JP3117617B2 - Slope roof method of concrete house and jig used for the method. - Google Patents
Slope roof method of concrete house and jig used for the method.Info
- Publication number
- JP3117617B2 JP3117617B2 JP07098273A JP9827395A JP3117617B2 JP 3117617 B2 JP3117617 B2 JP 3117617B2 JP 07098273 A JP07098273 A JP 07098273A JP 9827395 A JP9827395 A JP 9827395A JP 3117617 B2 JP3117617 B2 JP 3117617B2
- Authority
- JP
- Japan
- Prior art keywords
- jig
- ridge
- roof
- section
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【０００１】[0001]
【産業上の利用分野】 本発明はコンクリート住宅の勾
配屋根工法とその工法に用いるジグに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sloped roof method for a concrete house and a jig used for the method.
【０００２】[0002]
【従来の技術】 コンクリート住宅は、暴風雨や火災の
類焼に強いことから需要が高まりつつある。従来のコン
クリート住宅は平屋根型のものが主流を占めていたが、
最近は美観上の理由で寄棟型、片勾配型などの勾配屋根
をもつコンクリート住宅が好まれる傾向にある。2. Description of the Related Art Demand for concrete houses is increasing due to their resistance to storms and fires. Conventional concrete houses were mainly of the flat roof type,
Recently, for aesthetic reasons, concrete houses with sloped roofs, such as ridge-type or single-slope types, tend to be preferred.
【０００３】従来のコンクリート住宅の勾配屋根工法
は、従来の木造軸組構造の組み立てと同様の手法で、現
場において大工職人がコンクリート型枠となる屋根型軸
組を組み立てていたから、大工職人の手を必要とし、工
期に長日数を要する欠点があった。In a conventional sloped roof method for a concrete house, a carpenter assembles a roof frame as a concrete formwork at a site by a method similar to the conventional method of assembling a wooden frame structure. There is a disadvantage that it requires a long period of time for construction.
【０００４】[0004]
【発明が解決しようとする課題】 これに対し本発明
は、現場における大工職人を必要とせず、現場において
測量機械、巻尺等の計測器具を用いなくても所定の勾配
が得られ、大引等の部材を繰り返し使用することができ
て、しかも、屋根型軸組の組み立てと分解作業が容易か
つ速やかに行うことのできる、コンクリート住宅の勾配
屋根工法とその工法に用いるジグの提供を解決課題とす
る。On the other hand, the present invention does not require a carpenter at the site, and a predetermined gradient can be obtained without using a measuring instrument such as a surveying machine or a tape measure at the site. The purpose of the present invention is to provide a sloped roof method for a concrete house and a jig used for the method, in which the members can be repeatedly used and the assembling and disassembling of the roof frame can be easily and quickly performed. I do.
【０００５】[0005]
【課題を解決するための手段】本発明の工法に用いるジ
グは、勾配屋根の稜線を支える棟大引と稜線を構成する
二つの勾配面を支える左右の大引との交点部を３本の鉛
直方向のポールにより支承するためのジグであって、コ
字形横断面をもつ棟大引支承部と、その棟大引支承部か
ら左右両側へ所定の傾斜角をもって伸びコ字形横断面を
もつ左右の大引支承部と、上記三つの支承部の下に設け
られ３本のポールの各上端部と嵌合する３個の筒部と、
上記各部を一体に結合する結合部とを有することを特徴
としている。The jig used in the construction method of the present invention is composed of three intersections between a ridge that supports a ridge line of a sloped roof and left and right ridges that support two slopes forming the ridge line. A jig for supporting with a vertical pole, a large wing support section having a U-shaped cross section, and a left and right side having a U-shaped cross section extending from the wing large support section to the right and left sides with a predetermined inclination angle A large pulling support portion, and three cylindrical portions provided below the three support portions and fitted to respective upper end portions of the three poles;
And a connecting part for integrally connecting the respective parts.
【０００６】また、本発明の工法に用いるジグは、勾配
屋根の稜線を支える棟大引と稜線を構成する二つの勾配
面を支える左右の大引との交点部を３本の鉛直方向のポ
ールにより支承するためのジグであって、第１のコ字形
横断面をもつ棟大引支承部と、上記第１のコ字形の底面
を第１の勾配に保持するためのＬ字形縦断面をもつ第１
の勾配形成部と、上記Ｌ字形の底面から下方へ向けて設
けられた第１の筒部と、第２のコ字形横断面をもつ左右
一対の大引支承部と、上記第２のコ字形の底面を第２の
勾配に保持するためのＬ字形縦断面をもつ第２の勾配形
成部と、上記Ｌ字形の底面から下方へ向けて設けられた
左右一対の第２の筒部とが一体に形成されたことを特徴
としている。[0006] The jig used in the method of the present invention comprises three vertical poles at the intersection of a ridge pull supporting the ridge of the sloped roof and left and right pulls supporting the two slopes forming the ridge. Jig having a first U-shaped cross-section and an L-shaped vertical cross-section for holding the first U-shaped bottom surface at a first slope. First
A first cylindrical portion provided downward from the bottom surface of the L-shape, a pair of left and right large support members having a second U-shaped cross section, and the second U-shaped portion A second gradient forming portion having an L-shaped vertical section for holding the bottom surface of the second gradient at a second gradient, and a pair of left and right second cylindrical portions provided downward from the L-shaped bottom surface are integrated with each other. It is characterized by being formed in.
【０００７】また、本発明のコンクリート住宅の勾配屋
根工法は、勾配屋根の屋根形軸組において、勾配屋根の
稜線を支える棟大引と稜線を構成する二つの勾配面を支
える左右の大引との交点部に請求項１又は２に記載のジ
グを配設し、これら各ジグを床面上に鉛直に立設したポ
ールを用いて支承し、次いでその屋根型軸組の上にコン
クリート型枠を形成するパネル材を一面に張設し、次い
でそのパネル材の上に生コンクリートを流し込んで勾配
屋根のコンクリート躯体を形成することを特徴としてい
る。[0007] The sloped roof construction method for a concrete house according to the present invention is characterized in that, in a roof frame of a sloped roof, a ridge bridge supporting a ridgeline of the sloped roof and a left and right pulley supporting two slopes forming the ridgeline. 3. A jig according to claim 1 or 2 is disposed at an intersection of the jigs, and each of the jigs is supported using a pole vertically erected on a floor surface, and then a concrete formwork is mounted on the roof frame. Is characterized in that a panel material forming the above is stretched over the entire surface, and then ready-mixed concrete is poured onto the panel material to form a concrete frame of a sloped roof.
【０００８】[0008]
【作用】本発明のジグは、コ字形横断面を有する棟大引
支承部や大引支承部が、それぞれ屋根型軸組を構成する
棟大引や大引等の傾斜部材を支承し、円筒部が、伸縮調
節機構つきポールの上端に嵌め込まれて、多数本のポー
ルが屋根全体を支える。ポールを鉛直に立てるだけで屋
根勾配が一義的に定まる。According to the jig of the present invention, a large wing support portion having a U-shaped cross section supports a sloping member such as a large wing or a large wing which constitutes a roof type frame. The part is fitted on the top of a pole with a telescopic adjustment mechanism, and a number of poles support the entire roof. Just standing the pole vertically will determine the roof slope uniquely.
【０００９】[0009]
【実施例】まず、本発明のジグとともに用いられる第１
のジグＧ１について説明する。図１〜図３は、それぞれ
この第１のジグの斜視図、正面図、中央縦断面図であ
る。このジグＧ１は鋼板および鋼円筒が溶接により接合
されて一体化されたものである。水平板１の下面に円筒
部２が設けられ、この水平板１と垂直板３により勾配が
規定される傾斜板４を底面とするコ字形横断面の大引支
承部６が設けられている。この大引支承部６は傾斜板４
の左右両辺が垂直に立ち上る左右両側部５Ａ、５Ｂより
成り、両側部５Ａ、５Ｂには所定の位置関係をもつ幾つ
かのピン孔７…７が穿設されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, the first jig used with the jig of the present invention is described.
The jig G1 will be described. 1 to 3 are a perspective view, a front view, and a central longitudinal sectional view of the first jig, respectively. The jig G1 is formed by joining a steel plate and a steel cylinder together by welding. A cylindrical portion 2 is provided on the lower surface of the horizontal plate 1, and a large support member 6 having a U-shaped cross section having a bottom surface formed by an inclined plate 4 having a gradient defined by the horizontal plate 1 and the vertical plate 3 is provided. The large pulling bearing 6 is composed of an inclined plate 4
The left and right sides of the right and left sides of the right and left sides 5A and 5B are vertically formed, and several pin holes 7 ... 7 having a predetermined positional relationship are formed in the both sides 5A and 5B.
【００１０】この第１のジグＧ１の使用方法を簡単に説
明する。図１３に示すように、勾配屋根を支える大引３
０と、それを支承する鉛直方向のポール３１を第１のジ
グＧ１が連結する。ポール３１は上下両端にフランジ３
５を有し、このフランジ３５がジグＧ１の水平板１に当
接し、ジグＧ１の円筒部２がポール３１の筒内に嵌り込
む。また、ジグＧ１の大引支承部６のコ字形内に大引３
０が嵌り込みピンにより係止される。A method of using the first jig G1 will be briefly described. As shown in FIG.
The first jig G1 connects 0 to the vertical pole 31 that supports it. The pole 31 has flanges 3 on both upper and lower ends.
The flange 35 contacts the horizontal plate 1 of the jig G <b> 1, and the cylindrical portion 2 of the jig G <b> 1 fits into the cylinder of the pole 31. Also, in the U-shape of the large bearing portion 6 of the jig G1, the large
0 is locked by the fitting pin.
【００１１】図４に本発明にかかるジグ（第２のジグ）
Ｇ２の上方よりみた斜視図を示し、図５にそれを下方よ
りみた斜視図を示し、図６に正面図を示し、図７に平面
図を示し、図８に中央縦断面図（Ａ−Ａ′断面）を示
す。FIG. 4 shows a jig (second jig) according to the present invention.
FIG. 5 shows a perspective view of G2 as viewed from above, FIG. 5 shows a perspective view of it as viewed from below, FIG. 6 shows a front view, FIG. 7 shows a plan view, and FIG. 8 shows a central longitudinal sectional view (AA). 'Section).
【００１２】このジグＧ２も鋼板および鋼円筒が溶接に
より一体化されたものである。全体構造は、棟大引支承
部８を中心にその左右両側に大引支承部９Ａ、９Ｂが連
結されて、全体として鳥が翼をひろげたような形になっ
ており、平面図に表われている通り左右の大引支承部９
Ａ、９Ｂの軸方向のなす角は９０°である。棟大引支承
部８の軸方向のなす角は、この実施例では４５°である
が、必ずしも４５°とは限らず、これは屋根の形状によ
り定まる。The jig G2 is also formed by integrating a steel plate and a steel cylinder by welding. The overall structure is such that the birds spread their wings as a whole, with the large wing bearings 9A and 9B connected to the left and right sides of the wing large bearing support 8 as a center, as shown in the plan view. As you can see, the left and right large bearing parts 9
The angle between A and 9B in the axial direction is 90 °. In this embodiment, the angle formed by the large building support portion 8 in the axial direction is 45 °, but is not necessarily 45 °, which is determined by the shape of the roof.
【００１３】棟大引支承部８は、ポールが嵌合される円
筒部１０の軸心の垂直面に対し所定の傾斜角θ2 をもつ
第１の傾斜板１１と、この傾斜板１１を底面とし、その
左右両側辺が立ち上がった左右両側部１２Ａ、１２Ｂよ
り構成されている。第１の傾斜板１１は、円筒部１０と
垂直な水平板１３と垂直板１４により支持され、その勾
配θ2 が規定されている。The large support member 8 includes a first inclined plate 11 having a predetermined inclination angle θ 2 with respect to a vertical plane of the axis of the cylindrical portion 10 into which the pole is fitted, and a bottom surface formed by attaching the inclined plate 11 to the bottom surface. And left and right sides 12A, 12B of which the left and right sides stand up. The first inclined plate 11 is supported by the cylindrical portion 10 and the vertical horizontal plate 13 and the vertical plate 14, the slope theta 2 is defined.
【００１４】大引支承部９Ａ（９Ｂ）は、ポールが嵌合
される円筒部１５の軸心の垂直面に対し所定の傾斜角θ
1 をもつ第２の傾斜板１６と、この傾斜板１６を底面と
しその左右両側辺が立ち上った左右両側部１７Ａ、１７
Ｂより構成されている。第２の傾斜板１６は、円筒部１
５と垂直な水平板１８と垂直板１９により支持され、そ
の勾配θ1 が規定されている。The large pulling bearing 9A (9B) has a predetermined inclination angle θ with respect to a vertical plane of the axis of the cylindrical portion 15 to which the pole is fitted.
1 and two left and right side portions 17A, 17 having the inclined plate 16 as a bottom surface and having left and right sides thereof rising.
B. The second inclined plate 16 includes the cylindrical portion 1.
5 is supported by a horizontal plate 18 and a vertical plate 19, and the gradient θ 1 thereof is defined.
【００１５】棟大引支承部８の左右両側部１２Ａ、１２
Ｂおよび大引支承部９Ａ（９Ｂ）の左右両側部１７Ａ、
１７Ｂには、それぞれいくつかのピン孔が穿設されてい
る。寄棟造りの互いに隣接する傾斜屋根の勾配が、両方
とも例えば十分の三と相等しい場合、左右の大引支承部
９Ａ、９Ｂの傾斜板１６の傾斜角は相等しくθ1 であ
る。The left and right sides 12A, 12 of the large building support section 8
B and the left and right sides 17A of the large bearing portion 9A (9B),
17B is provided with several pin holes. Slope of the inclined roof adjacent the hipped building is the case both for example equal to each other and sufficient three, left and right Obiki bearing 9A, the inclination angle of the inclined plate 16 of 9B is a phase equal theta 1.
【００１６】θ1 ＝ｔａｎ -1 （３／１０） 当然ながら棟大引支承部８の第１の傾斜板１１の傾斜角
θ2 はθ1 よりも小さい。Θ 1 = tan −1 (3/10) Naturally, the inclination angle θ 2 of the first inclined plate 11 of the large wing support portion 8 is smaller than θ 1 .
【００１７】次に、本発明の工法の実施例を説明する。
図９に、寄棟造りの室内から天井を見上げた逆平面図の
模式図を示し、図１０に、立面図の縦断面図（図９のＡ
−Ａ′断面）の概要図を示す。Next, an embodiment of the method of the present invention will be described.
FIG. 9 is a schematic view of an inverted plan view looking up at a ceiling from the interior of a ridge-built room, and FIG. 10 is a vertical sectional view of an elevation view (A in FIG.
-A 'cross section) is shown.
【００１８】屋根を構成する４面の傾斜面２１、２２、
２３、２４の綾線２５、２６、２７、２８、２９に沿っ
て棟大引が設けられ、各傾斜面の最大傾斜線に適宜間隔
で大引３０…３０が配設されて屋根型軸組が構成され
る。大引３０…３０を支承するため適宜間隔で第１のジ
グＧ１（○印で表わす）が配設されてそれぞれがポール
３１で支えられ、棟大引と大引の交点部を支承するため
第２のジグＧ２（◎で表わす）が配設され、それぞれが
３本のポールで支えられる。なお、大棟に沿う３箇所
（●で表わす）には他のジグが用いられるが、その説明
は省略する。The four inclined surfaces 21 and 22 constituting the roof
Buildings are provided along the twill lines 25, 26, 27, 28, and 29 of 23 and 24, and the large-scale pulleys 30... Is configured. First jigs G1 (represented by circles) are provided at appropriate intervals to support the pulleys 30... 30 and each is supported by a pole 31. Two jigs G2 (represented by ◎) are provided, each supported by three poles. Other jigs are used at three locations (represented by ●) along the main building, but their description is omitted.
【００１９】このような屋根型軸組の上に、パネル材３
２・・・・３２が隙間なく一面に張設される。このパネル材
３２は、規格化された所定寸法の長方形または台形であ
って、傾斜面２１についての張設例を図１１に示す。The panel material 3 is placed on such a roof type frame.
.. 32 are stretched over the entire surface without any gap. The panel member 32 is a standardized rectangular or trapezoidal shape having a predetermined dimension, and FIG. 11 shows an example of extending the inclined surface 21.
【００２０】図１２にパネル材３２の実施例の斜視図を
示す。通常のコンクリート型枠と同様に、短形断面の角
材３３とベニア板３４により形成されているが、形状寸
法が規格化されているため、他のコンクリート住宅に
も、くり返し再利用することができることが特徴であ
る。FIG. 12 is a perspective view of an embodiment of the panel member 32. FIG. Like a normal concrete formwork, it is formed by rectangular bars 33 and veneer plates 34 having a short cross section. However, since the dimensions are standardized, it can be reused repeatedly for other concrete houses. Is the feature.
【００２１】このように屋根型軸組の上面全面に張設さ
れたパネル材３２・・・・３２の上に、生コンクリートが打
ち込まれ、コンクリート上面が仕上げられて屋根が完成
する。.. 32 are stretched over the panel members 32... 32 stretched over the entire upper surface of the roof-type frame, and the concrete upper surface is finished to complete the roof.
【００２２】図１３に、図１０に示した立面断面図の部
分詳細図を示す。大引３０の所定位置に第１のジグＧ１
の大引支承部６が係止され、この第１のジグＧ１をポー
ル３１が支えている。この第１のジグＧ１の高さはポー
ル３１の調節ねじにより調節することができる。大引３
０の上にパネル材３２が張設され、その上にコンクリー
ト躯体３６が形成される。コンクリートが固まったのち
の枠体の解体は構築の逆の手順で行えばよい。FIG. 13 is a partial detailed view of the elevation sectional view shown in FIG. First jig G1
Are supported, and the first jig G1 is supported by the pole 31. The height of the first jig G1 can be adjusted by an adjusting screw of the pole 31. Daihiki 3
The panel material 32 is stretched on the base material 0, and the concrete frame 36 is formed thereon. After the concrete has hardened, the frame can be dismantled in the reverse order of construction.
【００２３】本発明方法はいろいろな形状のコンクリー
ト製傾斜屋根の建築に適用することができ、その場合、
ジグＧ１、Ｇ２、規格化された大引材、規格化されたパ
ネル材３２を共通使用することができる。図１４、図１
５、図１６に各種屋根型軸組逆平面図を示す。The method according to the invention can be applied to the construction of concrete sloping roofs of various shapes, in which case
The jigs G1 and G2, the standardized large pulling material, and the standardized panel material 32 can be commonly used. FIG. 14, FIG.
5 and FIG. 16 show reverse plan views of various types of roof type frames.
【００２４】[0024]
【発明の効果】 本発明によれば、コンクリート住宅の
勾配屋根のコンクリート型枠を、現場での大工職人を必
要とせず、本発明のジグを使用して屋根型軸組をポール
により支承させ、その軸組の上に規格化されたパネル材
を張設するだけで構築できるので、従来に比べ、工期が
大幅に短縮されるとともに不測の工期遅れがなくなり、
ジグ、大引材、パネル材等はくり返し使用に供すること
ができることもあって、建築コストが格段に低減化され
た。According to the present invention, a concrete form of a sloping roof of a concrete house can be supported by a pole using a jig of the present invention without using a carpenter at the site. It can be constructed simply by stretching standardized panel materials on the frame, so the construction period is greatly shortened and the unexpected construction period is eliminated compared to the past.
Jigs, large pulling materials, panel materials, etc. can be used repeatedly, and construction costs have been significantly reduced.
【図１】 本発明のジグとともに用いられる第１のジグ
を上からみた斜視図である。FIG. 1 is a top perspective view of a first jig used with the jig of the present invention.
【図２】 上記第１のジグの正面図である。FIG. 2 is a front view of the first jig.
【図３】 上記第１のジグの中央縦断面図である。FIG. 3 is a central longitudinal sectional view of the first jig.
【図４】 本発明のジグ（第２のジグ）の実施例を上か
らみた斜視図である。FIG. 4 is a top perspective view of an embodiment of the jig (second jig) of the present invention.
【図５】 図４の実施例を下から見た斜視図である。5 is a perspective view of the embodiment of FIG. 4 as viewed from below.
【図６】 図４の実施例の正面図である。FIG. 6 is a front view of the embodiment of FIG.
【図７】 図４の実施例の平面図である。FIG. 7 is a plan view of the embodiment of FIG.
【図８】 図６のＡ−Ａ′断面図である。8 is a sectional view taken along the line AA 'of FIG.
【図９】 本発明方法の実施例の説明図であって、住宅
屋内から天井を見上げた逆平面図の模式図である。FIG. 9 is an explanatory view of the embodiment of the method of the present invention, and is a schematic view of an inverted plan view of a ceiling looking up from inside a house.
【図１０】 図９のＡ−Ａ′断面図の概要図である。FIG. 10 is a schematic diagram of a cross-sectional view taken along line AA ′ of FIG. 9;
【図１１】 本発明方法の実施例の説明図であって、コ
ンクリート型枠となるパネル材３２の張設例を示す逆平
面図である。FIG. 11 is an explanatory view of the embodiment of the method of the present invention, and is an inverted plan view showing an example of extending a panel member 32 to be a concrete formwork.
【図１２】 図１１に示すパネル材３２の実施例を示す
斜視図である。FIG. 12 is a perspective view showing an embodiment of the panel member 32 shown in FIG.
【図１３】 図１０の部分詳細図である。FIG. 13 is a partial detailed view of FIG. 10;
【図１４】 本発明が適用される、他の屋根型軸組の逆
平面図である。FIG. 14 is an inverted plan view of another roof type frame to which the present invention is applied.
【図１５】 本発明が適用される、さらに他の屋根型軸
組の逆平面図である。FIG. 15 is an inverted plan view of still another roof type frame to which the present invention is applied;
【図１６】 本発明が適用される、さらに他の屋根型軸
組の逆平面図である。FIG. 16 is an inverted plan view of still another roof type frame to which the present invention is applied;
Ｇ１…第１のジグ Ｇ２…第２のジグ １…水平板 ２…円筒部 ３…垂直板 ４…傾斜板 ６…大引支承部 ８…棟大引支承部 ９Ａ、９Ｂ…大引支承部 １０…円筒部 １１…第１の傾斜板 １３…水平板 １４…垂直板 １５…円筒部 １６…第２の傾斜板 １８…水平板 １９…垂直板 G1 First jig G2 Second jig 1 Horizontal plate 2 Cylindrical portion 3 Vertical plate 4 Inclined plate 6 Large support member 8 Building large support member 9A, 9B Large support member 10 ... Cylindrical part 11 ... First inclined plate 13 ... Horizontal plate 14 ... Vertical plate 15 ... Cylinder part 16 ... Second inclined plate 18 ... Horizontal plate 19 ... Vertical plate
Claims (3)
構成する二つの勾配面を支える左右の大引との交点部を
３本の鉛直方向のポールにより支承するためのジグであ
って、コ字形横断面をもつ棟大引支承部と、その棟大引
支承部から左右両側へ所定の傾斜角をもって伸びコ字形
横断面をもつ左右の大引支承部と、上記三つの支承部の
下に設けられ３本のポールの各上端部と嵌合する３個の
筒部と、上記各部を一体に結合する結合部とを有するジ
グ。1. A jig for supporting, using three vertical poles, an intersection between a ridge pulling supporting a ridge line of a sloped roof and left and right pulling rolls supporting two slope surfaces forming the ridge line. A large wing support having a U-shaped cross section, left and right large traction supports having a U-shaped cross section extending from the wing large support to the left and right sides at a predetermined inclination angle, and A jig having three tubular portions provided below and fitted to respective upper end portions of three poles, and a connecting portion for integrally connecting the respective portions.
構成する二つの勾配面を支える左右の大引との交点部を
３本の鉛直方向のポールにより支承するためのジグであ
って、第１のコ字形横断面をもつ棟大引支承部と、上記
第１のコ字形の底面を第１の勾配に保持するためのＬ字
形縦断面をもつ第１の勾配形成部と、上記Ｌ字形の底面
から下方へ向けて設けられた第１の筒部と、第２のコ字
形横断面をもつ左右一対の大引支承部と、上記第２のコ
字形の底面を第２の勾配に保持するためのＬ字形縦断面
をもつ第２の勾配形成部と、上記Ｌ字形の底面から下方
へ向けて設けられた左右一対の第２の筒部とが一体に形
成されたジグ。2. A jig for supporting, using three vertical poles, a point of intersection between a main building supporting a ridge of a sloping roof and a left and right wing supporting two slopes forming the ridge. A large wing support portion having a first U-shaped cross section, a first slope forming portion having an L-shaped vertical cross section for holding the bottom surface of the first U shape at a first slope, A first cylindrical portion provided downward from the L-shaped bottom surface, a pair of left and right large bearing portions having a second U-shaped cross section, and a second slope formed by the second U-shaped bottom surface; A jig formed integrally with a second gradient forming portion having an L-shaped vertical section for holding the second cylindrical portion and a pair of left and right second cylindrical portions provided downward from the bottom surface of the L-shape.
根の稜線を支える棟大引と稜線を構成する二つの勾配面
を支える左右の大引との交点部に請求項１又は２に記載
のジグを配設し、これら各ジグを床面上に鉛直に立設し
たポールを用いて支承し、次いでその屋根型軸組の上に
コンクリート型枠を形成するパネル材を一面に張設し、
次いでそのパネル材の上に生コンクリートを流し込んで
勾配屋根のコンクリート躯体を形成することを特徴とす
るコンクリート住宅の勾配屋根工法。3. The roof frame according to claim 1, wherein an intersection of a ridge that supports the ridge of the sloping roof and a left and right louver that supports two slopes forming the ridge. Jigs are installed, and each of these jigs is supported using a pole vertically erected on the floor surface, and then a panel material forming a concrete formwork is stretched over the roof frame. ,
Next, a sloped roofing method for a concrete house, characterized in that ready-mixed concrete is poured onto the panel material to form a concrete frame of the sloped roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07098273A JP3117617B2 (en) | 1995-04-24 | 1995-04-24 | Slope roof method of concrete house and jig used for the method. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07098273A JP3117617B2 (en) | 1995-04-24 | 1995-04-24 | Slope roof method of concrete house and jig used for the method. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08291579A JPH08291579A (en) | 1996-11-05 |
| JP3117617B2 true JP3117617B2 (en) | 2000-12-18 |
Family
ID=14215341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP07098273A Expired - Fee Related JP3117617B2 (en) | 1995-04-24 | 1995-04-24 | Slope roof method of concrete house and jig used for the method. |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3117617B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104141390B (en) * | 2013-05-07 | 2016-11-23 | 中国核工业二四建设有限公司 | AP1000 nuclear power dome assembly moulding bed |
| CN105804394B (en) * | 2016-04-28 | 2017-12-22 | 中国建筑第八工程局有限公司 | The space inner corner trim system and its construction method of clear water sloping core switching clear water swash plate |
| CN110629880A (en) * | 2019-08-22 | 2019-12-31 | 广东玖米空间科技有限公司 | Assembled building structure system and three-way connecting device of top column thereof |
| JP2024033605A (en) * | 2022-08-30 | 2024-03-13 | 積水ハウス株式会社 | Connecting structure and roof of building |
-
1995
- 1995-04-24 JP JP07098273A patent/JP3117617B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08291579A (en) | 1996-11-05 |
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