CN1626748B - Construction method of house skeleton and structure thereof - Google Patents
Construction method of house skeleton and structure thereof Download PDFInfo
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- CN1626748B CN1626748B CN 200310121318 CN200310121318A CN1626748B CN 1626748 B CN1626748 B CN 1626748B CN 200310121318 CN200310121318 CN 200310121318 CN 200310121318 A CN200310121318 A CN 200310121318A CN 1626748 B CN1626748 B CN 1626748B
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Abstract
The invention relates to a building skeleton made up by using flexural beam. Said building skeleton can be directly supported on the supporting member and mounted on the most upper layer floor of said building. Said invention also provides the concrete steps of its construction method and its concrete structure.
Description
Technical field
The invention relates to the construction method and the structure thereof of the room skeleton that above the superiors of building, is provided with.
Background technology
Always, when constructing the room skeleton of buildings such as dwelling house, be members such as Web beam, joist, ridge wood, girder, rafter aloft.But, because the position of work is aloft, so have that operability is poor, a construction trouble and problem such as time-consuming.
Therefore, considered on the ground the room skeleton to be assembled in advance, utilized crane to be suspended to the roof again and install, reduced the method for work high above the ground thus.
Summary of the invention
Yet, in the city, be that building lot all is used to building in order to utilize soil, most applications fully.So, in the building site, outside the outside of the building of desire construction room skeleton, be difficult to guarantee in order to assemble the leeway of room skeleton on the ground in advance.
And; Also considered beyond building lot, the room skeleton to be assembled, be transported to the on-the-spot method of building again, still; Because the room skeleton of assembling has the planar dimension same even bigger with building, also be very difficult so utilize narrow and small street, urban that it is transported to construction site.
And, see from the viewpoint of effectively utilizing the soil, because the existence of members such as room skeleton built in beam, joist, ridge wood, girder, rafter makes the space of being taken in the room skeleton be difficult to increase, also have and can not make full use of the discontented of the interior space of room skeleton.
In view of the above problems; The objective of the invention is to; The construction method of a kind of room skeleton is provided, on the building site of building close quarters during building construction, can be at special building exterior line with the interior assembling of carrying out the room skeleton; And can reduce dangerous work high above the ground, necessary time and time when reducing construction.
Simultaneously, the structure of a kind of room skeleton is provided also, can with simple formation provide with dwelling house on the corresponding room of the roof form cage construction of constructing, and its inner space can be fully utilized.
In order to address the above problem; Like Fig. 1, Fig. 5 and shown in Figure 6; The construction method of the described room of claim 1 skeleton is characterised in that and comprises: assembling procedure; With the room skeleton 1 that is arranged on the building A the superiors with respect to the installation of the said building A orientation any angle of left-right deviation and be orientated; Make its flooring that is accommodated in the said the superiors (two floor faces) 3, and the supporting member (wallboard) 2 that is used to support said room skeleton 1 nearly all is the shape that can directly install, is installed in the flooring 3 of the said the superiors; The operation of slinging keeps the orientation of room skeleton 1 that it is sling to the height that is installed on said supporting member 2 vertically upward; The rotation operation, the installation that rotates to said supporting member 2 is orientated; And installation procedure, be installed on the said supporting member 2.
Invention according to claim 1; In said assembling procedure; Room skeleton 1 is the flooring (two floor faces) 3 that is orientated and is accommodated in the said the superiors with respect to any angle of installation orientation left-right deviation of said building A; And room skeleton 1 is the flooring 3 that is assembled in the said the superiors almost can directly be installed on the shape on the supporting member (wallboard) 2; So can on the flooring 3 of the said the superiors that can guarantee high-altitude safe property and operability, room skeleton 1 be assembled almost can directly be installed on the shape on the supporting member 2, so in this assembling procedure, can save work high above the ground.
And; In said assembling procedure; Because room skeleton 1 is assembling on the flooring 3 of the superiors; So in the building close quarters, build occasions such as building A, be difficult to guarantee that in the outside of building A this room skeleton construction method can be suitable under the situation for the operating space of assembling room skeleton 1.
And; Said room skeleton 1 can be assembled almost directly to be installed on the shape on the above-mentioned supporting member 2 in assembling procedure; In addition, be installed on needed height and orientation on the supporting member 2 slinging and rotate to move in the operation, and in installation procedure, be installed on the supporting member 2; So can reduce needed operation in 1 construction of room skeleton, reach the purpose of reduction of erection time.
Invention according to claim 2; Can obtain with claim 1 effect same in; Owing to by slightly being the central portion that first half plate body 11 that block form disposes supports said roof 20; Said Lower Half plate body 12 by the incline direction of face 21 along said roof between this first half plate body 11 and the said supporting member 2 is connected, so said roof 20 can stably be supported by room skeleton 1.
The described invention of claim 3 is characterised in that for example as shown in Figure 3, in the construction method of the described room of claim 2 skeleton, the part of said first half plate body 11 and said Lower Half plate body 12 are to be made up of 10 of integrally formed bent beams.
Invention according to claim 3; Can obtain with claim 2 effect same in; Because a part and the said Lower Half plate body 12 of said first half plate body 11 are to be made up of 10 of integrally formed bent beams; So, can easy and firmly assemble said room skeleton 1 through the mutual combination of this bent beam 10.
And; Because a part and the said Lower Half plate body 12 of said first half plate body 11 are to be made up of 10 of integrally formed bent beams; So can reduce the number of the member that constitutes said room skeleton 1, and can reduce carrying and handle needed time of these members and time.
The described invention of claim 4 is characterised in that; For example as shown in Figure 3; In the construction method of claim 2 or 3 described room skeletons; On said first half plate body 11, be provided with 11 that supported by this first half plate body, have a top crossbeam material 13 parallel with said roof face 21.
Invention according to claim 4; Can obtain with claim 2 or 3 effect same in; Because on said first half plate body 11, be provided with 11 that supported by this first half plate body, have a top crossbeam material 13 parallel with said roof face 21.So, through the Roof slab 22,23 that constitutes said roof face 21 is set, can pass through said crossbeam material 13 on this crossbeam material 13, easy and said Roof slab 22,23 firmly is installed on said first half plate body 11.
The described invention of claim 5 is characterised in that; For example as shown in Figure 4; In claim 2～4 in the construction method of each described room skeleton; Said installation procedure comprises top Roof slab installation procedure, and the top Roof slab that constitutes roof, top face promptly is installed on said first half plate body 11, and this panel is positioned at the position of more being gone up by the height and position of the said roof of first half plate body 11 supports face 21.
Invention according to claim 5; Can obtain with claim 2～4 in each effect same; Because said installation procedure comprises top Roof slab installation procedure; The top Roof slab that constitutes roof, top face promptly is installed on said first half plate body 11; This panel is positioned at the position of more being gone up by the height and position of the said roof of first half plate body 11 supports face 21, so can hug on the face 3 in the said the superiors that guarantee high safety and operability, said Roof slab 22 is installed on said first half plate body 11.So, can be omitted in a part of operation that Roof slab 22,23 is installed on the said room skeleton 1.
And, during other Roof slab 23 of the roof face 21 around install constituting said Roof slab 22, can the Roof slab of in said assembling procedure, on said first half plate body 11, installing in advance 22 be used as scaffold.So the fitting operation of said other Roof slab 23 can carry out easily.
The room skeleton 40 on the described four sloping roofs of claim 6 is characterised in that; For example like Figure 11 and shown in Figure 12; This room skeleton 40 by the side fascia 41 of direction between beam, and the inner wall panel 45 that is arranged side by side of this side fascia 41 on the crossbeam direction is set up along the house between leg-of-mutton dividing plate 55, external wall board 41 and the dividing plate 55 installed at least one bent beam constitute; And said each bent beam 31,32,33; Be by structural plywood first half plate body and Lower Half plate body to be bent into certain angle respectively to engage and form; Said bending angle is to set according to the crossbeam direction inclination on roof, and said first half plate body and Lower Half plate body have the beam that supports the roof, said structural plywood under the erected state of bent beam; One bogie side frame is big or small almost equal the part on the said first half plate body and the part of another bogie side frame on said Lower Half plate body; When lower edge forms linearity, under the erected state of bent beam, first half plate body is engaged with the Lower Half plate body with the intensity that supports the roof.
The room skeleton 80 on the described square roof of claim 7 is characterised in that; For example like Figure 13 and shown in Figure 14; This room skeleton 80 is inclined plane K1, K2, K3, the K4 that form respectively to the eaves portion in four directions by from the summit on roof; And the square roof that forms of 4 S1 of ridge portion, S2, S3, S4 through the position of meeting of inclined plane K1, K2, K3, K4 separately, K1, K2, K3, K4 are last on these each inclined planes, be provided with respectively have along this inclined plane K1, first half plate body that K2, K3, K4 extend to horizontal direction; And along the bent beam 71,72,73,74 of the Lower Half plate body that extends in abutting connection with the incline direction of the inclined plane K1 of said each S1 of ridge portion, S2, S3, S4, K2, K3, K4 and to eaves portion by an end clamping of first half plate body; The other end of the first half plate body of each bent beam 71,72,73,74 is engaged in the side of abut flex beam in the ridge portion, and simultaneously, the lower end of its each Lower Half plate body is engaged in the upper end of wallboard; Constitute the room skeleton 80 on roof thus; On this room skeleton 80, be provided with Roof slab 85,86,87,88 along each inclined plane K1, K2, K3, K4, constitute the roof Y1 of portion, Y2, Y3, Y4.
The room skeleton 80 on the described square roof of claim 8 is characterised in that; First half plate body by the said bent beam 71,72,73,74 of horizontal arrangement on the inclined plane; And by along constituting as main body with the Lower Half plate body that heeling condition was disposed, and pass through structural plywood and connect joint in abutting connection with the inclined plane.
Invention according to claim 1; In said assembling procedure; The room skeleton is the flooring that is orientated and is accommodated in the said the superiors with respect to any angle of installation orientation left-right deviation of said building; And the room skeleton is the flooring that is assembled in the said the superiors almost can directly be installed on the shape on the supporting member; So can on the flooring of the said the superiors that can guarantee high-altitude safe property and operability, the room skeleton be assembled almost can directly be installed on the shape of supporting member, so in this assembling procedure, can save work high above the ground.
And; In said assembling procedure, because the room skeleton is on the flooring of the superiors, to assemble, so in the building close quarters, build occasion such as building; Be difficult to guarantee that in the outside of building this room skeleton construction method can be suitable under the situation for the operating space of assembling the room skeleton.
And; Said room skeleton can be assembled almost directly to be installed on the shape of supporting member in assembling procedure; In addition, be installed on needed height of supporting member and orientation slinging and rotate to move in the operation, and in installation procedure, be installed on supporting member 2; So can reduce needed time and time in the room skeleton construction, reach the purpose of reduction of erection time.
The present invention according to claim 2; Can obtain with claim 1 effect same in; Owing to by slightly being the central portion that first half plate body that block form disposes supports said roof; Between this first half plate body and the said supporting member, connect by the said Lower Half plate body of the incline direction of face, so said roof can stably be supported by the room skeleton along said roof.
Invention according to claim 3; Can obtain with claim 2 effect same in; Because a part and the said Lower Half plate body of said first half plate body are to be made up of integrally formed bent beam; So, can easy and firmly assemble said room skeleton through the mutual combination of this bent beam.
And, owing to can reduce the number of the member that constitutes said room skeleton, and can reduce carrying and handle needed time of these members and time.
According to the invention of claim 4, can obtain with claim 2 or 3 effect same in because on said first half plate body, be provided with by this first half plate body and support, have the top crossbeam material parallel with said roof face.So, put the fixing Roof slab that constitutes said roof face through uploading at this crossbeam material, can pass through said crossbeam material, easy and said Roof slab positively is installed on said first half plate body.
Invention according to claim 5; Can obtain with claim 2～4 in each effect same; Because said installation procedure comprises, on said first half plate body, the height and position top Roof slab installation procedure of the top Roof slab of the roof face on top more that supports said roof face by this first half plate body is installed; So can hug on the face in the said the superiors that guarantee high safety and operability, said Roof slab is installed on said first half plate body.So, can be omitted in a part of operation that Roof slab is installed on the said room skeleton.
And, when other Roof slab that constitutes said Roof slab roof face on every side is installed, can the Roof slab of in said assembling procedure, on said first half plate body, installing in advance be used as scaffold.So the fitting operation of said other Roof slab can carry out easily.
The room cage construction on four sloping roofs according to claim 6, owing to set up bent beam with camber suitable with the crossbeam direction gradient on roof, so even also can without the membrane support bent beam.Therefore, just can not use the dividing plate of the part that there is no need to support, this part in the house is effectively utilized.
The room cage construction on square roof according to claim 7; Because inclined plane on square roof; Dispose along this inclined plane the first half plate body that extends to horizontal direction respectively, and along the bent beam of the Lower Half plate body that is extended in abutting connection with the incline direction on the inclined plane of ridge portion and to eaves portion by an end clamping of first half plate body, the other end of the first half plate body of each bent beam is engaged in the side of abut flex beam in the ridge portion; Simultaneously; The lower end of its Lower Half plate body is engaged in the upper end of wallboard, constitutes the room skeleton on roof thus, so in the inside of this room skeleton; Be not provided with fully through beam inside the cabin and cabin etc., be wide-open space.Therefore, can maximally utilise the space of this cabin the inside, can utilize the cabin the inside as ceiling storage room or room, the inside, roof etc.
And, owing to only pass through the operation of the bent beam of the said structure of fixed configurations, just can form the room skeleton; So the operation of room skeleton is very easy to; Be hopeful to realize the simplification and laborsavingization of execute-in-place, and the duration is shortened, in addition; Owing to do not need experienced operators, thus can also acquisition cost decline etc. effect.
The structure of the room skeleton on square roof according to claim 8; Since bent beam will be on the inclined plane first half plate body of the said bent beam of horizontal arrangement; And by along constituting as main body with the Lower Half plate body that heeling condition was disposed in abutting connection with the inclined plane, so have the following advantages, according to the inclination on roof; Through the engagement angles of conversion first half plate body and Lower Half plate body aptly, just can provide and corresponding effective, the suitable square roof of various roofs shape.So, can constitute the bent beam that forms the room skeleton with the few member of kind, reach the purpose that reduces cost.
Description of drawings
Fig. 1 is the stereogram of assembling procedure in the example of construction method of expression room of the present invention skeleton.
Fig. 2 is the vertical view with expression assembling procedure in the example.
Fig. 3 constitutes the first half plate body of room skeleton and the side view of Lower Half plate body with expression in the example.
Fig. 4 is with the stereogram of representing assembling procedure (installation procedure of top Roof slab) in the example.
Fig. 5 is with representing to sling the stereogram of operation in the example.
Fig. 6 is the stereogram with expression rotation operation and installation procedure in the example.
Fig. 7 is the vertical view with expression installation procedure in the example.
Fig. 8 is the vertical view with expression installation procedure in the example.
Fig. 9 is the vertical view of assembling procedure in another example of construction method of expression room of the present invention skeleton.
Figure 10 is the vertical view of assembling procedure in another example of construction method of expression room of the present invention skeleton.
Figure 11 is the stereogram of form of implementation of the room cage construction on expression four sloping roofs of the present invention.
Figure 12 is side view and the plan view with expression bent beam in the example.
Figure 13 is the stereogram of form of implementation of the room cage construction on expression square roof of the present invention.
Figure 14 is the plan view with expression room cage construction in the example.
Symbol description:
1-room skeleton
2-supporting member (wallboard)
Face (two layers floorings) is hugged by 3-the superiors
10-bent beam
11-first half plate body
12-Lower Half plate body
13-crossbeam material
20-roof
21-roof face
22-top Roof slab
A-building
The specific embodiment
Specify the embodiment of the construction method of room skeleton among the present invention below in conjunction with accompanying drawing.The construction method of the room skeleton of this form of implementation is suitable for installing in the building site and the building constructed in the panels of wood of produce in factory in advance.
Fig. 1 and Fig. 4～Fig. 6 are the stereograms of the construction method order of room skeleton in this form of implementation of expression.
Like Fig. 1 and shown in Figure 2; The construction method of this room skeleton is made up of following operation substantially; The room skeleton 1 that is arranged on the building A the superiors is orientated for the angle of spending to the installation orientation left-right deviation about 30 of said building; Make it be accommodated in said two layers flooring 3, and nearly all be the shape that directly to install, be installed in the installation procedure of said two layers flooring 3 wallboard 2 that supports said room skeleton 1; As shown in Figure 5, keep its orientation to sling vertically upward to the operation of slinging of the height that is installed on said wallboard 2; As shown in Figure 6, spend to the rotation operation of the installation orientation of said wallboards 2 to anticlockwise about 30; And the installation procedure that is installed to said wallboard 2.
Here; As shown in Figure 4; Said assembling procedure also comprises, after on the first half plate body 11 stated, constituent ratio is installed by the height and position of this first half plate body 11 said roof face 21 that the supports top Roof slab installation procedure of the top Roof slab 22 of the roof face 21 on top more.
And; As shown in Figure 1; Said room skeleton 1 is by having the equal height position, slightly be the first half plate body 11 that block form disposes around the top of supporting said roof 20 week with each the roof face 21 that tilts to the four directions that is the roof 20 of basic structure with square roof; And with between said first half plate body 11 and the said wallboard 2,12 formations of Lower Half plate body that connect along the incline direction of said roof face 21.
As shown in Figure 3, the state that the part of said first half plate body 11 and said Lower Half plate body 12 are seen from the side is down for being the integrally formed of " ヘ " font, 10 formations of bent beam of being made up of " H " shaped steel.
On the edge 11f of first half plate body 11 parts of this bent beam 10, supporting by these first half plate body 11 parts, with said roof face 21 parallel above, with screw wooden crossbeam material 13 is installed.
In said assembling procedure, at first, 4 said bent beams 10 are moved on the two floor faces 3 of said building A; The web 10Aw of first half plate body 11 parts of these bent beams 10 and end 10A Lower Half plate body 12 opposite sides; With the web 10Bw of the end 10B of Lower Half plate body 12 sides of first half plate body 11 parts of other bent beam 10, as shown in Figure 2, see it is rectangular from the top; As shown in Figure 3, through corbel metal object 15 by bolt fixed engagement.
At this moment, as shown in Figure 2, by the room skeleton 1 that said bent beam 10 is constituted, be that deviation about 30 is spent and is orientated to the right for the orientation that is installed to said building A, 4 bent beams 10 interfix to engage and make its first half plate body 11 parts form tetragonal frame.
And; As shown in Figure 4, on crossbeam material 13 set on first half plate body 11 parts of said bent beam 10, carry and be equipped with 4 said top Roof slabs 22 that slightly are Pyramid; The adjacency section of these top Roof slabs 22 is by nail or adhesive and interfix; Simultaneously, said crossbeam material 13 is fixed in by nail or adhesive in the bottom of each top Roof slab 22.
Then, as shown in Figure 5, will be by four angle parts of the formed quadrilateral frame of first half plate body 11 parts of 4 said bent beams 10; Be each bent beam 10 first half plate body 11 parts Lower Half plate body 12 sides end 10B near; Be fixed in and sling,, room skeleton 1 is sling vertically upward by the crane of not representing among the figure with wire rope 4; Under the state that keeps its orientation, until the height of installing to said wallboard 2.
And, as shown in Figure 6, by crane room skeleton 1 to be sling vertically upward to the state of the height of installing to said wallboard 2, room skeleton 1 matches with the orientation that is installed on said wallboard 2 to about 30 degree of anticlockwise.
At last, as shown in Figure 3, the web 10Cw of Lower Half plate body 12 and end 10C first half plate body 11 opposite sides of each bent beam 10 of formation room skeleton 1 is engaged in said wallboard 2 through corbel 16 by bolt.
After the installation of room skeleton 1 is over, said top Roof slab 22 as scaffold, is installed this top Roof slab 22 of formation other Roof slab 23 (only representing a piece among Fig. 8) of roof face 21 on every side in order between said half plate body 11 and wallboard 2.
About the basic structure on roof 20, promptly from square roof the roof of part towards a side-prominent Shuan Po roof part, as shown in Figure 8, be between the side of a bent beam 10 and wallboard, to install on the basis of ridge wood 18, Roof slab is installed.
More than; Construction method according to the room skeleton of this form of implementation; In said assembling procedure; Owing to room skeleton 1 is for the flooring (two floor faces) 3 that is accommodated in the said the superiors to any angular orientation of the installation of said building A orientation left-right deviation, and room skeleton 1 is the flooring 3 that is assembled in the said the superiors almost can directly be installed on the shape of supporting member (wallboard) 2, so can be on the flooring 3 of the said the superiors that can guarantee high-altitude safe property and operability; Room skeleton 1 is assembled almost can directly be installed on the shape of supporting member 2, so in this assembling procedure, can save work high above the ground.
And; In said assembling procedure; Because room skeleton 1 is assembling on the flooring 3 of the superiors; So in the building close quarters, build occasions such as building A, be difficult to guarantee that in the outside of building A this room skeleton construction method can be suitable under the situation for the operating space of assembling room skeleton 1.
And; Said room skeleton 1 can be assembled almost directly to be installed on the shape of supporting member 2 in assembling procedure; In addition, be installed on wallboard 2 needed height and orientation slinging and rotate to move in the operation, and in installation procedure, be installed on wallboard 2; So can reduce needed operation in 1 construction of room skeleton, reach the purpose of reduction of erection time.
And; Owing to by slightly being the central portion that first half plate body 11 that block form disposes supports said roof 20; Between this first half plate body 11 and the said supporting member 2; Said roof 20 connects by the said Lower Half plate body 12 of the incline direction of face 21, so can stably be supported by room skeleton 1 along said roof.
And, because a part and the said Lower Half plate body 12 of said first half plate body 11 are to be made up of 10 of integrally formed bent beams,, can easy and positively assemble said room skeleton 1 so pass through the mutual combination of this bent beam 10.
And; Because a part and the said Lower Half plate body 12 of said first half plate body 11 are to be made up of 10 of integrally formed bent beams; So can reduce the number of the member that constitutes said room skeleton 1, and can reduce carrying and handle needed time of these members and time.
And, because on said first half plate body 11, be provided with by this first half plate body 11 and support, have the top crossbeam material 13 parallel with said roof face 21.So, put the Roof slab 22,23 that constitutes said roof face 21 through uploading at this crossbeam material 13, can pass through said crossbeam material 13, easy and said Roof slab 22,23 positively is installed on said first half plate body 11.
And; Because said installation procedure comprises; On said first half plate body 11; The top Roof slab installation procedure of the top Roof slab that constitutes roof, the top face of more being gone up by the height and position of the said roof of this first half plate body 11 supports face 21 is installed,, said Roof slab 22 is installed on said first half plate body 11 so can hug on the face 3 in the said the superiors that guarantee high safety and operability.So, can be omitted in a part of operation that Roof slab 22,23 is installed on the said room skeleton 1.
And, during other Roof slab 23 of the roof face 21 around install constituting said Roof slab 22, can the Roof slab of in said assembling procedure, on said first half plate body 11, installing in advance 22 be used as scaffold.So the fitting operation of said other Roof slab 23 can carry out easily.
Also have, the present invention is not limited to above-mentioned form of implementation, in the scope that does not break away from main principle of the present invention, can carry out the change of all improvement and design.
For example; Like Fig. 9 and shown in Figure 10; Be suitable on the building B of constructing in many snowfields territory under the situation of construction method of room of the present invention skeleton; Can also obtain to support the room skeleton 101 on the roof 120 of bearing the big load of accumulated snow through on first half plate body 111 and Lower Half plate body 112, adding other bent beam 117 formation room skeletons 10 of combination.
And; Above-mentioned form of implementation; Be constructing, on two layer the building A of square roof, be suitable for the construction method of room of the present invention skeleton as roof basic structure by the panel method; But make in the building constructed such as cage construction, wall type reinforced concrete structure, steel bar framework at wood, also go for the construction method of room of the present invention skeleton by the form of structure beyond the panel method.Certainly, for other some detailed structure, the change that can suit.
Embodiment 3
It then is the structure of the room skeleton 40 on the four sloping roofs that obtain by the panel method among the present invention; Shown in figure 11; The side fascia 41 of direction between beam and and its inner wall panel that is arranged side by side 45 between the leg-of-mutton dividing plate 55 installed; Set up parallel bent beam 31,32,33 with the crossbeam direction through corbel 50, simultaneously, 3 beams 31,32,33 are the girder 60 that direction between beam is arranged and the structure that connects.And, in above-mentioned 3 bent beams 31,32,33, the central authorities of bent beam 31 direction between beam, bent beam 32,33 sets up in its bilateral symmetry.
And like Figure 12 (a) and (b), first～the 3rd bent beam 31,32,33 is the beams with bending angle suitable with the roof gradient of crossbeam direction.Whichsoever, all be the beam that first half plate body a and Lower Half plate body b is engaged by nail according to above-mentioned bending angle by structural plywood c.
In the erected state of bent beam 31,32,33, the beam that self has the support roof of first half plate body a and Lower Half plate body b.Shown in figure 12, structural plywood c, a bogie side frame is at big or small almost equal in described Lower Half plate body b part of the part of said first half plate body a and another bogie side frame, and lower edge formation linearity.And under the erected state of bent beam 31,32,33, structural plywood c engages first half plate body a with the intensity that supports the roof with Lower Half plate body b.
In the erected state of bent beam 31,32,33, connect the line at top of junction surface 31c, 32c, the 33c of each beam 31,32,33, form with the room skeleton in the suitable ridge portion of angle rafter.
As stated, in the present embodiment, owing to set up bent beam 31,32,33, junction surface 31c, 32c, the 33c of these beams 31,32,33 need must not supported by dividing plate as structure always.Therefore just there is no need to use this a part of panel in order to support.
Embodiment 4
The structure of the room skeleton 80 on square roof in this form of implementation; Shown in the plan view of the stereogram of Figure 13 and Figure 14; Be that summit from the roof is to eaves portion; Have all around roof face (inclined plane) K1, K2, K3, the K4 of the cubic downward-sloping gradient, and the position of meeting of these roof faces (inclined plane) K1, K2, K3, K4 is as the S1 of ridge portion, S2, S3, S4, square roof with four sloping structures respectively.And at the horizontal level from an inclined plane K1, the incline direction along the clamping ridge S1 of portion in abutting connection with inclined plane K2 disposes bent beam 71 on the obliquity of ridge portion prolongation.Close with the flanked of the bent beam 74 of adjacency in the S4 of other ridge portion the upper end of this bent beam 71, and simultaneously, the lower end of this bent beam 71 engages with the upper end of wallboard P.And; Last at other 3 inclined plane K2, K3, K4; Also same with the front, at K2, K3, the last horizontal level of K4, on the obliquity that the direction along the clamping ridge S2 of portion, S3, S4 in abutting connection with inclined plane K3, K4, K1 prolongs towards ridge portion from this inclined plane; Dispose above-mentioned bent beam 72,73,74, and engage with the bent beam 71,72,73 and the wallboard P of adjacency respectively.Like this, form squarely through 4 bent beams 71,72,73,74, just form the room skeleton 80 on square roof.
In this form of implementation, the Roof slab that forms 4 kinds is set, i.e. first to fourth Roof slab 85,86,87,88 forms the Y1 of roof portion of an inclined plane K1 who covers the roof.
And, second, third, and the 4th Roof slab 86,87,88, its lower end is all point-blank, and is and more outstanding than the lower end of the Lower Half plate body 74b of said bent beam 74, forms eaves portion.And below the junction surface of first Roof slab 85 and second Roof slab 86, the adjustment beam member (omitting among the figure) that is provided with through the upper surface at the first half plate body 71a of said bent beam 71 is engaged in this bent beam 71.And the inside of second to the 4th Roof slab 86,87,88 is engaged in wallboard P through the crossbeam material 90 that on the upper surface of wallboard P, is provided with.
And; These four kinds of Roof slabs 85,86,87,88 are respectively after set position is provided with; At the junction surface of each Roof slab 85,86,87,88 with cohere, mode such as nail engages, and becomes the Y1 of roof portion of two equilateral triangle shapes that cover inclined plane K1.Like this; Fixing four inclined plane K1, K2, K3, the Y1 of roof portion of K4, Y2, Y3, the Y4 that covers the roof is set; And then again with the side end of each Y1 of roof portion, Y2, Y3, Y4 with cohere, mode such as nail engages; Form square roof as shown in Figure 3,80 support fixation of room skeleton of forming by said each bent beam 71,72,73,74.
Also have; Said first to fourth Roof slab 85,86,87,88; Each all is with 4 frame members around the formation panel part, and by the frame body of forming along many haunched members of panel length direction extension, and the veneer that on this frame body, is sticked constitutes as main body., implement set roofing materials and finally process (for example covering pitch) above the veneer at this, implement so-called roof exactly and cover a roof with straw and repair.
In the square roof that forms like this, as stated, at horizontal level from each inclined plane K1, K2, K3, K4; On the obliquity that prolongs in abutting connection with the incline direction of inclined plane K1, K2, K3, K4 towards eaves portion of the clamping ridge S1 of portion, S2, S3, S4, dispose bent beam 71,72,73,74 respectively, simultaneously; Its upper end is engaged in the side of the bent beam 74,71,72,73 of adjacency in the S1 of ridge portion, S2, S3, S4; And engaging of the upper end through its lower end and wallboard P, formation is combined as square room skeleton 80, so in the inside of this room skeleton; Be not provided with fully through beam inside the cabin and cabin etc., be wide-open space.Therefore, can maximally utilise the space of this cabin the inside.For example can utilize cabin the inside as the accommodation space that large-scale ceiling storage room is installed, or in the roof room of this cabin the inside, thereby guarantee the space of living as dress processing in implementing.
And, according to square roof represented in the present embodiment, because only through the bent beam 71,72,73,74 of fixing said structure is set; Just can constitute room skeleton 80; So, with in wallboard P upper end successively the job practices always of mounting rail, cabin compare, its operation becomes very easy.So, be hopeful to realize the simplification and laborsavingization of execute-in-place, and the duration shortened, in addition owing to do not need experienced operators, thus can also acquisition cost decline etc. effect.
And; In the described square roof of claim 8; Bent beam 71,72,73,74 is first half plate body 71a, 72a, 73a, the 74a by horizontal arrangement on the inclined plane, and constitutes as main body with Lower Half plate body 71b, 72b, 73b, the 74b that heeling condition disposes along the inclined plane of adjacency; So have the following advantages; According to the inclination on roof,, just can provide and corresponding effective, the suitable square roof of various roofs shape through the engagement angles of conversion first half plate body 71a, 72a, 73a, 74a and Lower Half plate body 71b, 72b, 73b, 74b aptly.So, can constitute the bent beam 71,72,73,74 that forms room skeleton 80 with the few member of kind, can reach the purpose that reduces cost.
Also have, square roof of the present invention is not limited to said form of implementation, and concrete structures such as the shape of each member of formation, size are certainly carried out all suitable changes according to the kind and the designing requirement on the roof that is suitable for.
For example; In said embodiment; Be as Roof slab to the Roof slab 85,86,87,88 that uses four kinds; Form the narration that the example of the Y1 of roof portion that covers inclined plane, roof K1, K2, K3, K4, Y2, Y3, Y4 carries out by their combination, but also can constitute the formed roof Y1 of portion of Roof slab, Y2, Y3, Y4 in addition by two equilateral triangles that cover inclined plane K1, K2, K3, K4 front.And then, can also constitute by the formed roof Y1 of portion of the Roof slab of the shape outside above-mentioned, kind, Y2, Y3, Y4.
And; Each Roof slab 85,86,87,88 configuration sequence and method to set up etc. also are not limited to the foregoing description, and; The joint methods of the joint method of each Roof slab 85,86,87,88 and each Y1 of roof portion, Y2, Y3, Y4 etc. also are not limited to the foregoing description.
And, of claim 8 in said embodiment, expression be by first half plate body and Lower Half plate body and constitute the example of bent beam 71,72,73,74, but the present invention is not limited to this, also can adopt by a plate body to constitute bent beam.
Claims (1)
1. the structure of a room skeleton is characterized in that:
According to the structure of constructing said room skeleton with the construction method of servant quarters skeleton; The construction method of this room skeleton comprises following operation: assembling procedure; The installation orientation left-right deviation any angle of the room skeleton that is arranged on the building the superiors with respect to said building is orientated; Make its flooring that is accommodated in the said the superiors, and said room skeleton is installed in the flooring of the said the superiors almost can be directly installed on shape on the supporting member that is used to support said room skeleton; The operation of slinging keeps the orientation of room skeleton that it is sling to the height that can be installed on the said supporting member vertically upward; The rotation operation, the installation that the room skeleton is rotated to said supporting member is orientated; And installation procedure, the room skeleton is installed on the said supporting member;
The structure of this room skeleton by the exterior wall panel of direction between beam, and the inner wall panel that is arranged side by side of this side fascia at least one bent beam vertically setting up along the house between leg-of-mutton dividing plate, external wall board and the dividing plate installed constitute; And said each bent beam is respectively by two beams; First half plate body and Lower Half plate body are bent into certain angle through structural plywood and engage and form; Said bending angle is to set according to the fore-and-aft tilt on roof; Said first half plate body and Lower Half plate body have the beam that supports the roof under the erected state of bent beam; One bogie side frame of said structural plywood is big or small almost equal the part on the beam and the part of another bogie side frame on beam; When lower edge forms linearity, under the erected state of bent beam, first half plate body is engaged with the Lower Half plate body with the intensity that supports the roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310121318 CN1626748B (en) | 2003-12-11 | 2003-12-11 | Construction method of house skeleton and structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310121318 CN1626748B (en) | 2003-12-11 | 2003-12-11 | Construction method of house skeleton and structure thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1626748A CN1626748A (en) | 2005-06-15 |
| CN1626748B true CN1626748B (en) | 2012-07-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200310121318 Expired - Fee Related CN1626748B (en) | 2003-12-11 | 2003-12-11 | Construction method of house skeleton and structure thereof |
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| CN (1) | CN1626748B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2389945Y (en) * | 1999-10-22 | 2000-08-02 | 刘振毅 | Metal contour plate roof construction |
| CN1276034A (en) * | 1997-10-02 | 2000-12-06 | 拉法格布拉施有限公司 | Kit for building self-supporting false roof of sloping roof |
-
2003
- 2003-12-11 CN CN 200310121318 patent/CN1626748B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1276034A (en) * | 1997-10-02 | 2000-12-06 | 拉法格布拉施有限公司 | Kit for building self-supporting false roof of sloping roof |
| CN2389945Y (en) * | 1999-10-22 | 2000-08-02 | 刘振毅 | Metal contour plate roof construction |
Non-Patent Citations (5)
| Title |
|---|
| JP特开2001-220849A 2001.08.17 |
| JP特开2001-262762A 2001.09.26 |
| JP特开2002-21246A 2002.01.23 |
| JP特开2003-286756A 2003.10.10 |
| JP特开平4-49353A 1992.02.18 |
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| CN1626748A (en) | 2005-06-15 |
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