall all to carry out the mode of concreting.Although this construction method uses brick mix structure good in building body intensity than before, but it is slow to there will be long in time limit, building progress, and production efficiency is low, expends more buildings and resources and human cost；It is and if construction quality is defective, extremely difficult when doing over again.
Summary of the invention
The present invention is to solve existing storied building structure system use the structure of general frame casting concrete exist waste time and energy, production efficiency is low and more difficult problem of doing over again, it is provided that a kind of high-strength light shearing formula assembled building structural system and preparation method thereof.
The present invention adopts the following technical scheme that realization: a kind of high-strength light shearing formula assembled building structural system, including the concrete foundation beam being provided with pre-embedded bolt, it is distributed up and down and same layer interconnective fiber concrete wallboard if concrete foundation beam upper end is provided with dried layer, being provided with the floor being connected with both between adjacent two layers fiber concrete wallboard, the superiors' fiber concrete wallboard upper end connects roofing board；It is provided with steel bar girder in fiber concrete wallboard and some is generally aligned in the same plane and light thermal-insulation block spaced apart, the end face surrounding of fiber concrete wallboard is uniform has some through holes, fiber concrete wallboard downside is provided with nut cover, the lower surface of nut cover has screw via, the side of nut cover has keeper, and other sides of fiber concrete wallboard are uniform has some fixing and the metal threaded set of two-layer distribution with steel bar girder；The end face surrounding of floor has the through hole I that set position metal threaded with on the upside of fiber concrete wallboard is corresponding.
When carrying out assembling work, first design is embedded with the concrete foundation beam of fang bolt；When then carrying out the connection of foundation beam and fiber concrete wallboard, the nut cover of fiber concrete wallboard is inserted in pre-embedded bolt, and is locked by keeper Upper gasket and nut；When carrying out the right angle connection of fiber concrete wallboard subsequently, the through hole of one of fiber concrete wallboard is corresponding with the metal threaded set on another block fiber concrete wallboard, and connected by screw rod；When carrying out T-shaped connection, being all installed with screw rod in the adjacent through-holes of two blocks of fiber concrete wallboards on same plane, the other end of screw rod is screwed in the double layer of metal thread bush of perpendicular fiber concrete wallboard side connection；When carrying out ten types connections, it is provided with right-angle connecting plate between the adjacent through-holes of orthogonal fiber concrete wallboard, and in the through hole at right-angle connecting plate place, is installed with bolt, and by nut, right-angle connecting plate is fixed；The upper side of this layer of fiber concrete wallboard is provided with floor, makes the through hole I on floor corresponding with the metal threaded set position of the upper side of this layer of fiber concrete wallboard, and be attached by screw rod, nut；Then pass through the nut cover bottom last layer to be connected with screw rod, repeatedly operate to reaching the number of plies needed for building；After connecting Roofing slab, damage location when floating all houses fiber concrete wallboard, the horizontal joint of floor, perps, nut cover, metal threaded set and transporting and hoisting, major project all completes, overcome existing storied building structure system use the structure of general frame casting concrete exist waste time and energy, production efficiency is low and more difficult problem of doing over again.
Roofing board is that to be spliced into cross section by the fiber concrete top board tilting forward and back setting be triangular form structure, and fiber concrete top board end bottom all has and is vertically arranged and the through hole II corresponding with fiber concrete wallboard upper side metal threaded set position, other positions of fiber concrete top board end face all have vertically disposed through hole III, and the fiber concrete top board upper side of rear side has the metal threaded set I corresponding with fiber concrete top board end top through hole III position, front side, and the superiors' fiber concrete panel tops on the upside of left and right is cone structure upwardly, and have corresponding with through hole III position, position, fiber concrete top board end face left and right with metal threaded set II on two conical surfaces of the superiors' fiber concrete wallboard on the upside of left and right.
When installing to the superiors' fiber concrete wallboard, left and right sides arranges the fiber concrete wallboard that top is cone structure, the screw rod that set metal threaded with front and back side fiber concrete wallboard upper side is connected it is installed with in the through hole II of fiber concrete top board, it is installed with, in the through hole III of fiber concrete top board end face left and right end, the screw rod being screwed in metal threaded set II, it is installed with, in the through hole III of fiber concrete top board end face upper end, the screw rod being screwed in metal threaded set I, it is achieved the connection of taper roofing board.
The preparation method of a kind of high-strength light shearing formula assembled building structural system, is used following steps: a, the nut cover of fiber concrete wallboard is inserted in pre-embedded bolt, and locked by keeper Upper gasket and nut；B, carry out the right angle of fiber concrete wallboard subsequently when connecting, the through hole of one of fiber concrete wallboard is overlapped with metal threaded on another block fiber concrete wallboard corresponding, and is connected by screw rod；When carrying out T-shaped connection, being all installed with screw rod in the adjacent through-holes of two blocks of fiber concrete wallboards on same plane, the other end of screw rod is screwed in the double layer of metal thread bush of perpendicular fiber concrete wallboard side connection；When carrying out ten types connections, it is provided with right-angle connecting plate between the adjacent through-holes of orthogonal fiber concrete wallboard, and in the through hole at right-angle connecting plate place, is installed with bolt, and by nut, right-angle connecting plate is fixed；C, fiber concrete wallboard upper side on be provided with floor, make the through hole I on floor corresponding with the metal threaded set position of the upper side of this layer of fiber concrete wallboard, and be attached by screw rod, nut；D, then pass through the nut cover bottom last layer and be connected with screw rod, repeatedly operate to reaching the number of plies needed for building；E, when install to the superiors' fiber concrete wallboard time, left and right sides arranges the fiber concrete wallboard that top is cone structure, the screw rod that set metal threaded with front and back side fiber concrete wallboard upper side is connected it is installed with in the through hole II of fiber concrete top board, it is installed with, in the through hole III of fiber concrete top board end face left and right end, the screw rod being screwed in metal threaded set II, it is installed with, in the through hole III of fiber concrete top board end face upper end, the screw rod being screwed in metal threaded set I, it is achieved the connection of taper roofing board；After f, connection Roofing slab, damage location when floating all houses fiber concrete wallboard, the horizontal joint of floor, perps, nut cover, metal threaded set and transporting and hoisting, major project all completes.
Present configuration is reasonable in design reliably, integrate foundry engieering, Tool and Die Technology, industry mounting technology, screw and nut is utilized to be assembled into assembled building variously-shaped, various levels of, energy-conserving and environment-protective, and repeatable utilization, do not result in secondary pollution, effectively raise quality and comfort level and practical degree simultaneously, there is simple in construction, the easy to operate and advantage of remarkable in economical benefits.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the test schematic diagram of Fig. 1；
Fig. 3 is the schematic top plan view of Fig. 1；
Fig. 4 is the enlarged diagram of A in Fig. 1；
Fig. 5 is the enlarged diagram of B in Fig. 3；
Fig. 6 is the enlarged diagram of C in Fig. 3；
Fig. 7 is the enlarged diagram of D in Fig. 3；
Fig. 8 is the enlarged diagram of E in Fig. 1；
Fig. 9 is the enlarged diagram of F in Fig. 2；
Figure 10 is the enlarged diagram of G in Fig. 2；
Figure 11 is the enlarged diagram of H in Fig. 2；
Figure 12 is the structural representation of fiber concrete wallboard in Fig. 1；
Figure 13 is the schematic side view of Figure 12.
In figure: 1-pre-embedded bolt, 2-concrete foundation beam, 3-fiber concrete wallboard, 4-floor, 5-roofing board, 6-steel bar girder, 7-light thermal-insulation block, 8-through hole, 9-nut cover, 10-screw via, 11-keeper, the metal threaded set of 12-, 13-through hole I, 14-fiber concrete top board, 15-through hole II, 16-through hole III, the metal threaded set of 17-I, the metal threaded set of 18-II.
Detailed description of the invention
A kind of high-strength light shearing formula assembled building structural system, including the concrete foundation beam 2 being provided with pre-embedded bolt 1, it is distributed up and down and same layer interconnective fiber concrete wallboard 3 if concrete foundation beam 2 upper end is provided with dried layer, being provided with the floor 4 being connected with both between adjacent two layers fiber concrete wallboard 3, the superiors' fiber concrete wallboard 3 upper end connects roofing board 5；
It is provided with steel bar girder 6 in fiber concrete wallboard 3 and some is generally aligned in the same plane and light thermal-insulation block 7 spaced apart, the end face surrounding of fiber concrete wallboard 3 is uniform has some through holes 8, fiber concrete wallboard 3 downside is provided with nut cover 9, the lower surface of nut cover 9 has screw via 10, the side of nut cover 9 has keeper 11, and other sides of fiber concrete wallboard 3 are uniform has some fixing with the steel bar girder 6 and metal threaded set 12 of two-layer distribution；
The end face surrounding of floor 4 has the through hole I 13 that set 12 position metal threaded with on the upside of fiber concrete wallboard 3 is corresponding.
nullRoofing board 5 is that to be spliced into cross section by the fiber concrete top board 14 tilting forward and back setting be triangular form structure，And fiber concrete top board 14 end bottom all has and is vertically arranged and the through hole II 15 corresponding with fiber concrete wallboard 3 upper side metal threaded set 12 position，Other positions of fiber concrete top board 14 end face all have vertically disposed through hole III 16，And fiber concrete top board 14 upper side of rear side has the metal threaded set I 17 corresponding with fiber concrete top board 14 end top through hole III 16 position, front side，And the superiors' fiber concrete wallboard 3 top on the upside of left and right is cone structure upwardly，And have corresponding with through hole III 16 position, position, fiber concrete top board 14 end face left and right with metal threaded set II 18 on two conical surfaces of the superiors' fiber concrete wallboard 3 on the upside of left and right；
The preparation method of a kind of high-strength light shearing formula assembled building structural system, is used following steps: a, the nut cover 9 of fiber concrete wallboard 3 is inserted in pre-embedded bolt 1, and locked by keeper 11 Upper gasket and nut；B, carry out the right angle of fiber concrete wallboard 3 subsequently when connecting, the through hole 8 of one of fiber concrete wallboard 3 is corresponding with the metal threaded set 12 on another block fiber concrete wallboard 3, and connected by screw rod；When carrying out T-shaped connection, being all installed with screw rod in the adjacent through-holes 8 of two blocks of fiber concrete wallboards 3 on same plane, the other end of screw rod is screwed in the double layer of metal thread bush 12 of perpendicular fiber concrete wallboard 3 side connection；When carrying out ten types connections, it is provided with right-angle connecting plate between the adjacent through-holes 8 of orthogonal fiber concrete wallboard 3, and in the through hole 8 at right-angle connecting plate place, is installed with bolt, and by nut, right-angle connecting plate is fixed；C, fiber concrete wallboard 3 upper side on be provided with floor 4, make the through hole I 13 on floor 4 corresponding with metal threaded set 12 position of the upper side of this layer of fiber concrete wallboard 3, and be attached by screw rod, nut；D, then pass through the nut cover 9 bottom last layer and be connected with screw rod, repeatedly operate to reaching the number of plies needed for building；E, when install to the superiors' fiber concrete wallboard 3 time, left and right sides arranges the fiber concrete wallboard 3 that top is cone structure, the screw rod being connected with the front and back side fiber concrete wallboard 3 metal threaded set of upper side 12 it is installed with in the through hole II 15 of fiber concrete top board 14, it is installed with, in the through hole III 16 of fiber concrete top board 14 end face left and right end, the screw rod being screwed in metal threaded set II 18, the screw rod being screwed in metal threaded set I 17 it is installed with, it is achieved the connection of taper roofing board in the through hole III 16 of fiber concrete top board 14 end face upper end；After f, connection Roofing slab, damage location when floating all houses fiber concrete wallboard 3, the horizontal joint of floor 4, perps, nut cover 9, metal threaded set 12 and transporting and hoisting, major project all completes.
In specific implementation process, fiber concrete wallboard 3 uses glass fibre, polypropylene fibre or metallic fiber；Light thermal-insulation block 7 is pressed in a mold by all light-weight environment-friendly materials such as fire-fighting foam, wood fibre, rural area waste straw, waste paper, useless packing cases；Door, window and lighting technique code according to shearing formula building, once watering into during casting concrete, can reach the purpose of pre-buried Frame for door and window in a mold fixing in advance for the framework of door and window, makes that framework and body of wall are tight to be seamlessly combined, waterproof anticracking；Simultaneously various spools and terminal box, plug box, the switch enclosure etc. such as the most pre-buried illumination, phone, network, TV；Directly produce the dim groove in positive convex ladder type ground on mould, floor forms the dim groove in cloudy recessed ladder type ground after depanning, makes dim construction simple, levelling without cement sand oar, saving of labor, material-saving, and decreases many weight；Produce imitative ceramic tile, imitative stone material in a mold, in the recessed decorative pattern of European the moon, wallboard forms the various decorative patterns that sun is convex after depanning, is coated with exterior wall and washs and expect, has significantly dropped at the end trimming cost of exterior wall；Making viscous seam Ji with micro-swollen cement, water of coal ash between wallboard and wallboard, floor when mounted, after solidification, polishing is smooth, i.e. can get the metope that exterior wall is smooth.
Claims (3)
1. a high-strength light shearing formula assembled building structural system, including the concrete foundation beam (2) being provided with pre-embedded bolt (1), it is characterized in that: concrete foundation beam (2) is if upper end is provided with dried layer and is distributed up and down and same layer interconnective fiber concrete wallboard (3), being provided with the floor (4) being connected with both between adjacent two layers fiber concrete wallboard (3), the superiors fiber concrete wallboard (3) upper end connects roofing board (5)；
It is provided with steel bar girder (6) in fiber concrete wallboard (3) and some is generally aligned in the same plane and light thermal-insulation block (7) spaced apart, the end face surrounding of fiber concrete wallboard (3) is uniform has some through holes (8), fiber concrete wallboard (3) downside is provided with nut cover (9), the lower surface of nut cover (9) has screw via (10), the side of nut cover (9) has keeper (11), and other sides of fiber concrete wallboard (3) are uniform has some fixing with steel bar girder (6) and the metal threaded set (12) of two-layer distribution；
The end face surrounding of floor (4) has the through hole I (13) corresponding with metal threaded set (12) position, fiber concrete wallboard (3) upside.
nullA kind of high-strength light shearing formula assembled building structural system the most according to claim 1，It is characterized in that: roofing board (5) is that to be spliced into cross section by the fiber concrete top board (14) tilting forward and back setting be triangular form structure，And fiber concrete top board (14) end bottom all has and is vertically arranged and the through hole II (15) corresponding with fiber concrete wallboard (3) upper side metal threaded set (12) position，Other positions of fiber concrete top board (14) end face all have vertically disposed through hole III (16)，And fiber concrete top board (14) upper side of rear side has the metal threaded set I (17) corresponding with fiber concrete top board (14) end top through hole III (16) position, front side，And the superiors fiber concrete wallboard (3) top on the upside of left and right is cone structure upwardly，And have corresponding with through hole III (16) position, position, fiber concrete top board (14) end face left and right with metal threaded set II (18) on two conical surfaces of the superiors' fiber concrete wallboard (3) on the upside of left and right.
The preparation method of a kind of high-strength light shearing formula assembled building structural system the most according to claim 2, it is characterized in that: use following steps: a, the nut cover (9) of fiber concrete wallboard (3) is inserted in pre-embedded bolt (1), and locked by keeper (11) Upper gasket and nut；B, carry out subsequently fiber concrete wallboard (3) right angle connect time, by corresponding with the metal threaded set (12) on another block fiber concrete wallboard (3) for the through hole (8) of one of fiber concrete wallboard (3), and connected by screw rod；When carrying out T-shaped connection, being all installed with screw rod in the adjacent through-holes (8) of two pieces of fiber concrete wallboards (3) on same plane, the other end of screw rod is screwed in the double layer of metal thread bush (12) of perpendicular fiber concrete wallboard (3) side and connects；When carrying out ten types connections, it is provided with right-angle connecting plate between the adjacent through-holes (8) of orthogonal fiber concrete wallboard (3), and is installed with bolt in the through hole (8) at right-angle connecting plate place, and by nut, right-angle connecting plate is fixed；C, fiber concrete wallboard (3) upper side on be provided with floor (4), make the through hole I (13) on floor (4) corresponding with metal threaded set (12) position of the upper side of this layer of fiber concrete wallboard (3), and be attached by screw rod, nut；D, then pass through the nut cover (9) bottom last layer and be connected with screw rod, repeatedly operate to reaching the number of plies needed for building；E, when installing to the superiors fiber concrete wallboard (3), left and right sides arranges fiber concrete wallboard (3) that top is cone structure, it is installed with, in the through hole II (15) of fiber concrete top board (14), the screw rod being connected with the front and back side metal threaded set of fiber concrete wallboard (3) upper side (12), the screw rod being screwed in metal threaded set II (18) it is installed with in the through hole III (16) of fiber concrete top board (14) end face left and right end, the screw rod being screwed in metal threaded set I (17) it is installed with in the through hole III (16) of fiber concrete top board (14) end face upper end, realize the connection of taper roofing board；After f, connection Roofing slab, damage location when floating all houses fiber concrete wallboard (3), the horizontal joint of floor (4), perps, nut cover (9), metal threaded set (12) and transporting and hoisting, major project all completes.
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| CN201410663850.XA CN104389346B (en) | 2014-11-19 | 2014-11-19 | A kind of high-strength light shearing formula assembled building structural system and preparation method thereof |
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| CN201410663850.XA CN104389346B (en) | 2014-11-19 | 2014-11-19 | A kind of high-strength light shearing formula assembled building structural system and preparation method thereof |
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| CN104389346B true CN104389346B (en) | 2016-08-31 |
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| CN106400966B (en) * | 2016-11-21 | 2018-09-18 | 安徽宇辉新型建筑材料有限公司 | A kind of assembling method of prefabricated integral assembling formula movable plank house |
| CN108560761B (en) * | 2018-06-27 | 2024-06-21 | 河北慧水新材料科技发展有限公司 | Plug-in type heat preservation and insulation wall |
| CN111677168A (en) * | 2020-06-30 | 2020-09-18 | 福建华桁科技有限公司 | A structure, method and floor slab capable of forming cavity in floor slab |
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| JP2010150889A (en) * | 2008-12-26 | 2010-07-08 | Office Minami:Kk | Connection structure of non load-bearing wall and construction method for connection of the connection structure |
| CN201738600U (en) * | 2010-06-04 | 2011-02-09 | 北京万科企业有限公司 | Assembled integrated type building |
| CN102535739B (en) * | 2012-03-05 | 2014-11-26 | 沈汉杰 | Prefabricated module board body and outer wall system of curtain wall type building as well as construction method of outer wall system |
| CN102587693B (en) * | 2012-03-09 | 2013-10-23 | 沈汉杰 | Two-storey modular villa building and construction method thereof |
| CN203096731U (en) * | 2013-01-18 | 2013-07-31 | 上海中技桩业股份有限公司 | Pre-stressed hollow square pile assembly without end plate at one end |
| FR3004475B1 (en) * | 2013-04-11 | 2017-07-21 | Eco-Logis-Innovation | ASSEMBLY ELEMENT, KIT AND METHOD FOR ASSEMBLING WOOD STRUCTURE |
| CN204225270U (en) * | 2014-11-19 | 2015-03-25 | 山西奥铭科技有限公司 | A kind of high-strength light shearing formula assembled building structural system |
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