JPH0610438A - Roof of building and method for constructing it - Google Patents
Roof of building and method for constructing itInfo
- Publication number
- JPH0610438A JPH0610438A JP4171157A JP17115792A JPH0610438A JP H0610438 A JPH0610438 A JP H0610438A JP 4171157 A JP4171157 A JP 4171157A JP 17115792 A JP17115792 A JP 17115792A JP H0610438 A JPH0610438 A JP H0610438A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- truss
- rafters
- core
- building
- 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.)
- Granted
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、建物の屋根とその施工
方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building roof and a method for constructing the roof.
【０００２】[0002]
【従来の技術】例えば、木造住宅等の建物の屋根には、
図５及び図６に示すように、トラス方式の小屋組で構成
されたものがある。この建物の屋根では、軒柱25の上端
間に軒桁26,26 が架設されていて、この両軒桁26,26 間
を連結する小屋梁27を下弦材、屋根の棟部28からその両
軒桁26,26に向かって傾斜する一対の垂木29を上弦材と
してトラス30を構成している。2. Description of the Related Art For example, on the roof of a building such as a wooden house,
As shown in FIG. 5 and FIG. 6, there is a truss type roof structure. On the roof of this building, eaves girders 26, 26 are erected between the upper ends of eaves pillars 25, and a shed beam 27 connecting these eaves girders 26, 26 is used as a lower chord member and from the roof ridge 28 to both ends. The pair of rafters 29 inclined toward the eaves girders 26, 26 is used as the upper chord member to form the truss 30.
【０００３】即ち、従来では、小屋梁27上には一対の小
屋束31と中央の棟束32が立設されており、この両束31,3
2 の上端に、母屋33及び棟木34を介して垂木29を屋根勾
配なりに配設することにより、屋根パネル35の荷重を下
から支持するトラス30を構成するようにしている。な
お、36は補強用の斜材で、小屋束31の上端部と棟束32の
下端部間に介装されている。That is, conventionally, a pair of shed bundles 31 and a central shed bundle 32 are erected on the shed beams 27.
A truss 29 is arranged on the upper end of 2 through a purlin 33 and a purlin 34 so as to form a roof slope, thereby forming a truss 30 for supporting the load of the roof panel 35 from below. In addition, 36 is a reinforcing diagonal member, and is interposed between the upper end of the shed 31 and the lower end of the ridge 32.
【０００４】[0004]
【発明が解決しようとする課題】ところで、昨今の作業
者不足、施工コストの高謄等に鑑み、屋根パネル35の上
面に防水シート及び屋根瓦を予め工場等で取付けておい
てユニット化し、かかる屋根パネル35を建築現場に搬送
してクレーン等で小屋組へ吊込んだ後、各屋根パネル35
を互いに接合することで屋根面を構成する工法が採用さ
れている。By the way, in view of the shortage of workers and the high cost of construction in recent years, a waterproof sheet and a roof tile are attached to the upper surface of the roof panel 35 in advance in a factory or the like to form a unit. After transporting the roof panels 35 to the construction site and suspending them with a crane etc. into the rooftop group, each roof panel 35
A construction method is adopted in which the roof surface is constructed by joining the two to each other.
【０００５】しかし、従来では、上記工法を採用する場
合においても、前記トラス30を現場で直接組み立ててい
たので、屋根の施工全体としては依然として現場の施工
手間が多いものであった。また、従来では、下面に補強
用の骨格部材37を有する屋根パネル35をトラス30の垂木
29上に取付けているため、屋根流れ方向に沿う部材が同
方向に重なって配置されることとなり、構造上も無駄が
多い。However, conventionally, even when the above-mentioned construction method is adopted, since the truss 30 is directly assembled on site, the construction of the roof as a whole still requires a lot of construction work on site. In addition, conventionally, a roof panel 35 having a reinforcing skeletal member 37 on the lower surface is used as a rafter for the truss 30.
Since it is mounted on top of 29, members along the roof flow direction will be arranged in the same direction, which is wasteful in terms of structure.
【０００６】本発明は、このような実情に鑑み、建築現
場における施工手間と材料コストとをより低減すること
ができる建物の屋根とその施工方法を提供するものであ
る。[0006] In view of such circumstances, the present invention provides a roof of a building and a construction method thereof, which can further reduce construction labor and material cost at a construction site.
【０００７】[0007]
【課題を解決するための手段】上記目的を達成すべく、
本発明は次の技術的手段を講じた。即ち、請求項１記載
の発明は、両軒桁12,12 間を連結する小屋梁13を下弦材
とし、かつ屋根の棟部5 から前記両軒桁12,12 に向かっ
て傾斜する一対の垂木11,11 を上弦材としてトラス21を
構成し、このトラス21の垂木11上に屋根パネル9 を敷設
するようにした建物の屋根において、前記小屋梁13の中
間でかつ上面側に、この小屋梁13の長さよりも幅狭の門
型構造を有するコアトラス14を固定した後、前記屋根パ
ネル9 の下面側に予め組込まれた前記垂木11で前記軒桁
12とコアトラス14の上コーナ部間を連結すると共に、そ
の垂木11の一対を前記棟部5 において端部連結すること
により、前記トラス21を構成することを特徴とする。[Means for Solving the Problems] In order to achieve the above object,
The present invention has taken the following technical means. In other words, the invention according to claim 1 is a pair of rafters that use the shed beams 13 connecting the two eaves girders 12 and 12 as lower chord members and incline from the roof ridge 5 toward the both eaves girders 12 and 12. In a roof of a building in which a truss 21 is constructed by using 11, 11 as upper chord members, and a roof panel 9 is laid on the rafters 11 of the truss 21, this truss beam is located in the middle of the cabin beam 13 and on the upper surface side. After fixing the core truss 14 having a gate-shaped structure with a width narrower than the length of 13, the eaves girder is secured with the rafters 11 pre-assembled on the lower surface of the roof panel 9.
The truss 21 is configured by connecting the upper corners of the core truss 14 and the core truss 14 and connecting the pair of rafters 11 at the end of the ridge 5.
【０００８】また、請求項２記載の発明は、両軒桁12,1
2 間を連結する小屋梁13を下弦材とし、かつ屋根の棟部
5 から前記両軒桁12,12 に向かって傾斜する一対の垂木
11,11 を上弦材としてトラス21を構成し、このトラス21
の垂木11上に屋根パネル9 を敷設するようにした建物の
屋根において、前記小屋梁13の中間でかつ上面側に、こ
の小屋梁13の長さよりも幅狭の門型構造を有するコアト
ラス14が固定され、かつ、前記トラス21は、前記屋根パ
ネル9の下面側に予め組込まれた前記垂木11で前記軒桁1
2とコアトラス14の上コーナ部間を連結すると共に、そ
の垂木11の一対を前記棟部5 において端部連結すること
によって構成されていることを特徴とする。The invention according to claim 2 is such that both eaves girders 12 and 1
The lower chord member is the beam 13 that connects the two, and the roof ridge
A pair of rafters that incline from 5 toward the both girders 12,12
Truss 21 is constructed by using 11, 11 as the upper chord material.
In the roof of the building in which the roof panel 9 is laid on the rafters 11, a core truss 14 having a gate-shaped structure having a width narrower than the length of the shed beam 13 is provided in the middle and the upper surface side of the shed beam 13. The truss 21 is fixed, and the truss 21 is made up of the rafters 11 pre-assembled on the lower surface side of the roof panel 9 to the eaves girder 1.
2 and the upper corners of the core truss 14 are connected to each other, and the pair of rafters 11 are connected to each other at the end of the ridge 5.
【０００９】[0009]
【作用】本発明では、コアトラス14は小屋組3 のトラス
21の中間部材として機能し、その上コーナ部で垂木11を
下から支持する。垂木11は、当初屋根パネル9 の下面側
に一体化されていて、屋根パネル9 の吊込み後にそのコ
アトラス14と軒桁12間に連結され、その後は小屋組3 の
トラス21の上弦材として機能する。In the present invention, the core truss 14 is the truss of the shed 3
It functions as an intermediate member of 21, and supports the rafter 11 from below at its upper corner portion. The rafter 11 was initially integrated on the lower surface side of the roof panel 9, and was connected between the core truss 14 and the eaves girder 12 after the roof panel 9 was hung, and thereafter functions as the upper chord member of the truss 21 of the roof truss 3. To do.
【００１０】[0010]
【実施例】以下、図面に基づいて本発明の一実施例につ
いて詳述する。図１〜図３において、1 は本実施例で採
用した住宅等の建物であり、この建物1 は、平面視長方
形状を呈しており、軒側外周に沿って軒柱2 を有すると
共に、この軒柱2 上に、小屋組3 を介して寄棟屋根4 を
有している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. 1 to 3, reference numeral 1 denotes a building such as a house adopted in the present embodiment, and this building 1 has a rectangular shape in a plan view and has an eaves pillar 2 along the eave-side outer periphery. On the eaves pillar 2, there is a hipped roof 4 with a house group 3 in between.
【００１１】寄棟屋根4 は、一つの大棟5 とこの両端か
ら分岐する隅棟6 とを有し、これらによってそれぞれ一
対の台形屋根面7 と三角屋根面8 とに区画されていて、
各屋根面7,8 は、図３に示す如く、方形、台形及び三角
形状の屋根パネル9 を適宜配列することによって構成さ
れている。各屋根パネル9 は、野地板10の下面に屋根流
れ方向に沿う垂木11を一体に固着してなり、この野地板
10の上面には、防水シートを介して屋根瓦が工場等で予
め瓦葺きされている。The hipped roof 4 has one large wing 5 and a corner ridge 6 branching from both ends thereof, and is divided into a pair of trapezoidal roof surface 7 and triangular roof surface 8 by these,
Each of the roof surfaces 7 and 8 is constructed by appropriately arranging square, trapezoidal and triangular roof panels 9 as shown in FIG. Each roof panel 9 is formed by integrally adhering a rafter 11 along the roof flow direction to the lower surface of the base plate 10.
On the upper surface of 10, roof tiles have been tiled in advance at a factory or the like through a waterproof sheet.
【００１２】小屋組3 は、軒柱2 の上端間に架設した軒
桁12と、軒桁12間を建物1 の短辺方向で連結する五本の
小屋梁13と、この小屋梁13上にそれぞれ固定されるコア
トラス14とを備えている。このコアトラス14は、小屋梁
13の長さより幅狭の門型構造を呈している。即ち、コア
トラス14は、小屋梁13より短い上梁15の両端に束柱16を
連結してなり、上梁15の中央下面に中柱17を有すると共
に、この中柱17上端部と束柱16下端部間は斜材18で補強
されている。また、このコアトラス14は、予め工場等で
組み立てられていて、建築現場に運搬された後、クレー
ン等で小屋梁13上に吊り込まれる。The cottage group 3 is composed of eaves girders 12 erected between the upper ends of the eaves pillars 2, five cottage beams 13 connecting the eaves girders 12 in the direction of the short side of the building 1, and on this cottage beam 13. Each has a core truss 14 that is fixed. This core truss 14 is a hut girder
It has a portal structure that is narrower than the length of 13. That is, the core truss 14 is formed by connecting the bundle columns 16 to both ends of the upper beam 15 shorter than the shed beam 13, has the middle column 17 on the central lower surface of the upper beam 15, and has the upper end portion of the middle column 17 and the bundle columns 16. A space 18 is reinforced between the lower end portions. The core truss 14 is preassembled in a factory or the like, transported to a construction site, and then hung on the shed beam 13 by a crane or the like.
【００１３】更に、19は屋根パネル9 の中間部を支持す
るために軒桁12と同方向に配設される母屋であり、本実
施例では、前記各コアトラス14の上コーナ部間をこの母
屋19で連結するようにしている。なお、母屋19は各コア
トラス14を小屋梁13上に固定してから取付けてもよく、
母屋19で各コアトラス14を連結してからクレーンで一度
に吊り込むことにしてもよい。Further, 19 is a purlin arranged in the same direction as the eaves girders 12 for supporting the middle portion of the roof panel 9, and in this embodiment, the purlin is provided between the upper corner portions of the core trusses 14. I am trying to connect at 19. The purlin 19 may be fixed after mounting each core truss 14 on the hut beam 13,
Alternatively, the core trusses 14 may be connected at the purlin 19 and then suspended by a crane at one time.
【００１４】屋根パネル9 の下面に一体に組み込まれた
前記垂木11は、その下面側の略中央と軒先側に直角三角
形状の嵌合凹部20を有し、当該屋根パネル9 は、この各
嵌合凹部20に母屋19と軒桁12の断面角部を嵌合させ、図
外の連結金具で垂木11を母屋19及び軒桁12に固定するこ
とによって小屋組3 に取付けられている。また、垂木11
の棟側端面はテーパ状にカットされていて、大棟5 を境
にその両側に配置される一対の屋根パネル9,9 は、その
互いの垂木11の棟側端面を突き合わせて連結させること
によって接合されている。The rafter 11 integrally incorporated into the lower surface of the roof panel 9 has right-angled triangular fitting recesses 20 in the approximate center on the lower surface side and on the eaves side. The cross section corners of the purlin 19 and the eaves girder 12 are fitted into the mating recess 20, and the rafters 11 are fixed to the purlin 19 and the eaves girder 12 with connecting fittings (not shown) to be attached to the shed group 3. Also, rafter 11
The ridge-side end surface of the ridge is cut in a taper shape, and the pair of roof panels 9 and 9 arranged on both sides of the large ridge 5 are joined by connecting the ridge-side end surfaces of the rafters 11 to each other. It is joined.
【００１５】従って、この場合の垂木9 は、小屋梁13を
下弦材としかつ大棟5 を頂点とする三角形状のトラス21
の上弦材としても作用し、このトラス21は、屋根パネル
9 を小屋組3 上に吊り込んだ後に、そのパネル9 の垂木
11を母屋19と軒桁12に固定し、かつ垂木11の棟側端部を
連結することによって構成されることになる。次に、上
記構成に係る建物の屋根の施工手順を説明する。Therefore, in this case, the rafter 9 is a truss 21 having a triangular shape with the lower beam 13 of the hut beam 13 and the apex of the large ridge 5.
Acting as the upper chord material, this truss 21 is a roof panel
After suspending 9 on the roof truss 3, the rafters on that panel 9
11 will be fixed to the purlin 19 and the eaves girder 12, and the ridge side end of the rafter 11 will be connected. Next, a procedure for constructing the roof of the building having the above configuration will be described.
【００１６】先ず、図１(a) に示すように、門型のコア
トラス14をクレーン等で小屋梁13上に吊り込み、それを
小屋梁13の上面中央に固定する。次に、図１(b) に示す
ように、上面に屋根瓦を有する屋根パネル9 をクレーン
等で前記コアトラス14上に吊り込み、垂木11をコアトラ
ス14の上コーナ部にある母屋19と軒桁12に固着し、屋根
パネル9 をコアトラス14と軒桁12間に橋渡するようにし
て固定する。なお、この際、大棟5 の両側に配置される
両屋根パネル9 の垂木11は、その大棟5 において端面が
互いに突き合わされることになる。First, as shown in FIG. 1 (a), a gate-shaped core truss 14 is hung on a shed beam 13 by a crane or the like and fixed to the center of the upper surface of the shed beam 13. Next, as shown in FIG. 1 (b), a roof panel 9 having a roof tile on the upper surface is hung on the core truss 14 by a crane or the like, and the rafters 11 and the purlin 19 and the eaves girder at the upper corner of the core truss 14 are suspended. It is fixed to 12, and the roof panel 9 is fixed by bridging between the core truss 14 and the eaves girder 12. At this time, the rafters 11 of the roof panels 9 arranged on both sides of the large building 5 have their end faces butted to each other in the large building 5.
【００１７】そして、その互いに突き合わされた垂木11
の棟側を図外の固定金具で端部連結した後、屋根パネル
9 の接合部、即ち大棟5 に沿って棟包を施工すればよ
い。なお、隅棟6 を境として互いに接合される屋根パネ
ル9 についても、上記と同様にしてコアトラス14に連結
される。このように、本実施例によれば、小屋組3 のト
ラス21の中間部材としてコアトラス14を採用し、このコ
アトラス14に屋根パネル9 に固着されている垂木11を組
付けることで、小屋組3 のトラス21を構成するようにし
たので、屋根パネル9 の設置作業と併せてトラス21を組
立てることができ、現場における小屋組3 の組立作業手
間を低減することができる。Then, the rafters 11 butted against each other
After connecting the ridge side of the building with the fixing brackets not shown,
It is sufficient to construct a building envelope along the 9 joints, that is, the large building 5. The roof panels 9 joined to each other at the corner ridge 6 are also connected to the core truss 14 in the same manner as above. As described above, according to the present embodiment, the core truss 14 is adopted as the intermediate member of the truss 21 of the shed 3 and the rafter 11 fixed to the roof panel 9 is attached to the core truss 14, whereby the shed 3 Since the truss 21 is configured, it is possible to assemble the truss 21 together with the installation work of the roof panel 9, and it is possible to reduce the assembly work time of the shed member 3 on site.
【００１８】しかも、本実施例では、コアトラス14は工
場等で予め組立てられていて、現場においてはこれを小
屋梁13上に固定するだけでよいので、この点からも施工
手間をより低減できる。また、屋根パネル9 の垂木11が
直接小屋組3 のトラス21の上弦材として機能するので、
部材に無駄がなく、材料コストの低減をも図ることがで
きる。Moreover, in this embodiment, the core truss 14 is preassembled in a factory or the like, and it is sufficient to fix the core truss 14 on the hut girder 13 in the field. Therefore, the construction labor can be further reduced from this point. In addition, since the rafters 11 of the roof panel 9 directly function as the upper chord members of the truss 21 of the roof truss 3,
There is no waste in the members, and the material cost can be reduced.
【００１９】なお、本発明は上記実施例に限られず、例
えば図４に示す如く、コアトラス14の中央に棟受材22を
立設しておき、この棟受材22の上端に垂木11の棟側端部
を上載することで、より強固に屋根パネル9 を固定する
ことができる。また、本発明は、寄棟屋根4 に限らず、
その他切妻屋根や方形屋根にも採用しうることは勿論で
ある。The present invention is not limited to the above-described embodiment. For example, as shown in FIG. 4, a ridge support member 22 is erected in the center of the core truss 14, and the ridge of the rafter 11 is installed at the upper end of the ridge support member 22. By mounting the side edges, the roof panel 9 can be fixed more firmly. Further, the present invention is not limited to the hipped roof 4,
Of course, it can also be applied to a gable roof or a square roof.
【００２０】[0020]
【発明の効果】以上説明したように、本発明によれば、
予め屋根パネル9 に組込んだ垂木11をコアトラス4 と軒
桁12に連結することで小屋組3 のトラス21を構成するよ
うにしたので、小屋組3 の組立作業を減少させ、屋根施
工に際する現場での施工手間を大幅に低減できると共
に、屋根パネル9 に設けた垂木11がそのままトラス21の
上弦材として機能するので、材料コストを従来より低減
することができる。As described above, according to the present invention,
Since the truss 21 of the roof truss 3 is configured by connecting the rafter 11 that is built in the roof panel 9 to the core truss 4 and the eaves girder 12 in advance, the assembling work of the roof truss 3 can be reduced and the roof construction can be performed. It is possible to significantly reduce the time and effort required for construction at the site, and since the rafters 11 provided on the roof panel 9 function as the upper chord members of the truss 21 as they are, the material cost can be reduced as compared with the conventional case.
【図１】建物の屋根の組立手順を示す正面図である。FIG. 1 is a front view showing a procedure for assembling a roof of a building.
【図２】建物の屋根の斜視図である。FIG. 2 is a perspective view of a roof of a building.
【図３】同平面図である。FIG. 3 is a plan view of the same.
【図４】他の実施例を示す建物の屋根の正面図である。FIG. 4 is a front view of a roof of a building showing another embodiment.
【図５】従来の建物の屋根の正面図である。FIG. 5 is a front view of a roof of a conventional building.
【図６】同組立斜視図である。FIG. 6 is a perspective view of the assembly.
3 小屋組 5 大棟 (棟部) 9 屋根パネル 11 垂木 12 軒桁 13 小屋梁 14 コアトラス 21 トラス 3 Shed group 5 Large ridge (ridge) 9 Roof panel 11 Rafter 12 House girder 13 Shed beam 14 Core truss 21 Truss
───────────────────────────────────────────────────── フロントページの続き (72)発明者 古野 元昭 大阪府大阪市浪速区敷津東一丁目２番47号 株式会社クボタ内 (72)発明者 中村 崇 大阪府大阪市浪速区敷津東一丁目２番47号 株式会社クボタ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Motoaki Furuno 1-247 Shishitsu Higashi, Naniwa-ku, Osaka City, Osaka Prefecture Kubota Co., Ltd. (72) Inventor Takashi Nakamura Shiketsu-higashi, Naniwa-ku, Osaka City, Osaka Prefecture 1-chome 2-47 Kubota Co., Ltd.
Claims (2)
を下弦材とし、かつ屋根の棟部(5) から前記両軒桁(12)
(12)に向かって傾斜する一対の垂木(11)(11)を上弦材と
してトラス(21)を構成し、このトラス(21)の垂木(11)上
に屋根パネル(9) を敷設するようにした建物の屋根にお
いて、 前記小屋梁(13)の中間でかつ上面側に、この小屋梁(13)
の長さよりも幅狭の門型構造を有するコアトラス(14)を
固定した後、前記屋根パネル(9) の下面側に予め組込ま
れた前記垂木(11)で前記軒桁(12)とコアトラス(14)の上
コーナ部間を連結すると共に、その垂木(11)の一対を前
記棟部（5)において端部連結することにより、前記トラ
ス(21)を構成することを特徴とする建物の屋根の施工方
法。1. A shed beam (13) connecting between the eaves girders (12) (12)
Is the lower chord member, and the roof girder (5) to the double-sided girder (12)
A truss (21) is constructed by using a pair of rafters (11) and (11) inclined toward (12) as upper chords, and a roof panel (9) is laid on the rafters (11) of the truss (21). In the roof of the building made into, in the middle and the upper surface side of the hut beam (13), this hut beam (13)
After fixing the core truss (14) having a gate-shaped structure narrower than the length of, the eaves girder (12) and the core truss (with the rafter (11) pre-assembled on the lower surface side of the roof panel (9). The roof of the building characterized in that the trusses (21) are formed by connecting the upper corners of the above 14) and connecting a pair of the rafters (11) at the ends of the ridge (5). Construction method.
を下弦材とし、かつ屋根の棟部(5) から前記両軒桁(12)
(12)に向かって傾斜する一対の垂木(11)(11)を上弦材と
してトラス(21)を構成し、このトラス(21)の垂木(11)上
に屋根パネル(9) を敷設するようにした建物の屋根にお
いて、 前記小屋梁(13)の中間でかつ上面側に、この小屋梁(13)
の長さよりも幅狭の門型構造を有するコアトラス(14)が
固定され、かつ、前記トラス(21)は、前記屋根パネル
(9) の下面側に予め組込まれた前記垂木(11)で前記軒桁
(12)とコアトラス(14)の上コーナ部間を連結すると共
に、その垂木(11)の一対を前記棟部(5) において端部連
結することによって構成されていることを特徴とする建
物の屋根。2. A shed beam (13) connecting between the eaves girders (12) (12)
Is the lower chord member, and the roof girder (5) to the double-sided girder (12)
A truss (21) is constructed by using a pair of rafters (11) and (11) inclined toward (12) as upper chords, and a roof panel (9) is laid on the rafters (11) of this truss (21). In the roof of the building made into, in the middle and the upper surface side of the hut beam (13), this hut beam (13)
A core truss (14) having a gate-shaped structure narrower than the length of the roof panel is fixed, and the truss (21) is the roof panel.
With the rafters (11) pre-assembled on the lower surface side of (9), the eaves girder
(12) and the upper corners of the core truss (14) are connected together, and a pair of rafters (11) are connected at the ends at the ridge (5) to construct a building characterized by roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4171157A JP2719076B2 (en) | 1992-06-29 | 1992-06-29 | Building roof and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4171157A JP2719076B2 (en) | 1992-06-29 | 1992-06-29 | Building roof and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0610438A true JPH0610438A (en) | 1994-01-18 |
| JP2719076B2 JP2719076B2 (en) | 1998-02-25 |
Family
ID=15918050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4171157A Expired - Fee Related JP2719076B2 (en) | 1992-06-29 | 1992-06-29 | Building roof and construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2719076B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011042972A (en) * | 2009-08-21 | 2011-03-03 | Eiichiro Amaya | Truss unit for roof assembly, roof assembly block, and method for constructing roof of building |
| JP7005066B1 (en) * | 2021-07-05 | 2022-02-14 | 株式会社アクト | Roof structure |
-
1992
- 1992-06-29 JP JP4171157A patent/JP2719076B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011042972A (en) * | 2009-08-21 | 2011-03-03 | Eiichiro Amaya | Truss unit for roof assembly, roof assembly block, and method for constructing roof of building |
| JP7005066B1 (en) * | 2021-07-05 | 2022-02-14 | 株式会社アクト | Roof structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2719076B2 (en) | 1998-02-25 |
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