CN2685416Y - Residential house framework structure - Google Patents
Residential house framework structure Download PDFInfo
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- CN2685416Y CN2685416Y CN 200320102721 CN200320102721U CN2685416Y CN 2685416 Y CN2685416 Y CN 2685416Y CN 200320102721 CN200320102721 CN 200320102721 CN 200320102721 U CN200320102721 U CN 200320102721U CN 2685416 Y CN2685416 Y CN 2685416Y
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Abstract
The utility model aims to provide a simple residential building frame structure corresponding to the various roof types of residential buildings and also provides a residential building frame structure efficiently making use of the inner space of the residential building and enlarges the using space in the residential building. The residential frame structure served as the slope roof frame of the residential building comprises a first supporting structure body forming the residential building frame and a second supporting structure body separated with an assigning distance with the first supporting structure body. A bent beam used for supporting the roof is equipped between the first supporting structure body and the second supporting structure body. The bent beam comprises a horizontal portion and a sloping portion; the horizontal portion is in parallel with the floor of the residential building and one end of the bent beam is equipped on the first supporting structure body. The sloping portion is connected with the other end of the horizontal portion with an assigning angle and inclines along the slope of a roof surface. The front end of the sloping portion is equipped on the second supporting structure body.
Description
Technical field
The utility model relates to the room cage construction on dwelling house roof, specifically, relates to the room cage construction of utilizing ㄑ font bent beam to enlarge the dwelling house of inner space, house.
Background technology
Room cage construction as dwelling house roof skeleton, its composing method can adopt known rafter method, architecting method and binding method, wherein the rafter method is to utilize big balk, rafter and ceiling joist, architecting method is the spandrel frame that utilizes reinforcement material and component materials combination, and binding method is to utilize roof beam, rafter, brace summer and ceiling beam etc.
The structure of these room skeletons is suitable for the various types of roofs of dwelling house, for example, and italian roof, pentroof, gable and hip roof formula roof etc.
Figure 15 represents to be applicable to the example in the past of the dwelling house with italian roof room skeleton, and wherein said dwelling house is made up of narrow timber.Promptly on the wall frame of forming by wall frame materials such as a plurality of munnions 10 12, form italian roof room skeleton.
Room skeleton shown in the figure is provided with by specifying the gradient to extend rafter 16 from big balk 14 to all directions.That is, a plurality of rafter 16a and rafter 16b are set, described rafter 16a has the gradient with big balk bearing of trend vertical direction, and described rafter 16b has the gradient of big balk bearing of trend.Rafter 16 with these different directions gradients by segment angle rafter 16c, intersects mutually with the deck with different directions gradient.In addition, in the inclination starting point of the sub-16c of angle rafter,, angle rafter is set builds with framework 18 promptly in the roof inclination starting point part of big balk bearing of trend.This angle rafter is built with framework 18 and is connected to form by a plurality of parts 20 and strengthening part 27.And a plurality of ceiling joists 24 that be arranged in parallel in the upper end of wall frame 12, described ceiling joist have the support component function that supports the room skeleton part.
By these room skeletons, can form the building structure of italian roof, described italian roof has the 1st deck and the 2nd deck, and described the 1st deck has the gradient with big balk bearing of trend vertical direction, and described the 2nd deck has the gradient of big balk bearing of trend.
Figure 16 represents to adopt the room skeleton on the gable and hip roof formula roof of rafter method, and described room skeleton is to go up in the wall frame of being made up of narrow timber (not diagram) to form.
Among this figure, gable and hip roof formula rafter is built the starting point part that is arranged on gable and hip roof formula roof with framework, builds with the framework extension from this gable and hip roof formula rafter 16c of angle rafter and gable and hip roof formula rafter 16d are set.Build part 26a by the gable and hip roof formula rafter that is connected with gable and hip roof formula rafter 16d, gable and hip roof formula rafter is built the slope ingredient that becomes gable and hip roof formula roof with framework 26.As shown in figure 15, in the upper end of wall frame (do not have diagram) by the appointed interval various joists 24 that be arranged in parallel.
By above-mentioned room skeleton, on the wall frame of forming by narrow timber, can form gable and hip roof formula roof room skeleton.
But when forming the room skeleton of above-mentioned each types of roofs in the past on the wall frame of being made up of narrow timber, the inner space of roof parts is occupied by various rooms skeleton building block, hinders and effectively utilizes its attic space.Promptly, in above-mentioned Figure 15 and rafter method shown in Figure 16, anyhow setting up ceiling joist 24, angle rafter on attic space builds and builds with framework 26 with framework 18, gable and hip roof formula rafter etc., described space (attic space) is cut apart by these each parts, therefore is difficult to effectively utilize as the inner space of building.
In addition, the problem of these room cage constructions is not limited to the dwelling house of being made up of narrow timber, exists in the dwelling house of constructing with other processes (framework process, wood based panel technique for sticking method etc.) yet.Because the dwelling house that adopts these other processes to construct, on the structure of supporting the roof, also need room skeleton building block, so attic space occupied by these parts, the inner space, house can not effectively utilize.
The utility model content
The utility model proposes for addressing the above problem, the simple room cage construction that provides corresponding to the various types of roofs of dwelling house is provided, and the room cage construction of effectively utilizing the inner space, house and enlarging the dwelling house of the inner usage space in house is provided.
For achieving the above object, feature of the present utility model is, comprises as the room cage construction of roof, the slope skeleton of dwelling house: the 1st body support structure of forming the room skeleton; With described the 1st body support structure the 2nd body support structure that distance to a declared goal is provided with of being separated by; Between described the 1st body support structure and the 2nd body support structure, set up the bent beam that is used to support the roof; Described bent beam is made up of horizontal component and sloping portion, described horizontal component and one end parallel with the floor of dwelling house is installed on the 1st body support structure, described sloping portion is connected the other end of described horizontal component with specified angle, and tilt along the deck gradient, its front end is installed on the 2nd body support structure.
Room cage construction according to these compositions, the horizontal component of bent beam and sloping portion are installed in respectively on the 1st body support structure and the 2nd body support structure, described bent beam is supported the roof, therefore below bent beam, do not need to be provided with the roof structure material of supporting the roof, shape (ㄑ word shape) along bent beam is provided with ceiling, forms the inner space, house, guarantees the inner space, house, component count and processing step can be reduced thus, the inner large space in house can be guaranteed.
In addition,,, roof slope can be tackled easily, the room skeleton on different shape roofs such as italian roof, double pitch roof can be effectively be applicable to by the horizontal component of adjustment bent beam and the angle of bend between the sloping portion according to the room cage construction of these compositions.
Preferably, between the horizontal component of described bent beam and sloping portion, be provided for strengthening the strengthening part of these coupling parts.These structures with strengthening part can improve the mechanical strength of bent beam.
Preferably, described bent beam is with a plurality of settings of appointed interval, and these bent beams interconnect by the main house beam with vertical square crossing of bent beam.Connect each bent beam by main house beam, can further strengthen the state that is provided with of bent beam.
Preferably, described bent beam is arranged to make the coupling part of himself to be positioned at the ridge line on roof, and the coupling part that is positioned at the bent beam at center is arranged to be positioned at the starting point on slope, roof.
Thus, even four inclined roof surfaces that adopt the four sides on roofs such as italian roof mode to tilt also can be supported deck by bent beam, even and adopt complicated roof mode, also can guarantee the large space of its inside, house.
Preferably, the outstanding outside, coupling part that is formed on of the horizontal component of the bent beam that is positioned at the center, so, can improve the applicability of the room skeleton on gable and hip roof formula roof by of the crossbeam use of described outstanding horizontal component as gable and hip roof formula roof etc.
Preferably, utilize the wall frame of forming by narrow timber, construct the dwelling house main body, and form the 1st body support structure, form the 2nd body support structure by the wall frame of residence outer wall wall by the wall frame of support dwelling house roof parts.Therefore, by set up bent beam between wall frame, set up this bent beam easily on the building main body, wherein said wall frame is to be formed by narrow timber, and described building main body is to be formed by narrow timber.
Preferably, the dwelling house main body is to construct by frame structures, described frame structures is by post on the pedestal and the beam combination that is erected between the described post are formed, and the 1st body support structure be to form by the brace summer that is arranged on the crossbeam, the 2nd body support structure is to be formed by the beam that is erected between the above-mentioned post.Therefore, by between brace summer and beam, setting up bent beam, on the building main body of frame structures, also can set up described bent beam easily.
Preferably, construct the main body of dwelling house with precast concrete plank, and form the 1st body support structure with the interior wall precast concrete plank, form the 2nd body support structure with the exterior wall precast concrete plank, wherein said interior wall precast concrete plank is to extend to the roof from the floor, and the support roof, described exterior wall precast concrete plank is used for constructing of residence outer wall.Therefore, on the building main body of forming by precast concrete plank, also can set up described bent beam easily.
Preferably, stick veneer on the framework two sides that is formed by core, form wood based panel, with the main body that described wood based panel is constructed dwelling house, wherein said wood based panel adopts wood based panel technique for sticking method, and usefulness bonding agent and nail etc. are connected each wood based panel; And the 1st body support structure be used to support forming of roof above the inner wall panel by being arranged on every top board, the 2nd body support structure is made up of side fascia.Therefore on the building main body of constructing, also can set up described bent beam easily with wood based panel technique for sticking method.
As mentioned above, the utility model can provide the room cage construction of dwelling house, it is characterized by: the room cage construction as roof, the slope skeleton of dwelling house comprises: the 1st body support structure of forming the room skeleton; With described the 1st body support structure the 2nd body support structure that distance to a declared goal is provided with of being separated by; Between described the 1st body support structure and the 2nd body support structure, set up the bent beam that is used to support the roof; Described bent beam is made up of horizontal component and sloping portion, described horizontal component and one end parallel with the floor of dwelling house is installed on the 1st body support structure, described sloping portion is connected the other end of described horizontal component with specified angle, and tilt along the deck gradient, its front end is installed on the 2nd body support structure.Therefore, can simply construct the room skeleton of the various roofs mode of reply dwelling house, and can effectively utilize its inner space.
Description of drawings
Fig. 1 is for utilizing the oblique view of the 1st embodiment of italian roof structure in the expression building structure of the present utility model.
Fig. 2 (A) is the side view of the bent beam that uses among this embodiment.
Fig. 2 (B) is the plan view of the bent beam that uses among this embodiment.
Fig. 3 (A), (B), (C) and (D) be the oblique view of the bent beam installment state used among this embodiment.
Fig. 4 is the side view of steel bent beam.
Fig. 5 is the oblique view that utilizes the bent beam of crooked composite material.
Fig. 6 is for utilizing the oblique view of the 2nd embodiment of pent-roof construction in the expression building structure of the present utility model.
Fig. 7 is for utilizing the oblique view of the 3rd embodiment of gable and hip roof formula roof structure in the expression building structure of the present utility model.
Fig. 8 (A) and (B) be the side view of the bent beam that uses among the embodiment of Fig. 7.
Fig. 9 is for utilizing the oblique view of the 4th embodiment of italian roof structure in the expression building structure of the present utility model.
Figure 10 is for utilizing the oblique view of the 5th embodiment of italian roof structure in the expression building structure of the present utility model.
Figure 11 is for utilizing the oblique view of the 6th embodiment of italian roof structure in the expression building structure of the present utility model.
Figure 12 is for utilizing the oblique view of the 6th embodiment of pent-roof construction in the expression building structure of the present utility model.
Figure 13 is for utilizing the oblique view of the 7th embodiment of italian roof structure in the expression building structure of the present utility model.
Figure 14 is the skiagraph of the connection status of bent beam in the expression building structure shown in Figure 13.
Figure 15 is illustrated in the oblique view that forms the example of room cage construction in the past on the wall frame 12 that is obtained by narrow timber.
Figure 16 is illustrated in the key diagram that forms the example of room cage construction in the past on the wall frame 12 that is obtained by narrow timber.
Symbol description
10: munnion, 12: wall frame, 14: big balk, 30: lower frame, 32: upper ledge, 36: body support structure, 38: horizontal holding components, 44: bent beam
The specific embodiment
Below in conjunction with the suitable embodiment of description of drawings the utility model.
[embodiment 1]
Fig. 1 utilizes the embodiment of the italian roof of bent beam with the room cage construction, and wherein said bent beam is formed on the wall frame that is formed by narrow timber.
The following describes the room cage construction of the italian roof that on the wall frame 12 of this spline structure, forms.
In the present embodiment, 3 bent beam 44a, 44b and 44c are set.These each bent beams 44 are erected at as between the upper ledge 32 and the body support structure 36 as the 2nd body support structure on the wall frame part 12a of the 1st body support structure, wherein the 1st body support structure is the wall part that the bearing of trend (crossbeam trend) of big balk 14 extends, and the 2nd body support structure is arranged on above-mentioned wall frame part 12a is separated by on the position of distance to a declared goal.Above-mentioned 3 bent beam 44a, 44b and 44c support the roof parts (not diagram) on the room skeleton.
The 2nd body support structure 36 has the wall frame of being made up of munnion 40 and rafter 42, and wherein a plurality of munnions 40 are arranged on the horizontal holding components 38, and described horizontal holding components 38 is erected on the assigned address of wall frame.
Fig. 2 (A) and (B) be the key diagram of bent beam 44 in the present embodiment.Fig. 2 (A) is a side view, and Fig. 2 (B) is a plan view.
Described bent beam 44 is pressed specified angle and is connected the end of horizontal component 45a of two beam bodies and the end of sloping portion 45b.In order to keep this connection angle, the fixing strengthening part 48 in the side, coupling part.The material of described beam body can be used wooden materials in the present embodiment.At this moment, strengthening part 48 is to be formed by veneer, and is fixing with nail 49 and bonding agent etc.As mentioned above, the structure of bent beam is extremely simple, by setting up described bent beam, can finish simple room skeleton, can simplify construction process thus and reduce processing step.
Below in conjunction with Fig. 3 (A), (B), (C) and (D) explanation situation that bent beam 44 is installed on wall frame 12.
Fig. 3 (A) is the oblique view of the top connection status of expression inclined side end parts of bent beam 44 and wall frame part 12a, and Fig. 3 (B) is the skiagraph of Fig. 3 (A).
Among the figure, the inclined side end parts of bent beam 44 is connected on the upper ledge 32 of wall frame part 12a.At the installed inside load-bearing material 50 of wall frame part 12a, the end of bent beam 44 is connected upper ledge 32, and this moment, the end of bent beam 44 was arranged on the described load-bearing material 50.Therefore, utilize the steel plate of installing with metal parts 52 that reverses to connect upper ledge 32 and bent beam 44.That is, the end of reversing steel plate 52 nails on upper ledge 32, and the mid portion that reverses steel plate 52 is fixed on the bent beam 44, is thus connected both.
Fig. 3 (C) and Fig. 3 (D) be respectively bent beam 44 the horizontal side end parts be connected example.
Among Fig. 3 (C), on horizontal holding components 38, insert intermediate member 54, connect two munnions 40, between these 2 munnions 40, connect the horizontal side end parts of bent beam 44, big balk 14 and munnion 40 respectively.Munnion 40 utilizes to connect and is fixed on the horizontal holding components 38 with rectangular bar 56.
Other connected modes of the horizontal side end parts of Fig. 3 (D) expression bent beam 44.Among the figure, two munnions vertically are being provided with the end of bent beam 44 with under the state that the end of balk 14 is connected greatly, at the upper end of munnion 40 fixed bend curved beam 44 and big balk 14.Described fixedly is to finish with rectangular bar 56 by installing to connect in side, coupling part separately.The bent beam 44b and the 44c that are arranged on bent beam 44a both sides also install by the same connected mode.
As mentioned above, bent beam 44 is arranged to make one side (horizontal component 45a) of its bending parallel with the floor, and another side (sloping portion 45b) tilts to the below.Between bent beam 44a and the 44b and between bent beam 44a and the 44c,, girder 64 is installed respectively for strengthening the state that is provided with of bent beam.This installation is to finish by vane plate screw etc. is installed in the end of girder 64, and described thread part connects bent beam 44, and uses fixed by nut.
The following describes the angle of bend of bent beam 44.At first, as shown in Figure 1, the one side (horizontal component) of the bent intermediate beam 44a in 3 bent beams is parallel with the floor.Described horizontal component has the effect of the big balk of the 1st deck, and described the 1st deck has the gradient of direction between the beam.And the sloping portion of another side and the 2nd deck tilt equally, and described the 2nd deck has the gradient (the figure upward arrow represents 300) of the bearing of trend (crossbeam trend) of the big balk of italian roof, and the big balk of described italian roof is arranged on above the sloping portion.That is, the angle of bend of the horizontal component of bent beam 44a and sloping portion is same as along the angle of slope of the deck of big balk bearing of trend inclination.
In addition, one side (horizontal component) of bent beam 44b and 44c is also parallel with the floor, has the girder effect of the 1st deck, and described the 1st deck has and the gradient (the figure upward arrow represents 400) of big balk bearing of trend (direction between the beam) vertical direction.Therefore, these horizontal components are positioned at the position lower than the horizontal component of bent beam 44a according to the angle of slope of deck.With the difference of bent beam 44a be that the length of sloping portion of another side is shorter than bent beam 44a.
By the room skeleton of being made up of above-mentioned 3 bent beams, the deck with arrow 300 gradients and the deck with arrow 400 gradients intersect on the line of the sweep summit T2 separately of the sweep summit T1 that is connected bent beam 44a and bent beam 44b and 44c and sweep summit T3.In more detail, the sweep summit T1 of above-mentioned bent beam 44a is arranged on the starting point on slope, roof, and sweep summit T2 separately and the sweep summit T3 of bent beam 44b and 44c are arranged on the ridge line on roof.
In the present embodiment, at the loft of the lower room of bent beam 44 brace summer parts, joist or framework etc. are not set, therefore can effectively utilize the inner space, house, and component count are few, it is also easy to construct operation.Wherein the brace summer parts are from the coupling part of following support bent beam 44.
The following describes the situation of in above-mentioned embodiment shown in Figure 1, utilizing wooden bent beam 44.The material of bent beam 44 is not limited to wood, can use for example bent beam of steel yet.
Fig. 4 represents steel bent beam 66.Steel bent beam 66 can be by pressing two beam bodies the specified angle welding or connecting manufacturing with screw.As shown in the figure, by at sweep installed inside triangle stiffener 68, can strengthen sweep.
Fig. 5 represents to utilize the composition example of the bent beam 70 of so-called crooked composite material.This makes the sweep formation that fuses by laminated bending sheet material.The angle of slope on corresponding roof, bent beam are pressed the specified angle shaping and are made.According to the bent beam 70 that utilizes these crooked composite materials, between the horizontal component and sloping portion of bent beam, do not need to use strengthening part, can simply form bent beam, so structure is simpler.
[embodiment 2]
Below in conjunction with Fig. 6 the 2nd embodiment is described, described the 2nd embodiment utilizes bent beam 44 to construct pentroof room skeleton on the wall frame 12 that is obtained by narrow timber.The part identical with the embodiment of Fig. 1 represented with prosign.
Above-mentioned pentroof with the room skeleton in, utilized 1 bent beam 44d and 2 straight beam 72a and 72b.That is, be different from the room skeleton of italian roof, the beam on both sides does not have the roof parts that is equivalent to sloping portion shown in Figure 1 in 3 beams, therefore there is no need to use bent beam, thereby has used straight beam 72.The installation of bent beam 44d is same as the situation of the italian roof of Fig. 1, the inclined side end parts of bent beam 44 is by the upper ledge 32a on the upper ledge 32 that reverses steel plate 52 and be connected wall frame 12a, and the horizontal side end parts of opposite side is connected the munnion 40 on the horizontal holding components 38.
In such pentroof,, on the loft of bent beam lower room, do not need to be provided with parts such as joist or framework by utilizing bent beam 44d yet.That is, there is no need to be provided with other holding components at sweep, therefore can guarantee the large space of sloping portion inside, described sloping portion is used for the formation of the 2nd deck, and described the 2nd deck tilts along big balk bearing of trend from the horizontal component of bent beam 44d.
[embodiment 3]
Below in conjunction with Fig. 7 the 3rd embodiment is described, described the 3rd embodiment forms gable and hip roof formula roof room skeleton on the wall frame 12 that is obtained by narrow timber.The part identical with the embodiment of Fig. 1 represented with prosign.
In the present embodiment, the bent beam that is used for the room skeleton utilizes 3 bent beam 80a, 80b, 80c.On the wall frame part 12a of each bent beam and the munnion 40 on the horizontal holding components 38 bent beam is installed, its mounting method adopts the connected mode with above-mentioned the 1st embodiment.
Shown in Fig. 8 (a), the bent beam 80a in the middle of being positioned at is made up of 2 beam body 82a, 82b and strengthening part 48.But these beams connect into special connected mode and make it have the ramp portion 30 and the gable and hip roof part 31 of gable and hip roof formula roof feature.That is, beam body 82a is not connected with the end of one end with 82b, and the end of beam body 82b is connected by specified angle with beam body 82a side.For the coupling part of strengthening this specified angle and keep its angle of bend, fixedly strengthening part 48.Gradient part 30 is by forming from the outstanding part 88 of the sweep of beam body 82a.In addition, shown in Fig. 8 (B), the bent beam 80b on bent beam 80a both sides is that an end that is connected 2 beam bodies is respectively formed with 80c, and its structure is identical with the 1st embodiment.The sloping portion of described bent beam 80b and 80c extends along gable and hip roof formula roof parts 31, forms angle of bend.
As mentioned above, by the ledge 88 of bent beam 80a, 80b and 80c and bent beam 80a, form the room skeleton on gable and hip roof formula roof.Therefore, be same as the situation of above-mentioned italian roof and pentroof, the slope changing unit of deck is bent deflection of beam and partly supports, so this part does not need holding components such as joist or framework, can effectively utilize the inner space, roof.
Structure of the present utility model is not limited to the foregoing description, applicable to the various distortion roof with the 1st deck and the 2nd deck.In addition, the connected mode of bent beam and the body support structure of bent beam can be taked variety of way, for example can utilize frame structures body and wall plate structure body etc. as body support structure.
[embodiment 4]
Fig. 9 is illustrated in the room cage construction that forms the italian roof that utilizes bent beam on the framed wall body structure.
Framed wall body structure 32 is by being located at post 36 on the pedestal 34, forming at the intermediolateral column 39 that is provided with between these posts, the eaves girder of installing on each post 41 and bottom girder 42 etc.Post 36 has the function of supporting the room skeleton, and is therefore thicker with intermediolateral column 39 than the reinforcement between each post.
The following describes the room cage construction of the italian roof that on framed wall body structure 32, forms.
In the present embodiment, 3 bent beam 44a, 44b and 44c are set.As the body support structure of supporting these bent beams, can use brace summer 46a, the 46b and the 46c that on bottom girder 42, are provided with in the present embodiment.That is, each bent beam 44 is erected at respectively between the eaves girder 41a and brace summer 46 of direction extension between the beam of each framed wall structure 32, is used to support that the italian roof of constructing on the room skeleton partly (does not illustrate).
The following describes the angle of bend of bent beam 44.
At first, as shown in Figure 9, one side of bent beam 44a (horizontal component) is connected on the big balk 14 that relative floor be arranged in parallel, brings into play the crossbeam carpentery workshop of the 1st deck and uses, described the 1st deck has the gradient of direction between the beam, forms the roof parts of italian roof.And the sloping portion of another side and the 2nd deck tilt equally, and the crossbeam of the italian roof that described the 2nd deck is provided with in the above moves towards.That is it is identical that, the angle of bend of the horizontal component of bent beam 44a and sloping portion and crossbeam move towards the angle of slope of the 2nd deck that tilts.Bent beam 44a supports the 1st deck and the 2nd deck respectively at horizontal component and sloping portion.
In addition, the horizontal component on one side of bent beam 44b and 44c is connected on the girder 62, the effect of the girder of performance the 1st deck that direction tilts between beam.Therefore, according to the angle of slope of deck, be positioned at the position lower than the horizontal component of bent beam 44a.
The sloping portion of another side forms the angle of slope with the 2nd deck that moves towards along crossbeam to tilt.That is, its angle of bend is identical with the angle of bent beam 44a.With the difference of bent beam 44a be that the length of sloping portion of another side is shorter than bent beam 44a.
By the room skeleton of being made up of above-mentioned 3 bent beams, the 2nd deck that has the 1st deck of direction between the beam and have a crossbeam direction gradient intersects on the connecting line of the sweep summit T2 separately of the sweep summit T1 of bent beam 44a and bent beam 44b and 44c and sweep summit T3.
Like this, in the present embodiment, the roof parts inside between eaves girder 41a and bottom girder 42 does not need to be provided with the brace summer parts, and described brace summer parts are supported the beam of setting in length and breadth or the coupling part of bent beam from the below, therefore can effectively utilize the inner space, house.And it is also easy to construct operation.
[embodiment 5]
Figure 10 represents the embodiment of italian roof with the room cage construction, and wherein italian roof is to form with bent beam on the wall frame that is formed by PC (precast concrete) parts.
The following describes the room cage construction of the italian roof that on wall frame structure 20, forms.
In the present embodiment, 3 bent beam 44a, 44b and 44c are set.These each bent beams 44 are erected between the top of PC plate 22a, 22b and PC plate 22c, 22d top, wherein said PC plate 22a, 22b be and the 1st vertical metope part of the bearing of trend that does not have the big balk of illustrated what is called (crossbeam trend), and described PC plate 22c, 22d are and PC plate 22a, 22b be separated by distance to a declared goal and the 2nd metope part relative with the 1st metope part.3 bent beam 44a, 44b and 44c support the roof parts (not diagram) of constructing on the room skeleton.
The following describes the angle of bend of bent beam 44.
At first, as shown in figure 10, the one side (horizontal component) of the bent intermediate beam 44a in 3 bent beams be arranged in parallel with the floor.Described horizontal component is brought into play the effect of the big balk of the 1st deck, and described the 1st deck has the gradient of direction between the beam.And the sloping portion of another side and the 2nd deck tilt equally, and described the 2nd deck is arranged on the italian roof above the sloping portion, have the gradient (figure upward arrow represent 300) of crossbeam flitch to (crossbeam trend).That is, the angle of bend of the horizontal component of bent beam 44a and sloping portion is identical with the angle of slope of big balk fore-and-aft tilt deck.
In addition, one side of bent beam 44b and 44c (horizontal component) also be arranged in parallel with the floor, brings into play the girder effect of the 1st deck, and described the 1st deck has and the big vertical gradient (the figure upward arrow represents 400) of balk bearing of trend (direction between the beam).Therefore, these horizontal components are positioned at the position lower than the horizontal component of bent beam 44a according to the angle of slope of deck.With the difference of bent beam 44a be that the length of sloping portion of another side is shorter than bent beam 44a.
By the room skeleton of forming by above-mentioned 3 bent beams, have the deck of gradient of arrow 300 and the deck with gradient of arrow 400 and on the connecting line of the sweep summit T2 separately of the sweep summit T1 of bent beam 44a and bent beam 44b and 44c and sweep summit T3, intersect.In more detail, the sweep summit T1 of above-mentioned bent beam 44a is arranged on the starting point that the roof tilts, and sweep summit T2 separately and the sweep summit T3 of bent beam 44b and 44c are arranged on the ridge line on roof.
In the present embodiment, in the PC plate 22a, the 22b that form metope and the inside, roof between PC plate 22c, the 22d, do not need to be provided with the brace summer parts of the bent beam coupling part of supporting bent beam from the below or dividing plate etc., therefore can effectively utilize the inner space, house, and component count is few, and it is easy to construct operation.
[embodiment 6]
The structure of the room skeleton of embodiment shown in Figure 11 is as follows: the side fascia 23a of direction between the beam and and its inner wall panel that is set up in parallel 33 on the triangle of combination between top board 3, build material 5 with beam and move towards parallel bent beam 44a, 44b, the 44c of setting up, and connect 3 bent beam 44a, 44b, 44c with the girder 64 of direction between the beam along crossbeam.Among above-mentioned 3 bent beam 44a, 44b, the 44c, bent beam 44a is erected at the centre of direction between the beam, sets up bent beam 44b, 44c in bent beam 44a bilateral symmetry.
In the erected state of bent beam 44a, 44b, 44c, form the ridge that is equivalent to angle rafter in the room skeleton with the line at the top of each coupling part of connecting bent beam 44a, 44b, 44c.
As mentioned above, set up bent beam 44a, 44b, 44c in the present embodiment, thus bent beam 44a, 44b, coupling part 47a, the 47b of 44c, 47c do not need to resemble be provided in the past the structure supporting bent beam every top board.
The room skeleton of embodiment shown in Figure 12 be make up on the side fascia 23d trapezoidal every top board 1 and and the inner wall panel 33 that is set up in parallel of side fascia 23b on the triangle of combination between top board 3, build material 5 with beam and move towards parallel beam 72a, the 72b that sets up bent beam 44d and its both sides along crossbeam.The end of beam 72a, 72b is installed in trapezoidal ridge every top board 1.Composition and the foregoing description of bent beam 44d are basic identical.In the erected state of above-mentioned 3 beam 44d, 72a, 72b, form the ridge that is equivalent to angle rafter in the room skeleton with the top of the coupling part that connects bent beam 44d and trapezoidal ridge line every top board 1.
As mentioned above, set up bent beam 44d in the present embodiment, so the coupling part 47d of bent beam 44d do not need to use every the top board support, thus do not need to be provided for to support bent beam every top board.
[embodiment 7]
Figure 13 is the expression stravismus key diagram that is applicable to the room cage construction example of italian roof of the present utility model.Figure 14 is the longitudinal section key diagram of the supporting structure of bent beam in the expression room shown in Figure 13 skeleton.
In the present embodiment, the centre of the crossbeam trend of representing with arrow in Figure 13 is provided with the 1st bent beam 44a, and its bilateral symmetry is provided with the 2nd bent beam 44b and the 3rd bent beam 44c, forms the room cage construction thus.
The floor board 51 of forming skeleton floor, room is that a plurality of setting unit sheet materials form on side fascia 23b, the 23c of side fascia 23a, crossbeam trend in direction between the beam and the inner wall panel 33.As shown in figure 14, in the outside of this floor board 51 main body holding components 70 is installed.Around floor board 51, beam holding components 60 is set, the body support structure of being made up of roofing slab 36 further is set on the beam holding components 60 on the inner wall panel 33.Beam holding components 60 be arranged to support bent beam 44a～44c just can, not necessarily be arranged on the entire circumference of floor board 51.
As shown in figure 14, the lower end of each bent beam 44a～44c is built with metal parts 35 by beam and is fixed on the beam holding components 60 that is provided with on the floor board 51.In addition, its upper end is built with metal parts 37 by beam and is fixed on the body support structure 36.On the beam holding components 60 that is provided with along side fascia 23a slope parts 53 are set, described slope parts cut off the inclined-plane by roof slope and form.
As shown in figure 13, between the 1st bent beam 44a, the 2nd bent beam 44b and the 3rd bent beam 44c, girder 64,64 is set respectively along direction between the beam.And, as required,, angle rafter (not diagram) being set along the connecting line L of the sweep of each bent beam 44a～44c, direction is provided with structure members such as rafter and rafter annex between beam.
According to these room cage constructions, can obtain the sufficient mechanical of bent beam 44a～44c, so there is no need other structures such as framework to be set in the inner space, house, therefore can obtain the space on the sufficient floor board 51, can effectively utilize the space in the house in as storage room or room use.
Claims (9)
1, the room cage construction of dwelling house is characterized by: the room cage construction as roof, the slope skeleton of dwelling house comprises: the 1st body support structure of forming the room skeleton; With described the 1st body support structure the 2nd body support structure that distance to a declared goal is provided with of being separated by; Between described the 1st body support structure and the 2nd body support structure, set up the bent beam that is used to support the roof; Described bent beam is made up of horizontal component and sloping portion, described horizontal component and one end parallel with the floor of dwelling house is installed on the 1st body support structure, described sloping portion is connected the other end of described horizontal component with specified angle, and tilt along the deck gradient, its front end is installed on the 2nd body support structure.
2, the room cage construction of dwelling house as claimed in claim 1 is characterized by: the strengthening part that is provided for strengthening these coupling parts between the horizontal component of described bent beam and sloping portion.
3, the room cage construction of dwelling house as claimed in claim 1 or 2 is characterized by: described bent beam is with a plurality of settings of appointed interval, and these bent beams interconnect by the main house beam with vertical square crossing of bent beam.
4, the room cage construction of dwelling house as claimed in claim 3 is characterized by: described bent beam is arranged to make the coupling part of himself to be positioned at the ridge line on roof, and the coupling part that is positioned at the bent beam at center is arranged to be positioned at the starting point on slope, roof.
5, the room cage construction of dwelling house as claimed in claim 4 is characterized by: the outstanding outside, coupling part that is formed on of the horizontal component of the bent beam that is positioned at the center.
6, the room cage construction of dwelling house as claimed in claim 1, it is characterized by: utilize the wall frame of forming by narrow timber to construct the dwelling house main body, and form the 1st body support structure by the wall frame of supporting the dwelling house roof parts, form the 2nd body support structure by wall frame as the residence outer wall wall.
7, the room cage construction of dwelling house as claimed in claim 1, it is characterized by: the dwelling house main body is to construct by frame structures, described frame structures is by post on the pedestal and the beam combination that is erected between the described post are formed, and the 1st body support structure be to form by the brace summer that is arranged on the crossbeam, the 2nd body support structure is to form by the beam that is erected between the described post.
8, the room cage construction of dwelling house as claimed in claim 1, it is characterized by: the main body of constructing dwelling house with precast concrete plank, and form the 1st body support structure with the interior wall precast concrete plank, form the 2nd body support structure with the exterior wall precast concrete plank, wherein said interior wall precast concrete plank is to extend to the roof from the floor, and the support roof, described exterior wall precast concrete plank is used for constructing of residence outer wall.
9, the room cage construction of dwelling house as claimed in claim 1, it is characterized by: stick veneer on the framework two sides that forms by core, form wood based panel, construct the main body of dwelling house with described wood based panel, wherein said wood based panel adopts wood based panel technique for sticking method, is connected each wood based panel with bonding agent and nail etc.; And the 1st body support structure be used to support forming of roof above the inner wall panel by being arranged on every top board, the 2nd body support structure is made up of side fascia.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320102721 CN2685416Y (en) | 2003-10-31 | 2003-10-31 | Residential house framework structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320102721 CN2685416Y (en) | 2003-10-31 | 2003-10-31 | Residential house framework structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2685416Y true CN2685416Y (en) | 2005-03-16 |
Family
ID=34661510
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200320102721 Expired - Lifetime CN2685416Y (en) | 2003-10-31 | 2003-10-31 | Residential house framework structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2685416Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951997A (en) * | 2016-06-14 | 2016-09-21 | 山东省交通规划设计院 | Large-span prestressed double-slope concrete frame |
| CN111155711A (en) * | 2020-01-04 | 2020-05-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
-
2003
- 2003-10-31 CN CN 200320102721 patent/CN2685416Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951997A (en) * | 2016-06-14 | 2016-09-21 | 山东省交通规划设计院 | Large-span prestressed double-slope concrete frame |
| CN111155711A (en) * | 2020-01-04 | 2020-05-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
| CN111155711B (en) * | 2020-01-04 | 2021-10-15 | 宁夏大学 | High-strength wood beam structure of raw soil building |
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Expiration termination date: 20131031 Granted publication date: 20050316 |