CN200975025Y - Wood joist house structural - Google Patents

Wood joist house structural Download PDF

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Publication number
CN200975025Y
CN200975025Y CN 200620148423 CN200620148423U CN200975025Y CN 200975025 Y CN200975025 Y CN 200975025Y CN 200620148423 CN200620148423 CN 200620148423 CN 200620148423 U CN200620148423 U CN 200620148423U CN 200975025 Y CN200975025 Y CN 200975025Y
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CN
China
Prior art keywords
wall
wall skeleton
keel
mentioned
roof
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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.)
Expired - Fee Related
Application number
CN 200620148423
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Chinese (zh)
Inventor
陈俊菁
陈小明
Original Assignee
陈俊菁
陈小明
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Application filed by 陈俊菁, 陈小明 filed Critical 陈俊菁
Priority to CN 200620148423 priority Critical patent/CN200975025Y/en
Application granted granted Critical
Publication of CN200975025Y publication Critical patent/CN200975025Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model is a wooden keel house structure, belongs to the wooden structure building and solves problems that the current wooden buildings have poor integrity and weak horizontal load preventing capacity. The wooden keel house structure includes a wall framework and a roof truss. The wall framework is a frame structure which is formed from a plurality of vertical keels, top and bottom horizontal keels in parallel and spread separately; a plurality of wall frameworks enclose a house wall structure, wherein, at least one wall framework is provided with a door hole structure and a window hole structure; the roof truss is positioned on the wall framework. Adopting the unified standard wooden keel components, the woods used to make the wooden keel house structure is about 25 percent less than that used for the traditional wooden structure buildings, so that the building cost is 200 yuan per square meters lower; in addition, the utility model has quite stable integrity and strong horizontal load preventing capacity; and the building space utility rate is high.

Description

The rough ground building structure
Technical field
The utility model relates to a kind of timber buildings, especially a kind of self-supporting lightweight rough ground building structure.
Background technology
Existing wooden frame structure mainly includes timber beam, wooden post, and its beam column connects to constitute the support system in whole house by the chase mortise combination, supports floor and roof structure by this support system again.This building structure has bigger limitation, generally is applied to large-scale archaized architecture such as booth institute etc.; Its construction period is longer, and various beam columns all should be handled according to its designing requirement processing, can not use unified standard component; Its material selection standard height because depend merely on only several posts, beam supports whole load, its requirement of strength is higher, correspondingly must select the timber of certain size for use; Consumption of wood is higher, wastes more seriously, and scantling is bigger, all should adopt raw material processing; Its resistance to overturning is relatively poor, is guaranteeing that materials are more under its resistance to overturning prerequisite, and investment is big; Anti-horizontal loading ability is relatively poor, and its horizontal loading is born by post, has both made larger-size wooden post, and its anti-horizontal loading ability is also very limited.
Summary of the invention
The utility model mainly solves technical problems such as existing poor, the anti-horizontal loading ability of the existing resistance to overturning of timber buildings is weak, correspondingly provide a kind of can rapid construction, rough ground building structure that good, the anti-horizontal loading ability of resistance to overturning is strong.
Rough ground building structure of the present utility model includes wall skeleton, roof truss, and this wall skeleton is the frame construction that horizontal keel constituted by vertical keel, top and the bottom of the many parallel distributions of being separated by; A plurality of wall skeletons surround the house wall structure, have the door opening structure at least in a face wall skeleton; At least in an above-mentioned face wall skeleton, has the window opening structure; Described roof truss is located on the wall skeleton.
Described bottom wall skeleton is located on the basic grade beam in house, and this basis grade beam is fixed on the reinforced concrete foundation by the stone bolt that is embedded in the reinforced concrete foundation.
The described house wall structure that is surrounded by the wall skeleton is two layers or more, it further includes grid building frame, this grid building is erected on the wall skeleton of its lower floor, and its upper walls skeleton is located on the grid building frame, and the periphery of this grid building frame has the interlayer keel.
Has wall covering inside and outside the described wall skeleton; Be equipped with floor plate on the above-mentioned grid building frame, constitute the floor face; Above-mentioned a plurality of roof trusses are separated by side by side and are arranged on the wall skeleton, set up a plurality of link rods each other and constitute roof structure, are equipped with roofing on roof structure.
Rough ground building structure of the present utility model is owing to adopt the wooden keel of unified standard to constitute the wall cage construction, used keel size is less, and selection is simple, economizes with material, consumption of wood is lacked about 25% than traditional timber buildings, can reduce by 200 yuan/square metre of building costss; Each keel piece standardization helps producing, processing, and construction period is shortened in the member precision machining; Owing to adopt many vertical keel to be arranged side by side, help improving its resistance to overturning and anti-horizontal loading ability, and its good seismic performance; Adopt unified standard component, the assembling simple and fast; Format structures such as wall skeleton, grid building frame help laying laying of heat preserving and insulating material and pipeline; Each scantling is less, and it is little to take up room, architectural space effective rate of utilization height.
The drawing explanation
Fig. 1 is a side schematic view of the present utility model;
Fig. 2 is the wall skeleton schematic diagram (front) in the utility model;
Fig. 3 is a floor map of the present utility model;
Fig. 4 is the structure chart of node 1 among Fig. 2;
Fig. 5 installs the body of wall partial schematic diagram behind the wall covering inside and outside being;
Fig. 6 is the mounting structure schematic diagram of grid building frame;
Fig. 7 is the structural representation between bottom wall skeleton, basic grade beam, the basis, wherein
Figure a is the foundation floor map, and figure b is the structural representation between basic grade beam and basis;
Figure c is the syndeton schematic diagram between basic grade beam and wall skeleton;
Fig. 8 is layer top truss structure and accessory schematic diagram, and wherein scheming a is the truss front view, and figure b is for constituting the johning knot composition between each bar of truss, and figure c is a connector front view between each bar of truss, and figure d is the top view of figure c.
The specific embodiment
Referring to Fig. 1~3, rough ground building structure of the present utility model includes wall skeleton 1, roof truss 2.This wall skeleton 1 is by many parallel vertical keel 11 and the horizontal keel 12 of top and bottom and the frame constructions that 12` is constituted of being separated by and distributing, and can lay heat preserving and insulating material in framework or lays the line etc.; Fixedly connected between each keel by connector such as iron nail, also can adopt the mode of joggle to connect, below between each part as all adopting similar type of attachment between the keel, between the door aperture and between frame and the keel or the like.Vertical keel 11 are encrypted at stressed bigger location-appropriate according to actual mode of occupation setting, generally adopt the spacing of 600mm to be provided with; Many vertical keel are set to constitute corner (referring to Fig. 3) at the place, corner of wall skeleton; The horizontal keel 12` of the horizontal keel 12 on top and bottom also can be by two or many overlapping the forming of identical keel, and is to satisfy its requirement of strength, stressed to transmit it equably.A plurality of wall skeletons surround the house wall structure, and shown in the figure, the house that is surrounded is a rectangle, also can be polygon or other shape.At least in a face wall skeleton, has door opening structure 3; At least in an above-mentioned face wall skeleton, has window opening structure 4; Described roof truss 2 is located on the wall skeleton 1.Above-mentioned horizontal keel, vertically keel, and side frame and horizontal frame all adopt the standard keel, are 40 * 90mm standard keel as the cross section.
Referring to Fig. 2, Fig. 3 and Fig. 4, described door opening structure 3 includes the horizontal frame 32 on two side frames 31 and top, this side frame 31 is near the vertical keel 11 of wall skeleton, described horizontal frame 32 is to be made of four identical keel, two keel level settings up and down, middle two keel are edge-on in up and down between two keel, and its appearance is to flat (shown in Figure 4).Equally, the horizontal frame in top of the window opening structure of the following stated also can adopt same structure, with its force request that guarantees.Described window opening structure 4 is similar to the door opening structure, includes two side frames 41, upper transverse frame 42 and lower transverse frame 43.This side frame, upper transverse frame and lower transverse frame also are to adopt above-mentioned standard keel.
Referring to Fig. 5, has wall covering 13 inside and outside the described wall skeleton.As the thick light heat insulation materials such as gypsum plank of 12mm, this wall covering can adopt and hang mounting structure etc. and install to form metope.
Referring to Fig. 6, the above-mentioned house wall structure that is surrounded by the wall skeleton is two layers or more, it further includes grid building frame 5, this grid building is erected on the horizontal keel in wall skeleton top of its lower floor, the horizontal keel in the bottom of its upper walls skeleton are located on the grid building frame, can further connect by connector between them.The periphery of this grid building frame 5 has interlayer keel 51, and the height of these interlayer keel is consistent with grid building frame and be connected with grid building frame by connector.Described grid building frame is to intersect the planar format framework of setting up in length and breadth by each root keel, lay floor plate thereon and constitute the floor face, can lay sound insulation, heat-barrier material in its grid or lay the line etc., this technology can adopt existing wooden building structure, does not add explanation at this.
Referring to Fig. 7, described bottom wall skeleton is located on the basic grade beam 6 in house, and this basis grade beam also can adopt above-mentioned standard keel, and it is fixed on the reinforced concrete foundation 7 by the stone bolt 8 that is embedded in the reinforced concrete foundation 7.In order to guarantee its requirement of strength, this basis grade beam adopts above-mentioned standard keel, as shown in FIG..The horizontal keel 12` in bottom in the bottom wall skeleton is double as basis grade beam simultaneously, and its vertical keel 11 are fixed on the horizontal keel in bottom by connectors such as iron nails, by pre-buried stone bolt 8 the horizontal keel of basic grade beam 7 and bottom are fixed together again.
Above-mentioned each part all adopts wooden workpiece as keel, doorframe and window frame and roof truss spare, all can adopt unified standard component to assemble fast except that truss member.
Referring to Fig. 8, described roof truss 2 is made of horizon bar 21, brace 22, diagonal member 23 and vertical pull bar 24, and each bar connection (as between horizon bar and the brace, between horizon bar and vertical pull bar and diagonal member, between diagonal member and brace) is fixedly connected by being connected steel plate 25.Have a plurality of punching press nails on this connection steel plate.A plurality of roof trusses 2 are separated by side by side and are arranged on the wall skeleton, set up a plurality of link rods each other and constitute roof structure, lay roofing on roof structure, as formation roofs such as asbestos shingles.

Claims (6)

1, rough ground building structure, include wall skeleton (1), roof truss (2), it is characterized in that: this wall skeleton (1) is the frame construction that the horizontal keel (12`) by many parallel the be separated by vertical keel (11), the horizontal keel in top (12) and the bottoms that distribute are constituted; A plurality of wall skeletons surround the house wall structure, have door opening structure (3) at least in a face wall skeleton; At least in an above-mentioned face wall skeleton, has window opening structure (4); Described roof truss (2) is located on the wall skeleton.
2, rough ground building structure according to claim 1, it is characterized in that: described bottom wall skeleton is located on the basic grade beam (6) in house, and this basis grade beam is fixed on the reinforced concrete foundation (7) by the stone bolt (8) that is embedded in the reinforced concrete foundation (7).
3, rough ground building structure according to claim 1 and 2, it is characterized in that: the above-mentioned house wall structure that is surrounded by the wall skeleton is two layers or more, it further includes grid building frame (5), this grid building is erected on the wall skeleton of its lower floor, its upper walls skeleton is located on the grid building frame, and the periphery of this grid building frame (5) has interlayer keel (51).
4, rough ground building structure according to claim 3, it is characterized in that: described roof truss (2) is made of horizon bar (21), brace (22), diagonal member (23) and vertical pull bar (24), and each bar connection is fixedly connected by connecting steel plate (25).
5, rough ground building structure according to claim 3 is characterized in that: have wall covering (13) inside and outside the above-mentioned wall skeleton; Be equipped with floor plate on the above-mentioned grid building frame, constitute the floor face; Above-mentioned a plurality of roof trusses (2) are separated by side by side and are arranged on the wall skeleton, set up a plurality of link rods each other and constitute roof structure, are equipped with roofing on roof structure.
6, rough ground building structure according to claim 4 is characterized in that: have wall covering (13) inside and outside the above-mentioned wall skeleton; Be equipped with floor plate on the above-mentioned grid building frame, constitute the floor face; Above-mentioned a plurality of roof trusses (2) are separated by side by side and are arranged on the wall skeleton, set up a plurality of link rods each other and constitute roof structure, are equipped with roofing on roof structure.
CN 200620148423 2006-10-26 2006-10-26 Wood joist house structural Expired - Fee Related CN200975025Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620148423 CN200975025Y (en) 2006-10-26 2006-10-26 Wood joist house structural

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620148423 CN200975025Y (en) 2006-10-26 2006-10-26 Wood joist house structural

Publications (1)

Publication Number Publication Date
CN200975025Y true CN200975025Y (en) 2007-11-14

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ID=38901313

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200620148423 Expired - Fee Related CN200975025Y (en) 2006-10-26 2006-10-26 Wood joist house structural

Country Status (1)

Country Link
CN (1) CN200975025Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102245842A (en) * 2008-12-08 2011-11-16 株式会社Act Wooden frame structure and frame panel used for the same
CN102979234A (en) * 2011-09-07 2013-03-20 德胜(苏州)洋楼有限公司 Roof for house with wooden structure
CN103397653A (en) * 2013-07-17 2013-11-20 徐子朗 Base structure of integrated housing and construction method of base structure
CN104389443A (en) * 2014-10-27 2015-03-04 成都川雅木业有限公司 Integrated wooden house and manufacturing method of integrated wooden house

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102245842A (en) * 2008-12-08 2011-11-16 株式会社Act Wooden frame structure and frame panel used for the same
CN102979234A (en) * 2011-09-07 2013-03-20 德胜(苏州)洋楼有限公司 Roof for house with wooden structure
CN103397653A (en) * 2013-07-17 2013-11-20 徐子朗 Base structure of integrated housing and construction method of base structure
CN104389443A (en) * 2014-10-27 2015-03-04 成都川雅木业有限公司 Integrated wooden house and manufacturing method of integrated wooden house

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20071114

Termination date: 20101026