CN101024972A - Building with combined structure and its constructing method - Google Patents
Building with combined structure and its constructing method Download PDFInfo
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- CN101024972A CN101024972A CN 200710080291 CN200710080291A CN101024972A CN 101024972 A CN101024972 A CN 101024972A CN 200710080291 CN200710080291 CN 200710080291 CN 200710080291 A CN200710080291 A CN 200710080291A CN 101024972 A CN101024972 A CN 101024972A
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Abstract
The invention provides combination structure building without body structure part enhancement, which inhibits the deformation of the body structure part by the roof part having the frame structure as main structure. The combination structure building is composed of the roof part formed by girders as main structure, RC part for supporting the roof part from beneath which is made of reinforced concrete. The RC part has the opposite walls in a certain interval, and the fastigium setting between the terminals of the wall. The girders has a plurality of horizontal beam set and fixed between the upper terminal sides of the wall. At least a portion of horizontal girder structure containing horizontal beam is formed to enhance at least a terminal side of the upper terminal side of the wall and fastigium.
Description
Technical field
The invention relates to the body structural portion that forms by steel concrete and be building with combined structure and the construction method thereof that roof portion that main structure forms is constituted with the frame structure.
Background technology
Now, when concentrating dwelling house or family building with reinforced concrete building, in a lot of occasions, wall, pillar, crossbeam, flooring plate and roof portion all build with the steel concrete reinforcing bar.
If roof portion builds with steel concrete like this, because its weight increases,, must strengthen pillar, crossbeam and foundations in order to bear the weight of roof portion, thus the increase expense.
In addition, steel concrete is spended time when building not only, and needs curing time, thereby makes claim for eot.
Yet, in patent documentation 1 disclosed building with combined structure, be to suppress the distortion of the body structural portion of top opening, be provided with the tabular enhancing portion of steel concrete system along the upper end of wall.
That is to say that the building with combined structure of patent documentation 1 for the load that acts on building, is to bear with the body structural portion beyond the roof portion.Therefore, must construct from the outstanding enhancing portion of wall with steel concrete, thus cost labour and time.
Patent documentation 1: the spy opens flat 11-336341 communique
Summary of the invention
The purpose of this invention is to provide a kind of by being thereby that the distortion that roof portion that main structure forms suppresses the body structural portion does not need to carry out building with combined structure and the construction method thereof that the body structural portion strengthens with the frame structure.
For reaching above-mentioned purpose, building with combined structure of the present invention comprises: roof portion, and it is by being formed by main structure with the frame structure; With the body structural portion, it is formed by steel concrete, supports described roof portion from the below, it is characterized in that: the configuration of described frame structure plural number, and it has setting up and is fixed in horizontal beam between the upper surface of described body structural portion; And the enhancing structure of at least a portion that comprises described horizontal beam that forms at least one side end face of the upper surface that strengthens described body structural portion.
For example, above-mentioned body structural portion, have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting, the described end face that is enhanced is at least one side in the upper surface of the upper surface of described face wall portion and described gable portion.
Described enhancing structure can form by the described horizontal beam that comprises the upper surface of being fixed in described gable portion.Described enhancing structure also can form by comprising a plurality of described horizontal beam that intersects with the upper surface of described face wall portion.Described enhancing structure also can be the horizontal girder shelf structure, and wherein, described horizontal beam is used as the abdomen post or the post to which the strings of a musical instrument are attached.Described enhancing structure can also be plate truss structure, and wherein, described horizontal beam connects by junction plate.
Described enhancing structure can also be such horizontal girder shelf structure, and wherein, a plurality of described horizontal beam that intersects with the upper surface of described body structural portion is used as the abdomen post, and the post to which the strings of a musical instrument are attached is set to cross between the described horizontal beam; The described post to which the strings of a musical instrument are attached and with the cross part of its a plurality of horizontal beams that intersect, be provided with tie point.
The construction method of described building with combined structure is characterized in that: the mould that is provided for forming described body structural portion; Described mould top is supported with described frame structure, and is fixed in the inboard that described mould is inserted in the lower end of the anchor portion on the described horizontal beam; After in described mould, injecting concrete, described horizontal beam is fixed in the upper surface of formed described body structural portion.
In above the present invention who constitutes, the horizontal beam frame in the described frame structure is located between the upper surface of described body structural portion, and described frame structure is disposed by plural number, and at least a portion of horizontal beam wherein is included in the described enhancing structure.
For example, described body structural portion, have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting, at least one side in the upper surface of the upper surface of described face wall portion and described gable portion is enhanced.
Therefore, for the wind that acts on body structural portion and roof portion, horizontal forces such as earthquake are resisted because body structural portion and roof portion can be used as integrative-structure, thereby be there is no need the body structural portion is strengthened especially.
And, if with the frame structure is that main structure forms roof portion, because it is lighter than the formed roof of steel concrete portion, therefore not only needn't the holding capacity of the vertical direction of body structural portion or foundations be strengthened, but also can reduce the horizontal force that effect of inertia produced of wind or earthquake etc.
In addition, on the described horizontal beam of the upper surface of being fixed in described gable portion, owing to be formed with described enhancing structure, thus can more effectively control the distortion of the gable portion of body structural portion.
And,, thereby can control the distortion of the face wall portion of body structural portion effectively because the described enhancing structure that forms comprises a plurality of described horizontal beam that intersects with the upper surface of described face wall portion.
In addition, if can form so large-scale horizontal girder shelf structure, a plurality of described horizontal beam, the post to which the strings of a musical instrument are attached that intersect the upper surface that its midfield post is described body structural portion are set to cross over described horizontal beam, can form described enhancing structure, the application property excellence in wide scope with a few components so.
And, in the construction method of building with combined structure of the present invention,, promptly above-mentioned horizontal fine strain of millet and described upper surface can be fixed by injecting the upper surface that concrete forms above-mentioned body structural portion, application property is good.
Description of drawings
Fig. 1 is the phantom drawing of the summary formation of the building with combined structure of expression best mode for carrying out the invention.
The sectional drawing that Fig. 2 describes for the formation to the building with combined structure of best mode for carrying out the invention.
The sectional drawing that Fig. 3 describes for the fixing means to RC portion and horizontal beam.
Fig. 4 is the being seen plan view in the top from horizontal beam of embodiment 1.
Fig. 5 is the profile of A-A line direction among Fig. 4.
Fig. 6 is the phantom drawing of the enhancing structure of the horizontal beam among the expression embodiment 1.
Fig. 7 is the phantom drawing of other enhancing structures of the horizontal beam among the expression embodiment 1.
Fig. 8 is the being seen plan view in the top from horizontal beam of embodiment 2.
The specific embodiment
Below, consult accompanying drawing, preferred forms of the present invention is described.
Fig. 1 is the phantom drawing of the summary formation of the building with combined structure 1 of demonstration present embodiment.
At first, begin explanation from formation.The building with combined structure 1 of present embodiment is mainly by being the roof portion 2 that forms of main structure with the frame structure and being that RC portion 30 constitutes from the body structural portion of supported underneath roof portion 2.
Described RC portion 30 as the part of opposing external force is made of steel concrete, mainly by body of wall portion 31, and column (not shown), fine strain of millet (not shown) greatly, flooring portion 33 formations such as (consulting Fig. 3).
Omitted near the diagram of the truss 20 building with combined structure 1 central portion among Fig. 1, in fact on face wall 31b extended line, be provided with truss 20 by certain interval plural number.
Described truss 20 is by forming trussed construction as the horizontal beam 21 of the following post to which the strings of a musical instrument are attached, the batter post 23 that the two ends of horizontal beam 21 and rafter wood 22 coupled together by the set rafter wood 22 of the gradient on roof and by junction plate 24 etc. etc.
And, in the truss roof portion 2 as shown in Figure 2, be equipped with roof bed board 2a above the rafter wood 22, be provided with roofing tile 2b above the roof bed board 2a.
The roof portion 2 that constitutes like this is because the truss 20 that is constituted with timber or light-duty gagger material etc. is a main structure, than light with the formed roof of steel concrete.
The medial surface of wall portion 31 (311,312) and the 3c of exterior wall portion is provided with heat-barrier material 4, and the indoor is provided with inwall 3a.
In addition, as shown in Figure 3, the upper surface 34 of RC portion 30 and the horizontal beam 21 of truss 20 are fixed by the anchor bolt 6 as anchor portion.
Described anchor bolt 6, head are fixed on the horizontal beam 21, and it is also outstanding downwards with pallet 5 that truss is run through in the lower end, and this outstanding lower end is embedded in the wall portion 311 (31), and horizontal beam 21 is fixed on the upper surface 34 thus.
When building the building with combined structure 1 of structure like this, at first, mould 7 is set and supports protective material 72 and inject that steel concrete is constructed flooring portion 33 and vertically downward wall portion 312 from its end.
When the concrete curing of flooring portion 33 after prescribed strength is arranged, above flooring portion 33, vertically be provided with and support protective material 72 and 74, be provided for forming the mould 7 and 7 of the interior lateral surface of wall portion 311 in the above.
By mould 7 and 7 is not expanded by the concrete side pressure that build its inside, fetter with constraint parts 71.
In addition, the upper surface of the mould 7 in the outside vertically is provided with little wall 75, and the side is fixed with microscler truss pallet 5 within it.The top of this pallet 5 of truss is provided with the end of the horizontal beam 21 of truss 20.
Anchor bolt 6 from the end of described horizontal beam 21 towards truss with the direction of pallet 5 insert logical after, be accommodated in the inside of mould 7 and 7 from the lower end of truss outstanding anchor bolt 6 below pallet 5.
Under such state, in the mould 7,7 that is provided with reinforcing bar (not shown), inject concrete, be poured into truss below pallet 5 always.
When concrete setting behind prescribed strength, remove and support hawser 73 and support protective material 76, and dismantle mould 7 and 7.
In addition, the end of the horizontal beam 21 of truss 20 is embedded in anchor bolt 6 in the wall portion 311 when being fixed on upper surface 34, also is supported from the below.
Like this, if the horizontal beam 21 of truss 20 is fixed on the upper surface 34 of RC portion 30, the load that acts on RC portion 30 so also can be passed to truss 20, so the distortion of the top peristome of RC portion 30 can be inhibited.
And, as shown in Figure 4, horizontal beam 21 is strengthened, can reduce the bulk deformation of building with combined structure 1 significantly.
Fig. 4 represented to act on gable 31a vertical direction horizontal force X and act on the horizontal force Y of the vertical direction of face wall 31b.These horizontal forces are by caused active forces that acts on the building with combined structure 1 such as wind, earthquakes.
At described horizontal force X, in order to suppress the distortion of building with combined structure 1, as long as the horizontal beam 21A that will make progress set along the extended line top of the upper surface 34 of gable 31a, form the horizontal girder shelf structure with adjacent horizontal beam 21B as the post to which the strings of a musical instrument are attached, get final product as strengthening structure with the setting of this horizontal beam 21A almost parallel.
31b is the same with face wall, between the upper surface 34 of this horizontal beam 21A and gable 31a, truss pallet (not shown) truss by crossing over total length is fixed on horizontal beam 21A on the gable 31a, therefore, the load that acts on the gable 31a can send horizontal beam 21A to.
Then, between 2 horizontal beam 21A, 21B that are parallel to each other, abdomen post 83 and short column 84 are set up in leap, the two ends of abdomen post 83 and short column 84 respectively with horizontal beam 21A, 21B is connected, horizontal beam 21A on the gable 31a will become the horizontal girder shelf structure and be strengthened, and improve rigidity, can suppress to do caused distortion of time spent by horizontal force X.
In addition, during the connection of horizontal girder shelf structure, if horizontal beam 21, abdomen post 83, the structure member of short column 84 grades is a timber, can connect by nail, bolt or junction plate, if the words of gagger material can connect with electric welding or bolt.
Simultaneously, at horizontal force Y, for suppressing the distortion of building with combined structure 1, the truss of the elongated member that will dispose on the extended line of the upper surface 34 of face wall 31b is with the side of pallet 5 as the post to which the strings of a musical instrument are attached, with truss with pallet 5 almost parallels the opposing party's the post to which the strings of a musical instrument are attached 81 is set, the horizontal beam 21A of the plural number that will intersect vertically with the pallet 5 and the post to which the strings of a musical instrument are attached 81 with truss, 21B is as short column, set up abdomen post 82 between described horizontal beam 21A, 21B and the 21B, each parts connects the back and forms trussed construction at the contact place, and it is reached the purpose that suppresses distortion as strengthening structure.
Enhancing structure as described in shown in Fig. 5 (profile of the A-A line direction of Fig. 4), by the following truss that is arranged on horizontal beam 21 with pallet 5 and be arranged on horizontal beam 21 the top post to which the strings of a musical instrument are attached 81, and horizontal beam 21 and abdomen post 82 formed.
Therefore, because horizontal beam 21 and truss are fixed on the upper surface 34 of face wall 31b by anchor bolt 6 with pallet 5, face wall 31b is enhanced, and rigidity improves, and can suppress to do caused distortion of time spent by horizontal force Y.
The described enhancing structure of utilizing horizontal beam 21 also can be provided with around the upper surface 34 of RC portion 30 as shown in Figure 4.But, construct other RC portion 30 (not having to illustrate) in abutting connection with ground with this RC portion 30 if etc. the enhancement measures of adjacent sides there is no need, can omit and construct this part.
Secondly, the effect to the building with combined structure 1 of present embodiment describes.
So in the building with combined structure 1 that constitutes, at least one side end face for the upper surface 34 of the face wall 31b that strengthens RC portion 30 and gable 31a, be formed with the horizontal girder shelf structure, at least a portion that is included in the horizontal beam 21 in the truss 20 is comprised in this horizontal girder shelf structure.
Therefore, for horizontal force X, the Y of the wind that acts on RC portion 30 and roof portion 2, earthquake etc., RC portion 30 and roof portion 2 can be used as integrative-structure and resist, so there is no need RC portion 30 is carried out extra enhancing.
Be that the roof portion 2 that main structure forms is a lightweight structures particularly, not only therefore can reduce caused inertia force such as wind, earthquake, and there is no need the enhancement measures that RC portion 30 and foundations for the portion of giving support to a roof 2 strengthen its cross dimensions with truss 20.
The roof of constructing with steel concrete the time, or need spended time, or the invar reinforced concrete can't carry out indoor interior decoration and construct because indoor supported post etc. are occupied before finishing between curing time, thereby make claim for eot because of template is set.Yet the building with combined structure 1 of present embodiment is supported on truss 20 after the wall portion 31, and the construction of roof portion 2 and indoor construction can be carried out simultaneously, thus reduction of erection time significantly.
And, the building with combined structure 1 of present embodiment, the part that sound insulation wherein, durability, fire line, shock resistance etc. are had relatively high expectations is constructed by steel concrete, can guarantee high-quality.
Simultaneously, will be arranged on horizontal beam 21 on the upper surface 34 of gable 31a as the formed horizontal girder shelf structure of the post to which the strings of a musical instrument are attached, inhibitory action is in the distortion of the caused RC of the horizontal force X of gable 31a vertical direction portion 30 effectively.
And, the horizontal beam 21 of the plural number on the perpendicular direction of extended line direction that is arranged on the upper surface 34 of face wall 31b as the formed horizontal girder shelf structure of short column (abdomen post), can be suppressed because the distortion of the caused RC of the horizontal force Y portion 30 of the perpendicular directive effect of face wall 31b.
The enhancing structure of utilizing horizontal beam 21 to form like this is used in the roof portion 2, can reach effective enhancing effect with a spot of material.
Simultaneously, only need make the lower end of anchor bolt 6 outstanding in advance, pour the upper surface 34 that concrete forms RC portion 30 into, fixedly upper surface 34 and horizontal beam 21, workability excellence from the below of horizontal beam 21.
Below, describe at the embodiment 1 of above-mentioned embodiment.Content that has illustrated in the above-described embodiment and same and even impartial part adopt prosign to describe.
In the above-described embodiment, utilized the trussed construction of horizontal beam 21 formation levels as strengthening structure.But, will the enhancing structure of other forms be described at present embodiment 1.
Fig. 6 is 3 kinds of phantom drawings that strengthen structure that utilized horizontal beam 21.
Fig. 6 (a) be illustrated between the horizontal beam 21 and 21 that almost parallel arranges, undulate is provided with the enhancing structure chart that a plurality of abdomen posts 85 constitute lattice coral modes.The two ends of described a plurality of abdomen posts 85 are connected the side of horizontal beam 21 and 21.
As method of attachment,, can connect by nail or junction plate if horizontal beam 21 and abdomen post 85 are timber; If horizontal beam 21 and abdomen post 85 are gaggers, can connect by electric welding or bolt.
Fig. 6 (b) is illustrated between the horizontal beam 21,21 that almost parallel arranges the enhancing structure chart that junction plate 86 constitutes the plate girder modes is set.The medial surface of the side of described junction plate 86 and horizontal beam 21,21 can be with being connected with the matched method of the material of parts.
Fig. 6 (c) be illustrated in horizontal beam 21,21 that almost parallel arranges below the enhancing structure chart that junction plate 87 constitutes the plate girder modes is set.Described junction plate 87 be connected horizontal beam 21,21 below.
Fig. 7 is the phantom drawing that expression has utilized other enhancing structures of horizontal beam 21.
Fig. 7 (a) is illustrated between the horizontal beam 21,21 that almost parallel arranges, and when being obliquely installed a plurality of abdomen post 85, horizontal beam 21,21 below a plurality of ceiling joists 88, the enhancing structure chart of formation lattice coral mode is set.Described ceiling joist 88 is used to install ceiling.The two ends of described a plurality of abdomen posts 85 are connected the side of horizontal beam 21,21.
Fig. 7 (b) is the enhancing structure chart of the plate girder mode that constituted of junction plate 89 that a plurality of horizontal beams 21 that expression is arranged across almost parallel are provided with in the above.Described junction plate 89 is provided with according to following mode: with the direction of a plurality of horizontal beam 21 approximate vertical, be connected the post to which the strings of a musical instrument are attached 891 and truss with pallet 5.The described post to which the strings of a musical instrument are attached 891 is erected at above a plurality of horizontal beams 21, and described truss is fixed on the face wall 31b with pallet 5.
If described junction plate 89 has thickness sufficient, enough big rigidity, the described post to which the strings of a musical instrument are attached 891 can omit.
Like this, utilize the horizontal beam 21 of the component parts of truss 20, can select optimum structure, thus the enhancing structure that obtains expecting.
For other formation and action effect, big with above-mentioned embodiment to identical, omit its explanation at this.
Below, consult Fig. 8 embodiment 2 is described.Content that has illustrated in the above-mentioned embodiment and same and even impartial part adopt prosign to describe.
In present embodiment 2, truss is used as the post to which the strings of a musical instrument are attached of truss with pallet 5, one end of the horizontal truss post to which the strings of a musical instrument are attached 91,91 is connected with the two ends of this truss with pallet 5 respectively, and its other end is butt joint mutually on the set horizontal beam 21 in the substantial middle position of building with combined structure 1.
In addition, the other end of the abdomen post 92,92 that an end is connected with the horizontal truss post to which the strings of a musical instrument are attached 91,91 respectively midway, butt joint mutually on the position that truss overlaps with pallet 5 and horizontal beam 21.
Herein by the horizontal truss post to which the strings of a musical instrument are attached 91 and 91, abdomen post 92 and 92 and the trussed construction that constituted with pallet 5 and horizontal beam 21 of truss in, its a plurality of tie points 93 need not be provided with a plurality of horizontal beams 21 of all intersections, but tie point 93 is set in the position of working as trussed construction, as shown in Figure 8.
Described tie point 93, the size etc. that can increase number of bolts as required or strengthen metal fittings is to increase its bonding strength.
Simultaneously in Fig. 8, form the face wall 31b of horizontal girder shelf structure and the face wall 31b of offside and also be provided with tie point 93,93 and 93, therefore, this horizontal girder shelf structure can resistant function in the horizontal force Y of face wall 31b and any side of 31b.
Though in Fig. 8, only on the face wall 31b of a side, be provided with the horizontal girder shelf structure, be not only to be limited to this, also can on face wall 31b, the 31b of both sides, the horizontal girder shelf structure be set.
And, for suppressing the horizontal girder shelf structure that gable 31a distortion is provided with, also can adopt same structure.
Adopt the method that forms large-scale horizontal truss, can form on a large scale with a spot of parts and strengthen structure, workability is superior.
And, constitute the horizontal beam 21 of horizontal girder shelf structure and the different strength of parts that other the horizontal beam that does not constitute the horizontal girder shelf structure 21 can adopt, good economy performance.
Other compositions and action effect thereof, roughly the same with above-mentioned embodiment or embodiment 1, omit its explanation at this.
More than, consult accompanying drawing embodiments of the invention are described in detail, still, embodiment is an illustration of the present invention, and the present invention is not limited to the structure of embodiment, all is not contained among the present invention so long as do not break away from design alteration in the scope of purport of the present invention etc.
For example, in the above-described embodiment, the gable portion of body structural portion is illustrated as the situation of face wall 31b as gable 31a, face wall portion.But be not only to be limited to this, also can gable portion as vertical beam, face wall portion sets up the horizontal beam 21 of frame structure as crossbeam between the upper surface of this crossbeam.Simultaneously, the plan view of building with combined structure 1 is not limited only to rectangle, also can adopt square or not have the polygon of right angle portion.
And, in above-mentioned enforcement state, the roof portion that is formed by the triangle roof is illustrated.But be not only to be limited to this, roof portion also can be the roof that is four domatic shapes all around, and perhaps the gable of the steel concrete situation that always extends to the rafter wood lower end that forms the triangle roof also goes for the present invention.
Simultaneously, in the above-described embodiment, with pallet 5 that horizontal beam 21 and upper surface 34 is fixing by truss.But being not only to be limited to this, also can be the structure that horizontal beam 21 directly is fixed on upper surface 34.In this case, if wall portion 31 and do not have illustrated vertical beam or crossbeam as the post to which the strings of a musical instrument are attached of horizontal girder shelf structure.
And in the above-described embodiment, head is fixed on the lower end of the anchor bolt of horizontal beam 21 and gives prominence to pallet 5 from truss, and is fixed in upper surface 34.But be not only to be limited to this, can horizontal beam 21 be connected in the truss that is fixed on upper surface 34 with pallet 5 yet with bolt etc., thus indirectly with the horizontal beam indirect securement in the upper surface 34.
Simultaneously, in the above-mentioned embodiment, the example that the truss 20 of two equilateral triangle shapes is used as frame construction is illustrated.But be not limited only to this, the truss of the square shape of right angle trigonometry shape, triangle that the left and right sides gradient is different, trapezoidal and rectangle etc. also can be used as the frame construction body and function.
And, in the above-mentioned embodiment, after anchor bolt 6 is set, builds the concrete that forms wall portion 311 usefulness, the top of anchor bolt 6 is buried underground with upper surface 34.But be not limited only to this, also can after construct wall portion 311, wear and beat fixing hole and anchor bolt 6 is screwed in fixing hole.
Claims (8)
1, a kind of building with combined structure comprises:
Roof portion, it is by being formed by main structure with the frame structure; With
The body structural portion, it is formed by steel concrete, supports described roof portion from the below,
It is characterized in that:
The configuration of described frame structure plural number, it has setting up and is fixed in horizontal beam between the upper surface of described body structural portion; And the enhancing structure of at least a portion that comprises described horizontal beam that forms at least one side end face of the upper surface that strengthens described body structural portion.
2, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting; And
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion.
3, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting;
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion; And
Described enhancing structure comprises the described horizontal beam of the upper surface of being fixed in described gable portion.
4, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting;
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion; And
Described enhancing structure comprises a plurality of described horizontal beam that intersects with the upper surface of described face wall portion.
5, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting;
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion; And
Described enhancing structure is the horizontal girder shelf structure, and wherein, described horizontal beam is as the abdomen post or the post to which the strings of a musical instrument are attached.
6, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting;
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion; And
Described enhancing structure is a plate truss structure, and wherein, described horizontal beam connects by junction plate.
7, building with combined structure according to claim 1, it is characterized in that wherein said body structural portion have at certain intervals relatively to face wall portion and between the end of described face wall portion institute extend the gable portion of setting;
The described end face that is enhanced is at least one side end face in the upper surface of the upper surface of described face wall portion and described gable portion; And
Described enhancing structure is the horizontal girder shelf structure, and wherein, a plurality of described horizontal beam that intersects with the upper surface of described body structural portion is as the abdomen post, and the post to which the strings of a musical instrument are attached is set to cross between the described horizontal beam; The described post to which the strings of a musical instrument are attached and with the cross part of its a plurality of horizontal beams that intersect, be provided with tie point.
8,, it is characterized in that wherein said construction method comprises according to each described building with combined structure in the claim 1 to 7:
Be provided for forming the engineering of the mould of described body structural portion;
The engineering of the inboard of described mould is inserted in the lower end of described frame structure being supported described mould top and will being fixed in the anchor portion on the described horizontal beam;
In described mould, inject concrete, described horizontal beam be fixed in the engineering of the upper surface of formed described body structural portion.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2006046382 | 2006-02-23 | ||
| JP2006046382A JP2007224586A (en) | 2006-02-23 | 2006-02-23 | Composite structural building and method of constructing composite structural building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101024972A true CN101024972A (en) | 2007-08-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710080291 Pending CN101024972A (en) | 2006-02-23 | 2007-02-16 | Building with combined structure and its constructing method |
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|---|---|
| JP (1) | JP2007224586A (en) |
| CN (1) | CN101024972A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011431B (en) * | 2009-09-07 | 2014-07-23 | 李立恒 | Building structure combining foaming cement and lightweight steel |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5796904B2 (en) * | 2012-12-22 | 2015-10-21 | 修一 須賀 | Building |
| JP7350502B2 (en) * | 2019-04-15 | 2023-09-26 | 数臣 和久田 | Detached houses and their construction methods |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0233818B2 (en) * | 1984-06-12 | 1990-07-31 | Tadashi Mihara | KOZOYODANNETSUPANERUOMOCHIITADANNETSUKOZOBUTSUTOSONOKOCHIKUHOHO |
| JPS62170679A (en) * | 1986-01-21 | 1987-07-27 | 大成建設株式会社 | Opening and closing type roof structure |
-
2006
- 2006-02-23 JP JP2006046382A patent/JP2007224586A/en active Pending
-
2007
- 2007-02-16 CN CN 200710080291 patent/CN101024972A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011431B (en) * | 2009-09-07 | 2014-07-23 | 李立恒 | Building structure combining foaming cement and lightweight steel |
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| Publication number | Publication date |
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| JP2007224586A (en) | 2007-09-06 |
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