CN203821596U - Assembled house system built by prefabricated slabs - Google Patents

Assembled house system built by prefabricated slabs Download PDF

Info

Publication number
CN203821596U
CN203821596U CN201420194471.6U CN201420194471U CN203821596U CN 203821596 U CN203821596 U CN 203821596U CN 201420194471 U CN201420194471 U CN 201420194471U CN 203821596 U CN203821596 U CN 203821596U
Authority
CN
China
Prior art keywords
plate
column
timber
built
roof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn - After Issue
Application number
CN201420194471.6U
Other languages
Chinese (zh)
Inventor
张建忠
Original Assignee
张建忠
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 张建忠 filed Critical 张建忠
Priority to CN201420194471.6U priority Critical patent/CN203821596U/en
Application granted granted Critical
Publication of CN203821596U publication Critical patent/CN203821596U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses an assembled house system built by prefabricated slabs. The house system comprises a roof part and a wall body part, wherein the roof part comprises roof frames, pull belts, purlins, a roof ridge and an oblique ridge; the roof frames are vertically arranged in parallel; the two crisscrossed pull belts are symmetrically arranged on the two sides of the roof ridge, one end of each pull belt is connected to the top of the oblique ridge, and the other end of the pull belt is connected to the outer end part of the truss lower chord of each roof frame; the pull belt comprises a bottom plate II, a vertical plate and an oblique pull plate; the purlins are arranged in parallel, and the upper end of each purlin is connected to the oblique ridge; an external plate fixing seat is fixedly connected with the upper surface of the purlin through self-tapping screws, and an external plate is buckled on the external plate fixing seat through a convex rib structure comprising a male rib and a female rib; the wall body part comprises a wall body formed by assembling the prefabricated slabs and vertical columns, a load bearing wall comprises load bearing prefabricated slabs and vertical columns, and each prefabricated slab comprises preinstalled door and window and water and electricity channel. The house system has the advantages of convenience and quickness for assembling, reliable structural strength and high integration level.

Description

The prefabricated building system being built by precast plate
Technical field
The utility model relates to building field, relates in particular to a kind of prefabricated building system being built by precast plate.
Background technology
Along with the quickening of social modernization's construction process, various modern architectures continue to bring out, and a class is the fixed building system of cement concrete pavement member, and another kind of is the low layer light gauge cold-formed steel shape building construction that assembling builds, in Development of China's Urbanization, the frequent planning of removing has brought new problem to building construction, especially the region such as combination area of city and country, urgently building new house, but worry in the selection of transformation removal in the recent period, traditional cement concrete pavement building system is because removal difficulty is large, after removal, can bring a series of wasting of resources and environment pollution, be difficult to meet this demand, a kind of easy accessibility of market in urgent need, the reliable prefabricated building system of structural strength, but the mounting structure degree of integration that the house that assembling builds at present provides is not high, need on-the-spot carry out a large amount of assemblings and installation work, therefore service efficiency is subject to certain restrictions.And a lot of low-rise building building systems of assembling fast that exist on market, as color steel room, because material and structural limitations can only be applicable to temporary building, can not meet the requirement of permanent use.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated building system being built by precast plate, and it has easy to assembly quick, the reliable and high advantage of integrated level of structural strength.
It comprises roof parts and wall part;
Described roof parts comprises roof framework, drawstring, purlin, ridge and hip; The vertical parallel arranged of several roof frameworks, roof framework comprises pricncipal rafter, truss lower chord and web member; Between adjacent truss lower chord, be connected with connecting rod, on pricncipal rafter, be evenly placed with several holders, two pricncipal rafters and truss lower chord form respectively two limits and a base of triangle frame structure, the two ends of web member are connected on pricncipal rafter and truss lower chord by location structure screw respectively, and roof framework is divided into several triangle frame unit;
The bilateral symmetry of described ridge is placed with the drawstring of two right-angled intersections, and one end of drawstring is connected to the top of hip, and the other end is connected to the outer end of truss lower chord; Drawstring is by base plate II, and vertical plate and oblique pull plate form, and is arranged with the vertical plate of several perpendicular connections on base plate II; It is upper that the lower end of two parallel oblique pull plates is all connected to base plate II, and upper end connects the top of hip, the middle part vertical connecting plate of oblique pull plate;
Several purlins are parallel arranges, and its upper end is connected on hip; The upper surface of purlin is fixed with outside plate holder by tapping screw, and outside plate is buckled on outside plate holder by the salient rib structure consisting of male rib and female rib;
Described wall part comprises load bearing wall and the non-bearing wall consisting of precast plate and column, and described load bearing wall comprises load-bearing precast plate and column, and described non-bearing wall comprises column and door and window precast plate.
The truss lower chord of described roof framework is connected on the back timber at load bearing wall top by three-dimensional connector; The back timber at non-bearing wall top is for supporting the connecting rod between adjacent truss lower chord.
Preferably: the two ends of described outside plate are respectively male rib and female rib, several outside plates are connected by the fastening of male rib and female rib.
Described holder is by self-drilling connection roofing slab, and the part that tapping screw is positioned at roofing slab is provided with packing, at tapping screw and roofing slab contact position, is provided with fluid sealant.
The bottom of described pricncipal rafter connects gripper shoe, and the lower end of gripper shoe is riveted on one end of base plate I, and the other end of base plate I is connected on body of wall.
On described pricncipal rafter, be also provided with roofing support bar.
The bottom of described column is fixed on ground by chemical anchor bolts, and column is connected with precast plate by keel, and described keel are U font keel or C font keel.
Described load-bearing precast plate comprises side column, back timber, base plate III, cross reinforcing and vertical strengthening ribs; Back timber is connected to the top of two side columns, base plate III is connected to the bottom of two side columns, the two ends of cross reinforcing are connected on two side columns, and the two ends of vertical strengthening ribs are connected to back timber and base plate III is upper, and the correspondence position of back timber and base plate III is provided with access opening; In the rectangular area that side column, back timber and base plate III form, be filled with heat insulating material.
Described door and window precast plate comprises side column, back timber, compound beam and architrave; The two ends of back timber are connected to the top of two vertical side columns; Compound beam is positioned at the below of back timber, and the two ends of compound beam are by self-drilling connection on side column, and the upside of the junction of compound beam and side column and downside are respectively equipped with strengthens short column and angle iron connecting piece; Architrave is positioned at the below of compound beam, and the two ends of architrave are by self-drilling connection on side column, and the upside of the junction of architrave and side column and downside are respectively equipped with angle iron connecting piece and strengthen short column; Described door and window precast plate is also provided with water power passage
The cross section of described compound beam and architrave is U character form structure, and the opening direction of compound beam and architrave is opposing or relative.
Between described precast plate, by keel, be connected, described keel are U font keel or C font keel.
The beneficial effects of the utility model are: the utility model is the integrated whole assembled architecture of a kind of height, it comprises two large modules, be roof parts module and wall part module, roof and body of wall are fabricated design, the section bar of take be to build the roof of body and body of wall that the precast plate of take is main body, and to be assembled into a structural strength high, the building system of highly integrated and assembling quickness and high efficiency; Not only be beneficial to the transportation of building block, also greatly reduce the difficulty of site operation, fabricated design can be assembled into various high-intensity buildings according to site contour, and the operability of building compliance and assembling is greatly improved.
Accompanying drawing explanation
Fig. 1 is structure top view of the present utility model.
Fig. 2 is the cross section structure figure of the A-A in the utility model Fig. 1.
Fig. 3 is the johning knot composition of column and ground.
Fig. 4 is between precast plate and the johning knot composition of precast plate and column.
Fig. 5 is the structure enlarged drawing at A place in Fig. 4.
Fig. 6 is the structural representation of U font keel.
Fig. 7 is the structural representation of C font keel.
Fig. 8 is the structural representation of door and window precast plate.
Fig. 9 is the structural representation of drawstring.
Figure 10 is the syndeton schematic diagram of roof framework and load bearing wall.
Figure 11 is the syndeton schematic diagram of roofing support bar and pricncipal rafter.
Figure 12 is the syndeton schematic diagram of roofing slab and pricncipal rafter.
Figure 13 is the syndeton schematic diagram of purlin and outside plate.
Figure 14 is the male rib of outside plate and the structural representation of female rib.
Figure 15 is the syndeton schematic diagram of non-bearing wall and roof framework.
Figure 16 is the structural representation of load-bearing precast plate.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described further.
As depicted in figs. 1 and 2, it comprises roof parts and wall part;
Described roof parts comprises roof framework 13, drawstring 11, purlin 9, ridge 12 and hip 10; The vertical parallel arranged of several roof frameworks 13, roof framework 13 comprises pricncipal rafter 7, truss lower chord 4 and web member 5, between adjacent truss lower chord 4, be connected with connecting rod 37, on pricncipal rafter 7, be evenly placed with several holders 6, two pricncipal rafters 7 and truss lower chord 4 form respectively two limits and a base of triangle frame structure, the two ends of web member 5 are connected on pricncipal rafter 7 and truss lower chord 4 by location structure screw 8 respectively, and roof framework 13 is divided into several triangle frame unit;
The bilateral symmetry of described ridge 12 is placed with the drawstring 11 of two right-angled intersections, one end of drawstring 11 is connected to the top of hip 10, the other end is connected to the outer end of truss lower chord 4, as shown in Figure 9, drawstring 11 is by base plate II27, vertical plate 26 and oblique pull plate 25 form, and are arranged with the vertical plate 26 of several perpendicular connections on base plate II27; It is upper that the lower end of two parallel oblique pull plates 25 is all connected to base plate II27, and upper end connects the top of hip 10, the middle part vertical connecting plate 26 of oblique pull plate 25;
Several purlins 9 walk abreast and arrange, and its upper end is connected on hip 10; As shown in figure 13, the upper surface of purlin 9 is fixed with outside plate holder 33 by tapping screw, and outside plate 36 is buckled on outside plate holder 33 by the salient rib structure consisting of male rib 35 and female rib 34;
As shown in Figure 4, described wall part comprises load bearing wall and the non-bearing wall consisting of precast plate and column 18, and described load bearing wall comprises load-bearing precast plate and column 18, and described non-bearing wall comprises column 18 and door and window precast plate.
As shown in figure 10, the truss lower chord 4 of described roof framework 13 is connected on the back timber 19 at load bearing wall 29 tops by three-dimensional connector 28; As shown in figure 15, the back timber 19 at non-bearing wall 38 tops is for supporting the connecting rod 37 between adjacent truss lower chord 4.
Preferably: as shown in figure 14, the two ends of described outside plate 36 are respectively male rib 35 and female rib 34, several outside plates 36 are connected with the fastening of female rib 34 by male rib 35.
As shown in figure 12, described holder 6 is by tapping screw 31 connecting roof plates 32, and the part that tapping screw 31 is positioned at roofing slab 32 is provided with packing, in tapping screw 31 and roofing slab 32 contact positions, is provided with fluid sealant.
As shown in Figure 2, the bottom of described pricncipal rafter 7 connects gripper shoe 3, and the lower end of gripper shoe 3 is riveted on one end of base plate I2, and the other end of base plate I2 is connected on body of wall 1.As shown in figure 11, on described pricncipal rafter 7, be also provided with roofing support bar 30.
As shown in Figure 3 and Figure 4, the bottom of described column 15 is fixed on ground by chemical anchor bolts 14, and column 15 is connected with precast plate 16 by keel 17, and described keel 17 are U font keel or C font keel.
As shown in figure 16, described load-bearing precast plate comprises side column 24, back timber 19, base plate III42, cross reinforcing 41 and vertical strengthening ribs 40; Back timber 19 is connected to the top of two side columns 24, base plate III42 is connected to the bottom of two side columns 24, the two ends of cross reinforcing 41 are connected on two side columns 24, the two ends of vertical strengthening ribs 40 are connected to back timber 19 and base plate III42 is upper, and the correspondence position of back timber 19 and base plate III42 is provided with access opening 39; In the rectangular area that side column 24, back timber 19 and base plate III42 form, be filled with heat insulating material.
As shown in Figure 8, described door and window precast plate comprises side column 24, back timber 19, compound beam 21 and architrave 22; The two ends of back timber 19 are connected to the top of two vertical side columns 24; Compound beam 21 is positioned at the below of back timber 19, and the two ends of compound beam 21 are by self-drilling connection on side column 24, and the upside of the junction of compound beam 21 and side column 24 and downside are respectively equipped with strengthens short column 20 and angle iron connecting piece 23; Architrave 22 is positioned at the below of compound beam 21, and the two ends of architrave 22 are by self-drilling connection on side column 24, and the upside of the junction of architrave 22 and side column 24 and downside are respectively equipped with angle iron connecting piece 23 and strengthen short column 22; The cross section of described compound beam 21 and architrave 22 is U character form structure, and the opening direction of compound beam 21 and architrave 22 is opposing or relative; Described door and window precast plate is also provided with water power passage.
As shown in Figure 4, Figure 5, Figure 6 and Figure 7, between described precast plate 16, by keel 17, be connected, described keel 17 are U font keel or C font keel.
When assembling, first by chemical anchor bolts 14, column 15 is fixed on ground, number and distance according to the general layout in house and size concrete arrangement column 15, then connect by load-bearing precast plate and door and window precast plate, forms wall part; Roof framework 13 is finally installed on body of wall, and then lay drawstring 11, purlin 9, ridge 12 and hip 10, and after main house body framework completes, on-the-spot processing outside plate and roofing slab, so just greatly improve the efficiency of assembling, also guaranteed the structural strength in house.
The purpose of this utility model is to provide a kind of prefabricated building and builds system.It is by very big improvement, to form on the basis of light gauge cold-formed steel shape structural system.By research < < standard low layer light gauge cold-formed steel shape building construction technology rules > >, can determine that the utility model can reach 50 years service life, the application is when implementing, body of wall is made to precast plate according to certain modulus, and basic module is 1220*h.Why width selects 1220, is that as OSB plate, cement fibrolite plate, gypsum plank etc. is all these width because of current most sheet material.Sheet material is directly connected and adopts a combination column with sheet material.

Claims (10)

1. the prefabricated building system being built by precast plate, is characterized in that: it comprises roof parts and wall part;
Described roof parts comprises roof framework, drawstring, purlin, ridge and hip; The vertical parallel arranged of several roof frameworks, roof framework comprises pricncipal rafter, truss lower chord and web member; Between adjacent truss lower chord, be connected with connecting rod, on pricncipal rafter, be evenly placed with several holders, two pricncipal rafters and truss lower chord form respectively two limits and a base of triangle frame structure, the two ends of web member are connected on pricncipal rafter and truss lower chord by location structure screw respectively, and roof framework is divided into several triangle frame unit;
The bilateral symmetry of described ridge is placed with the drawstring of two right-angled intersections, and one end of drawstring is connected to the top of hip, and the other end is connected to the outer end of truss lower chord; Drawstring is by base plate II, and vertical plate and oblique pull plate form, and is arranged with the vertical plate of several perpendicular connections on base plate II; It is upper that the lower end of two parallel oblique pull plates is all connected to base plate II, and upper end connects the top of hip, the middle part vertical connecting plate of oblique pull plate;
Several purlins are parallel arranges, and its upper end is connected on hip; The upper surface of purlin is fixed with outside plate holder by tapping screw, and outside plate is buckled on outside plate holder by the salient rib structure consisting of male rib and female rib;
Described wall part comprises load bearing wall and the non-bearing wall consisting of precast plate and column, and described load bearing wall comprises load-bearing precast plate and column, and described non-bearing wall comprises column and door and window precast plate;
The truss lower chord of described roof framework is connected on the back timber at load bearing wall top by three-dimensional connector; The back timber at non-bearing wall top is for supporting the connecting rod between adjacent truss lower chord.
2. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, the two ends of described outside plate are respectively male rib and female rib, and several outside plates are connected by the fastening of male rib and female rib.
3. the prefabricated building system being built by precast plate as claimed in claim 1, it is characterized in that, described holder is by self-drilling connection roofing slab, and the part that tapping screw is positioned at roofing slab is provided with packing, at tapping screw and roofing slab contact position, is provided with fluid sealant.
4. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, the bottom of described pricncipal rafter connects gripper shoe, and the lower end of gripper shoe is riveted on one end of base plate I, and the other end of base plate I is connected on body of wall.
5. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, is also provided with roofing support bar on described pricncipal rafter.
6. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, the bottom of described column is fixed on ground by chemical anchor bolts, and column is connected with precast plate by keel, between precast plate, also by keel, is connected.
7. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, described load-bearing precast plate comprises side column, back timber, base plate III, cross reinforcing and vertical strengthening ribs; Back timber is connected to the top of two side columns, base plate III is connected to the bottom of two side columns, the two ends of cross reinforcing are connected on two side columns, and the two ends of vertical strengthening ribs are connected to back timber and base plate III is upper, and the correspondence position of back timber and base plate III is provided with access opening; In the rectangular area that side column, back timber and base plate III form, be filled with heat insulating material.
8. the prefabricated building system being built by precast plate as claimed in claim 1, is characterized in that, described door and window precast plate comprises side column, back timber, compound beam and architrave; The two ends of back timber are connected to the top of two vertical side columns; Compound beam is positioned at the below of back timber, and the two ends of compound beam are by self-drilling connection on side column, and the upside of the junction of compound beam and side column and downside are respectively equipped with strengthens short column and angle iron connecting piece; Architrave is positioned at the below of compound beam, and the two ends of architrave are by self-drilling connection on side column, and the upside of the junction of architrave and side column and downside are respectively equipped with angle iron connecting piece and strengthen short column; Described door and window precast plate is also provided with water power passage.
9. the prefabricated building system being built by precast plate as claimed in claim 8, is characterized in that, the cross section of described compound beam and architrave is U character form structure, and the opening direction of compound beam and architrave is opposing or relative.
10. the prefabricated building system being built by precast plate as claimed in claim 6, is characterized in that, described keel are U font keel or C font keel.
CN201420194471.6U 2014-04-21 2014-04-21 Assembled house system built by prefabricated slabs Withdrawn - After Issue CN203821596U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420194471.6U CN203821596U (en) 2014-04-21 2014-04-21 Assembled house system built by prefabricated slabs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420194471.6U CN203821596U (en) 2014-04-21 2014-04-21 Assembled house system built by prefabricated slabs

Publications (1)

Publication Number Publication Date
CN203821596U true CN203821596U (en) 2014-09-10

Family

ID=51477111

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420194471.6U Withdrawn - After Issue CN203821596U (en) 2014-04-21 2014-04-21 Assembled house system built by prefabricated slabs

Country Status (1)

Country Link
CN (1) CN203821596U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103912063A (en) * 2014-04-21 2014-07-09 张建忠 Assembled building system constructed by fabricated plates
CN105297907A (en) * 2015-10-20 2016-02-03 浙江乔兴建设集团有限公司 Supporting and fixation structure of removable board room roof
CN106121034A (en) * 2016-08-12 2016-11-16 长沙远大住宅工业集团股份有限公司 A kind of overlapping assembled integral basement without the solid floor system of beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103912063A (en) * 2014-04-21 2014-07-09 张建忠 Assembled building system constructed by fabricated plates
CN105297907A (en) * 2015-10-20 2016-02-03 浙江乔兴建设集团有限公司 Supporting and fixation structure of removable board room roof
CN105297907B (en) * 2015-10-20 2018-04-13 浙江乔兴建设集团有限公司 A kind of movable plank house roof support fixed structure
CN106121034A (en) * 2016-08-12 2016-11-16 长沙远大住宅工业集团股份有限公司 A kind of overlapping assembled integral basement without the solid floor system of beam

Similar Documents

Publication Publication Date Title
CN103912063B (en) The prefabricated building system built by precast plate
CN205637106U (en) Building structure system of completely assembling formula steel construction
CN204960416U (en) Assembly type structure of transformer substation thing based on modularization combination technique
CN203821596U (en) Assembled house system built by prefabricated slabs
CN205444458U (en) Integrated assembled steel construction building
CN203080965U (en) Intelligent steel structure anti-seismic villa
CN207277570U (en) A kind of assembled steel plate concrete combined shear wall concave-convex piecing connection structure
CN204753811U (en) Green light steel prefabricated buildings are built in letter
CN206752676U (en) Assembled architecture agent structure
CN203891258U (en) Built-in steel-plate shear wall steel structure system of assembly type steel-pipe concrete combination column frame
CN202430876U (en) Floor system with structure of steel and concrete precast slabs
CN103669574A (en) Building frame system and assembly method thereof
CN205986728U (en) Large -scale roof boarding photovoltaic support
CN100422468C (en) Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure
CN201972417U (en) Lightweight wood structure roof system
CN203361431U (en) Steel bar connection structure for prefabricated parapet wall
CN203160530U (en) Ribbed reinforced concrete prefabricated part
CN2923870Y (en) Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing
CN207277614U (en) A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure
CN207314916U (en) One kind lives people&#39;s container
CN206616695U (en) A kind of concrete panel and girt strip floor dry type connecting node
CN202117166U (en) Shape steel gypsum combined type building structure
CN102146702B (en) Profile steel gypsum combined building structure
CN201810005U (en) Simple steel structure car parking shed
CN203603263U (en) Fabricated connecting structure of cross-shaped superposed beam and wall panels

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C25 Abandonment of patent right or utility model to avoid double patenting
AV01 Patent right actively abandoned

Granted publication date: 20140910

Effective date of abandoning: 20160406