Nothing Special   »   [go: up one dir, main page]

JP3594376B2 - Method of joining structural members for frames and panels - Google Patents

Method of joining structural members for frames and panels Download PDF

Info

Publication number
JP3594376B2
JP3594376B2 JP26482295A JP26482295A JP3594376B2 JP 3594376 B2 JP3594376 B2 JP 3594376B2 JP 26482295 A JP26482295 A JP 26482295A JP 26482295 A JP26482295 A JP 26482295A JP 3594376 B2 JP3594376 B2 JP 3594376B2
Authority
JP
Japan
Prior art keywords
panel
members
structural
joining
fixed
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
Application number
JP26482295A
Other languages
Japanese (ja)
Other versions
JPH0978724A (en
Inventor
雅信 細野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP26482295A priority Critical patent/JP3594376B2/en
Publication of JPH0978724A publication Critical patent/JPH0978724A/en
Application granted granted Critical
Publication of JP3594376B2 publication Critical patent/JP3594376B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、木造建築の軸組みとなる柱、梁等の構造材と、それらの間に配置するパネルとを接合するための技術、特に、その接合時の作業性や施工性、並び接合精度等を考慮した技術に関するものである。
【0002】
【背景の技術】
近年における木造建築の中でも、たとえば木質系の住宅においては、軸組みした柱、梁等の構造材に対し、壁パネルや床パネル等を接合して建築する工法も開発されている。この工法は、組み立て式のパネルを用いて建築するパネル工法のもつ利点と、在来工法である軸組み構造のもつ利点の両方を備える点において優れた工法である。
【0003】
すなわち、パネル工法の場合、工業化住宅として現場での施工性に優れた特徴をもち、軸組みする在来工法の場合、その柱や梁等の構造材を室内に露出させて見せることができる特徴をもつ。したがって、それら両工法のもつ特徴点を有効に発揮させることができる。
【0004】
【発明が解決しようとする課題】
しかしながら、このような工法においては、確かに、上述のような特徴点を有効に発揮することができるものの、現場での施工性については、未だ解決すべき課題が残されている。それは、まず、軸組みした柱、梁等の構造材とパネルとの接合の問題である。たとえば、互いに並行する柱間に壁パネルを建て込んで接合するときに、その作業性が良好でないことである。なぜなら、壁パネルを柱間に建て込んで精度よく一体に接合するためには、軸組みする柱間の寸法精度、および壁パネルの寸法精度の両方を高めなければならない。しかし、実際には、柱、梁等の構造材は現場で軸組みするため、若干の寸法誤差が生じるのは否めない。そのため、柱と壁パネルとの間に隙間が生じたり、逆に、壁パネルを柱間に配置する作業が困難になったりする問題が生じていた。このような問題は、例えば梁材間に床パネルを配置して接合する場合も同様である。また、こうしたパネルと構造材との間に隙間が生じた場合、体裁が悪い上に気密性も低下する。
【0005】
よって、この発明では、構造材に対するパネルの接合作業がきわめて良好で、しかも、軸組みやパネル製作上の通常の寸法誤差を吸収して、隙間が生じないように精度良く接合することができる技術を提供することを目的とする。
【0006】
【課題を解決するための手段】
この発明では、軸組みした柱10、梁20等の構造材のうち、互いに間隔をおいて並行する構造材間に壁パネルP1、あるいは床パネルP2等のパネルを配置し、それら構造材とパネルとを相互に接合する方法に対して好適に採用する。その場合、前記壁パネルP1や床パネルP2等のパネルの大きさを、互いに並行する構造材間の間隔αよりも小さく設定しておき、それら構造材とパネルとを、それらの間に差し渡して固定する繋ぎ材30を用いて接合する。
このような接合方法とすることによって、まず、壁パネルP1や床パネルP2等のパネルと、柱10や梁20等の構造材との間に隙間Sが形成される。したがってパネルを構造材間に配置する作業がきわめて容易になる。そして、配置したパネルを構造材に対して繋ぎ材30により固定する方法とすることによって、軸組みやパネル製作上の通常の寸法誤差を吸収して、隙間が生じないように精度良く接合することができる。
【0007】
こうした接合方法における構造材とパネルとの関係については、互いに間隔をおいて並行する柱10、10間に壁パネルP1を立てて、それらを相互に接合する場合に、積極的に採用することができる。その場合、前記柱10および壁パネルP1の互いに対向する両側面に、それら両側面に沿って上下に延びる角材40、50をそれぞれ固定しておき、それら角材40、50どうしを前記繋ぎ材30で接合する方法を採るのが好ましい。なぜなら、繋ぎ材30として、前記角材40、50どうしをその側面から挟み付けるように配置する少なくとも2枚の板材31、32を用い、それら各板材31、32を前記各角材40、50にそれぞれ固定することによって接合する方法を採ることができるからである。こうすることにより、現場での接合作業がきわめて容易になる。しかも、その場合において、両角材40、50の厚さを、壁パネルP1の厚さよりも小さく設定し、各板材31、32の表面を前記パネルの表面とほぼ面一にする接合方法を採ることもできる。これにより、体裁がよい上に気密性の高い接合構造とすることができる。
【0008】
ここで、並行する柱10、10間に立てた壁パネルP1の上には、それら柱10、10間に架設された梁20が位置する構成となる場合も多い、そのような場合には、柱10と壁パネルP1との接合方法と同様に、梁20の下面と前記壁パネルP1の上面に、それら梁20の長さ方向および壁パネルP1の幅方向に沿って延びる角材を40、50それぞれ固定し、それら角材40、50どうしを前記繋ぎ材30で固定することによって、梁20と壁パネルP1とを接合するようにするのが好ましい。こうすることにより、柱10および梁20に対して同様の接合方法とすることができる。
【0009】
前記柱10に対する壁パネルP1の接合強度をより高める意味から、前記柱10に固定した角材40の側面と柱10の側面とを面一にし、その角材40の側面に配置した前記板材31を、前記柱10の側面まで延びてその側面に固定する方法を採るのも好適である。勿論、梁20に対する壁パネルP1の接合強度を図る場合においても、同様の方法を採用することができる。
【0010】
一方、構造材とパネルの接合関係については、構造材が、互いに間隔をおいて並行する梁20であり、前記パネルが、並行する梁20間に配置した床パネルP2である場合にも、この発明の接合方法を適用することができる。その場合の繋ぎ材30として、前記床パネルP2の下面を支持するように前記梁20の側面に固定する受け材33と、前記梁20の上面から前記床パネルP2の上面に至る押さえ板34とを用いる方法を採用するのが好適である。こうすることにより、受け材33と押さえ板34によって床パネルP2をその上下から挟むようにして梁20に接合することができる。ここで、受け材33は床パネルP2を配置する前に、梁20に固定しておき、押さえ板34は床パネルP2を配置した後に、その床パネルP2および梁20に固定する作業手順とするのが、施工性の向上を図る上で特に好ましい。
【0011】
【発明の実施の形態】
以下、この発明の好適な実施例を、添付の図1〜図7を参照して説明する。
これらの図に示す実施例は、この発明を、木質系住宅の軸組みとなる柱、梁等の構造材と、壁パネルや床パネル等の木質系パネルとの接合に適用した例を示すものであり、図1は柱と梁に対するパネルの接合を示す正面図、図2はその側断面図、図3は平断面図、図4は柱に対する壁パネルの接合を示す平断面図である。
【0012】
これらの図から理解できるように、軸組みした柱10、梁20等の構造材のうち、互いに間隔をおいて並行する柱10、10間に壁パネルP1を配置し、それら各柱10、10と壁パネルP1とを相互に接合する。なお、壁パネルP1の上には梁20が位置する構成であり、したがって、ここでは壁パネルP1を梁20に対しても接合するようにしている。壁パネルP1は、正面から見て全体が長方形であるが、その幅寸法を、互いに並行する柱10、10間の間隔αよりも小さく設定し、さらに、その高さ寸法を、梁20と床F上に設けた調整材1との間隔よりも小さく設定している。その結果、壁パネルP1と柱10との間、および梁20との間には、たとえば1cm前後の隙間Sが形成されるように壁パネルP2の大きさについて配慮している。この隙間Sについては、実際には図4に明示するように、角材40、50との間の隙間とする。
【0013】
すなわち、柱10および壁パネルP1の互いに対向する両側面には、壁パネルP1を建て込む前に、それら両側面に沿って上下に延びる角材40、50をそれぞれ固定しておく。さらに、壁パネルP1の上面および梁20の下面にも同じく角材0、50を固定しておく。そして、壁パネルP1を建て込んだ後に、それら角材40、50どうしを繋ぎ材30でそれぞれ接合する。壁パネルP1側に固定する角材0については、その壁パネルP1を例えば工場等で製作するときに一体に取り付けておけばよい。ここで、繋ぎ材30としては、前記角材40、50どうしをその側面から挟み付けるように配置する少なくとも2枚の板材31、32を用い、それら各板材31、32を前記各角材40、50にそれぞれ釘打ちあるいはビス止めなどの締結手段kによって固定するのが特に好適である。こうすることにより、現場での接合作業がきわめて容易になる。
【0014】
図示例においては、角材40、50の厚さdは、壁パネルP1の厚さtよりも、2枚の板材31、32の合計厚さの分だけ小さいものを用いており、これにより、各板材31、32の表面が前記壁パネルP1の表面とほぼ面一になるように配慮している。したがって、接合部の体裁がよい上に気密性の高い接合構造とすることができる。板材31、32のうち、外側に配置する板材32は幅広のものをも用いてあり、その一部で柱10の側面を覆うようにしている。したがって、柱10の側面を覆う板材31部分を柱10に固定することにより、接合強度を高めることができる。なお、図4においては、柱10の他の側面に対して、他の壁パネルP1を接合する例も示している。この場合には、幅広の板材31を内側に配置して、板材32の表面に突き当たるようにしている。こうすることで、両壁パネルP1、P1の内側の表面を凹凸のない奇麗な直角壁面とすることができる。
【0015】
また、図5においては、梁20に対する床パネルP2の接合形態を示している。ここに示す床パネルP2も、互いに並行する梁20間(一方の梁のみ図示)の間隔よりもその長さが小さい。例えば、床パネルP2を梁20間に差し渡すように配置した状態で、その両端に1cm前後の隙間S1が梁20との間に形成される大きさである。したがって、床パネルP2を梁20間にきわめて容易に配置することができる。しかし、床パネルP2はこのように短いので、梁20間に差し渡せない。そこで、繋ぎ材30を用いるわけであるが、この場合には床パネルを配置する前に、梁20の側面に対し、床パネルP2の下面を支える受け材33を固定しておく。そして、床パネルP2を配置したのち、その床パネルPの上面から梁20の上面に至る幅広の押さえ板34を配置して、これを床パネルP1および梁20に固定する。
【0016】
なお、押さえ板34についても、床パネルP2の表面と面一になるように配慮している。また、この図5においては、梁20の他方の側面にも、他の床パネルP2を同様にして接合した例を示している。このような接合形態となる場合には、押さえ板34を、各床パネルP2、P2の繋ぎ材として共用することができる。図6には、梁20の一方の側面側に床パネルP2を接合し、さらに梁20の下に壁パネルP1を接合する場合の例を示している。また、図7には、建物の各柱10間に配置する各壁パネルP1と繋ぎ材30具体的な例を示している。この図7の平断面図から理解できるように、繋ぎ材30を構成する各板材31、32の幅寸法を、柱10の位置関係や大きさ、形状などによって相違させている。また、建物の外装材や内装材などとの関係を考慮して、柱10の側面を覆う範囲も変化させている。しかし、基本的には、下地となる内外壁の表面に凹凸や隙間が生じないようにするのが望ましい。
【0017】
【発明の効果】
以上のように、この発明によれば、軸組みした柱、梁等の構造材のうち、互いに間隔をおいて並行する構造材間にパネルを配置し、それら構造材とパネルとを相互に接合するに際し、前記パネルの大きさを、前記構造材間の間隔よりも小さく設定しておき、それら構造材とパネルとを、それらの間に差し渡して固定する繋ぎ材を用いて接合する方法としたから、構造材に対するパネルの接合作業がきわめて良好で、しかも、軸組みやパネル製作上の通常の寸法誤差を吸収して、隙間が生じないように精度良く接合することができる。
【図面の簡単な説明】
【図1】この発明の実施例を示す正面図である。
【図2】この発明の実施例を示す一部断面側面図である。
【図3】この発明の実施例を示す一部断面平面図である。
【図4】この発明の他の実施例を示す要部の横断面図である。
【図5】この発明の他の実施例を示す要部の縦断面図である。
【図6】この発明の実施例を示す要部の縦断面図である。
【図7】この発明の実施例を示す概略平断面図である。
【符号の説明】
10 柱
20 梁
30 繋ぎ材
31、32 板材
33 受け材
34 押さえ板
40、50 角材
P1 壁パネル
P2 床パネル
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a technique for joining a structural material such as a pillar or a beam, which is a frame of a wooden building, to a panel disposed therebetween, particularly, workability and workability at the time of joining, and alignment accuracy. It is related to technology that takes into account such factors.
[0002]
[Background technology]
Among wooden constructions in recent years, for example, in a wooden house, a construction method has been developed in which a wall panel, a floor panel, and the like are joined to a structural material such as a framed pillar or a beam. This construction method is an excellent construction method in that it has both the advantages of the panel construction method using a prefabricated panel and the advantages of the conventional framing structure.
[0003]
In other words, in the case of the panel construction method, it has the characteristics of excellent workability on the site as an industrialized house, and in the case of the conventional construction method in which the frame is assembled, the structural materials such as columns and beams can be exposed and shown indoors. With. Therefore, the characteristic points of both methods can be effectively exhibited.
[0004]
[Problems to be solved by the invention]
However, in such a construction method, although the above-mentioned features can be effectively exerted, there still remains a problem to be solved in terms of workability at the site. First, there is a problem of joining structural members such as columns and beams with frames to panels. For example, when a wall panel is erected between columns parallel to each other and joined, the workability is not good. This is because both the dimensional accuracy between the pillars to be assembled and the dimensional accuracy of the wall panel must be increased in order to mount the wall panel between the pillars and join them together with high accuracy. However, actually, since structural members such as columns and beams are assembled on site, slight dimensional errors cannot be denied. Therefore, there has been a problem that a gap is formed between the pillar and the wall panel, and conversely, the work of disposing the wall panel between the pillars becomes difficult. Such a problem is the same when, for example, a floor panel is arranged between beams and joined. In addition, when a gap is formed between the panel and the structural material, the appearance is poor and the airtightness is reduced.
[0005]
Therefore, according to the present invention, the joining work of the panel to the structural material is extremely good, and the technique can absorb the normal dimensional error in the frame assembly and panel manufacturing, and can join with high precision so that no gap is generated. The purpose is to provide.
[0006]
[Means for Solving the Problems]
In the present invention, a panel such as a wall panel P1 or a floor panel P2 is disposed between structural members parallel to each other at intervals from among the structural members such as the pillars 10 and the beams 20 that are assembled, and the structural members and the panels 20 are arranged. Is suitably adopted for a method of joining the two. In this case, the sizes of the panels such as the wall panel P1 and the floor panel P2 are set to be smaller than the interval α between the structural materials parallel to each other, and the structural materials and the panels are inserted therebetween. Joining is performed using a fixing member 30 to be fixed.
With such a joining method, first, a gap S is formed between a panel such as the wall panel P1 or the floor panel P2 and a structural material such as the pillar 10 or the beam 20. Therefore, the work of arranging the panels between the structural materials becomes extremely easy. Then, by adopting a method in which the arranged panel is fixed to the structural material by the connecting member 30, a normal dimensional error in frame assembly and panel production can be absorbed, and the panel can be accurately joined so that no gap is generated. Can be.
[0007]
Regarding the relationship between the structural material and the panel in such a joining method, when the wall panel P1 is erected between the columns 10 and 10 parallel to each other at an interval from each other and they are joined to each other, they may be positively adopted. it can. In this case, square members 40 and 50 extending vertically along the both side surfaces are fixed to both opposing side surfaces of the column 10 and the wall panel P1, respectively, and the square members 40 and 50 are connected to each other by the connecting member 30. It is preferable to adopt a joining method. Because, as the connecting member 30, at least two plate members 31 and 32 which are arranged so that the square members 40 and 50 are sandwiched between the side surfaces thereof are used, and the plate members 31 and 32 are fixed to the square members 40 and 50, respectively. By doing so, a joining method can be adopted. This greatly facilitates the on-site joining operation. Moreover, in this case, a joining method is adopted in which the thickness of the two square members 40 and 50 is set smaller than the thickness of the wall panel P1, and the surfaces of the plate members 31 and 32 are substantially flush with the surface of the panel. You can also. Thereby, it is possible to form a joint structure with good appearance and high airtightness.
[0008]
Here, there are many cases where the beam 20 erected between the pillars 10 and 10 is positioned on the wall panel P1 erected between the parallel pillars 10 and 10. In such a case, Similarly to the joining method of the pillar 10 and the wall panel P1, square members 40, 50 extending along the length direction of the beam 20 and the width direction of the wall panel P1 are provided on the lower surface of the beam 20 and the upper surface of the wall panel P1. It is preferable that the beams 20 and the wall panel P1 are joined by fixing each of the square members 40 and 50 with the connecting member 30, respectively. By doing so, the same joining method can be applied to the columns 10 and the beams 20.
[0009]
In order to further increase the bonding strength of the wall panel P1 to the column 10, the side surface of the square member 40 fixed to the column 10 and the side surface of the column 10 are flush, and the plate member 31 arranged on the side surface of the square member 40 is It is also preferable to adopt a method of extending to the side surface of the column 10 and fixing it to the side surface. Needless to say, the same method can be adopted when the joining strength of the wall panel P1 to the beam 20 is to be increased.
[0010]
On the other hand, regarding the joining relationship between the structural material and the panel, even when the structural material is the beam 20 parallel to each other at an interval and the panel is the floor panel P2 arranged between the parallel beam 20, The joining method of the invention can be applied. In this case, as a connecting member 30, a receiving member 33 fixed to the side surface of the beam 20 so as to support the lower surface of the floor panel P2, and a holding plate 34 extending from the upper surface of the beam 20 to the upper surface of the floor panel P2, It is preferable to employ a method using. By doing so, the floor panel P2 can be joined to the beam 20 so as to sandwich the floor panel P2 from above and below by the receiving member 33 and the holding plate 34. Here, the receiving member 33 is fixed to the beam 20 before the floor panel P2 is arranged, and the pressing plate 34 is fixed to the floor panel P2 and the beam 20 after the floor panel P2 is arranged. This is particularly preferable for improving workability.
[0011]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a preferred embodiment of the present invention will be described with reference to the attached FIGS.
The embodiment shown in these figures shows an example in which the present invention is applied to the joining of a structural material such as a pillar, a beam, etc., which is a frame of a wooden house, and a wooden panel such as a wall panel or a floor panel. 1 is a front view showing the joining of the panel to the column and the beam, FIG. 2 is a side sectional view thereof, FIG. 3 is a plan sectional view, and FIG. 4 is a plan sectional view showing the joining of the wall panel to the column.
[0012]
As can be understood from these drawings, of the structural members such as the pillars 10 and the beams 20 that are assembled, the wall panels P1 are arranged between the pillars 10 and 10 that are parallel to each other at intervals, and the respective pillars 10 and 10 are arranged. And the wall panel P1 are joined to each other. Note that the beam 20 is located on the wall panel P1. Therefore, the wall panel P1 is also joined to the beam 20 here. The wall panel P1 is entirely rectangular when viewed from the front, but its width dimension is set to be smaller than the interval α between the columns 10 and 10, which are parallel to each other, and its height dimension is set to the beam 20 and the floor. It is set smaller than the distance from the adjusting member 1 provided on F. As a result, consideration is given to the size of the wall panel P2 so that a gap S of, for example, about 1 cm is formed between the wall panel P1 and the column 10 and between the beam 20. The gap S is actually a gap between the square members 40 and 50 as clearly shown in FIG.
[0013]
That is, before the wall panel P1 is built, square members 40 and 50 extending vertically along the both side surfaces are fixed to the opposing side surfaces of the column 10 and the wall panel P1, respectively. Further, square members 0 and 50 are fixed to the upper surface of the wall panel P1 and the lower surface of the beam 20 in the same manner. After the wall panel P1 is erected, the square members 40 and 50 are joined to each other with the joint member 30. The timbers 5 0 for securing the wall panel P1 side, it is sufficient to integrally attached to the case of fabricating the wall panels P1 example in a factory or the like. Here, as the connecting member 30, at least two plate members 31, 32 arranged so as to sandwich the square members 40, 50 from the side surfaces thereof are used, and these plate members 31, 32 are used as the respective square members 40, 50. It is particularly preferred that each is fixed by fastening means k such as nailing or screwing. This greatly facilitates the on-site joining operation.
[0014]
In the illustrated example, the thickness d of the square members 40 and 50 is smaller than the thickness t of the wall panel P1 by the total thickness of the two plate members 31 and 32. Care is taken that the surfaces of the plate members 31, 32 are substantially flush with the surface of the wall panel P1. Therefore, it is possible to obtain a joint structure having good appearance of the joint portion and high airtightness. Of the plate members 31 and 32, the plate member 32 disposed outside is also wide, and a part thereof covers the side surface of the pillar 10. Therefore, by fixing the plate 31 covering the side surface of the pillar 10 to the pillar 10, the joining strength can be increased. FIG. 4 also shows an example in which another wall panel P1 is joined to another side surface of the pillar 10. In this case, the wide plate material 31 is arranged inside so as to abut the surface of the plate material 32. In this way, the inner surfaces of the two wall panels P1 and P1 can be formed into a clean right-angled wall surface without unevenness.
[0015]
FIG. 5 shows a bonding mode of the floor panel P2 to the beam 20. The length of the floor panel P2 shown here is also smaller than the interval between the beams 20 parallel to each other (only one beam is shown). For example, in a state where the floor panel P2 is arranged so as to extend between the beams 20, a gap S1 of about 1 cm is formed between both ends of the floor panel P2 between the floor panel P2 and the beams 20. Therefore, the floor panel P2 can be very easily arranged between the beams 20. However, since the floor panel P2 is so short, it cannot be extended between the beams 20. Therefore, the connecting member 30 is used. In this case, before the floor panel is arranged, the receiving member 33 supporting the lower surface of the floor panel P2 is fixed to the side surface of the beam 20. After arranging the floor panel P2, a wide holding plate 34 extending from the upper surface of the floor panel P to the upper surface of the beam 20 is arranged and fixed to the floor panel P1 and the beam 20.
[0016]
The pressing plate 34 is also designed to be flush with the surface of the floor panel P2. FIG. 5 shows an example in which another floor panel P2 is similarly joined to the other side surface of the beam 20. In the case of such a joint form, the holding plate 34 can be shared as a connecting member for the floor panels P2, P2. FIG. 6 shows an example in which a floor panel P2 is joined to one side surface of the beam 20 and a wall panel P1 is joined below the beam 20. FIG. 7 shows a specific example of each of the wall panels P1 and the connecting members 30 arranged between the columns 10 of the building. As can be understood from the plan sectional view of FIG. 7, the width of each of the plate members 31 and 32 constituting the connecting member 30 is made different depending on the positional relationship, the size, the shape, and the like of the pillar 10. In addition, the range covering the side surface of the pillar 10 is also changed in consideration of the relationship with the exterior material and the interior material of the building. However, basically, it is desirable that no irregularities or gaps be formed on the surface of the inner and outer walls serving as the base.
[0017]
【The invention's effect】
As described above, according to the present invention, of the structural members such as columns and beams assembled in a frame, panels are arranged between structural members parallel to each other at intervals, and the structural members and the panels are joined to each other. In doing so, the size of the panel is set to be smaller than the interval between the structural materials, and the structural material and the panel are joined by using a connecting member that is fixed between the panels. Therefore, the joining work of the panel to the structural material is extremely good, and the ordinary dimensional error in frame assembly and panel production can be absorbed, and the joining can be performed with high precision so that no gap is formed.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment of the present invention.
FIG. 2 is a partial cross-sectional side view showing an embodiment of the present invention.
FIG. 3 is a partial sectional plan view showing an embodiment of the present invention.
FIG. 4 is a transverse sectional view of a main part showing another embodiment of the present invention.
FIG. 5 is a longitudinal sectional view of a main part showing another embodiment of the present invention.
FIG. 6 is a longitudinal sectional view of a main part showing an embodiment of the present invention.
FIG. 7 is a schematic plan sectional view showing an embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Pillar 20 Beam 30 Connecting material 31, 32 Plate material 33 Receiving material 34 Holding plate 40, 50 Square material P1 Wall panel P2 Floor panel

Claims (9)

軸組みした柱、梁等の構造材のうち、互いに間隔をおいて並行する構造材間にパネルを配置し、それら構造材とパネルとを相互に接合する方法であって、前記パネルの大きさを、前記構造材間の間隔よりも小さく設定しておき、それら構造材とパネルとを、それらの間に差し渡して固定する繋ぎ材を用いて接合するに際し、
前記構造材および壁パネルの互いに対向する両側面に、それら両側面に沿って上下に延びる角材をそれぞれ固定しておき、それら角材どうしを前記繋ぎ材で固定することによって、構造材と壁パネルとを接合することを特徴とする、軸組み用構造材とパネルとの接合方法。
A method of arranging panels between parallel structural members spaced apart from one another among structural members such as framed columns and beams, and joining these structural members and panels to each other, the size of the panels Is set to be smaller than the interval between the structural materials, when the structural material and the panel, when joining using a connecting member that is fixed by passing between them ,
On the opposite side surfaces of the structural material and the wall panel, square members extending vertically along the both side surfaces are fixed, respectively, and the square members are fixed to each other with the connecting member. A method of joining a structural member for frame assembly and a panel , characterized by joining.
前記構造材が、互いに間隔をおいて並行する柱であり、前記パネルが、前記並行する柱間に立てた矩形状の壁パネルである、請求項1の軸組み用構造材とパネルとの接合方法。The joint between a structural member for frame assembly and a panel according to claim 1, wherein the structural members are columns that are parallel to each other at intervals, and the panel is a rectangular wall panel provided between the parallel columns. Method. 前記壁パネルの上に、前記柱間に架設された梁があり、その梁の下面と前記壁パネルの上面に、それら梁の長さ方向および壁パネルの幅方向に沿って延びる角材をそれぞれ固定し、それら角材どうしを前記繋ぎ材で固定することによって、梁と壁パネルとを接合する、請求項の軸組み用構造材とパネルとの接合方法。On the wall panel, there is a beam erected between the columns, and on the lower surface of the beam and the upper surface of the wall panel, square members extending along the length direction of the beam and the width direction of the wall panel are respectively fixed. The method for joining a structural member for frame assembly and a panel according to claim 2 , wherein the beams and the wall panel are joined by fixing the square members with the connecting member. 前記繋ぎ材が、前記角材どうしをその側面から挟み付けるように配置する少なくとも2枚の板材からなり、それら各板材を前記各角材にそれぞれ固定した、請求項あるいはの軸組み用構造材とパネルとの接合方法。The structural member for a shaft assembly according to claim 1 or 3 , wherein the connecting member is formed of at least two plate members arranged so as to sandwich the square members from the side surfaces thereof, and the respective plate members are fixed to the respective square members. How to join the panel. 前記角材の厚さを、前記壁パネルの厚さよりも小さく設定し、前記各板材の表面を前記壁パネルの表面とほぼ面一にした、請求項の建物の軸組み用構造材とパネルとの接合方法。5. The structural member and panel for a building frame according to claim 4 , wherein the thickness of the square member is set smaller than the thickness of the wall panel, and the surface of each of the plate members is substantially flush with the surface of the wall panel. Joining method. 前記柱に固定した角材の側面と柱の側面とが面一であり、その角材の側面に配置した前記板材が、前記柱の側面まで延びてその側面に固定してある、請求項あるいはの軸組み用構造材とパネルとの接合方法。And side surfaces and the bar of the timbers fixed to said post is flush, the plate was placed on the sides of the square timber is, is fixed to the side surface extending to the side surface of the pillar, claim 4 or 5 Method of joining structural members for frames to panels. 前記梁に固定した角材の側面と梁の側面とが面一であり、その角材の側面に配置した前記板材が、前記梁の側面まで延びてその側面に固定してある、請求項あるいはの軸組み用構造材とパネルとの接合方法。The beam to have the side surfaces and the beam of fixed square timber is flush with the plate arranged on the side surface of the square timber it is, is fixed to the side surface extending to the side surface of the beam, according to claim 4 or 5 Method of joining structural members for frames to panels. 前記構造材が、互いに間隔をおいて並行する梁であり、前記パネルが、前記並行する梁間に配置した床パネルである、請求項1の軸組み用構造材とパネルとの接合方法。2. The method according to claim 1, wherein the structural members are beams parallel to each other at intervals, and the panel is a floor panel disposed between the parallel beams. 3. 前記繋ぎ材として、前記床パネルの下面を支持するように前記梁の側面に固定する受け材と、前記梁の上面から前記床パネルの上面に至る押さえ板とを用いる、請求項の軸組み用構造材とパネルとの接合方法。9. The shaft assembly according to claim 8 , wherein a receiving member fixed to a side surface of the beam so as to support a lower surface of the floor panel and a holding plate extending from an upper surface of the beam to an upper surface of the floor panel are used as the connecting member. Method for joining structural materials to panels.
JP26482295A 1995-09-19 1995-09-19 Method of joining structural members for frames and panels Expired - Fee Related JP3594376B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26482295A JP3594376B2 (en) 1995-09-19 1995-09-19 Method of joining structural members for frames and panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26482295A JP3594376B2 (en) 1995-09-19 1995-09-19 Method of joining structural members for frames and panels

Publications (2)

Publication Number Publication Date
JPH0978724A JPH0978724A (en) 1997-03-25
JP3594376B2 true JP3594376B2 (en) 2004-11-24

Family

ID=17408695

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26482295A Expired - Fee Related JP3594376B2 (en) 1995-09-19 1995-09-19 Method of joining structural members for frames and panels

Country Status (1)

Country Link
JP (1) JP3594376B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018078860A1 (en) * 2016-10-31 2018-05-03 株式会社結設計 Wooden quasi-fireproof wall structure

Also Published As

Publication number Publication date
JPH0978724A (en) 1997-03-25

Similar Documents

Publication Publication Date Title
KR100732735B1 (en) Structure of steel house and method for construction of the same
JP3581426B2 (en) Structural materials and floor and roof structures of wooden buildings and construction methods using them
CA3067529A1 (en) Building and construction method for same
JP3594376B2 (en) Method of joining structural members for frames and panels
US5718093A (en) Floor panel joint structure and method of making a wooden building with the same
JPS60141937A (en) Prefabricated house
JP3987653B2 (en) Wall panel for wooden building
JPH0681408A (en) Gate type panel unit
JP2785975B2 (en) Floor panel and floor construction method
JPS5932644Y2 (en) Floor insulation structure of small unit house
JPH045351A (en) Method for building house in wooden framework construction and its wall panel and floor panel
JPH0324733Y2 (en)
JP3165667B2 (en) Exterior wall panels
JP2526443Y2 (en) Portal panel made of laminated wood
JPH09158364A (en) Wall structure
JPH10115030A (en) Wall panel for building
JPH0449344A (en) Unit frame of building
JP3031921U (en) Composite pillar
JP2001081861A (en) Outer wall panel and building
JP2807207B2 (en) Exterior wall panels
JPH0636121Y2 (en) Wall material for building and building using the wall material
JPH10306506A (en) Building unit for connection and unit type building
JPH09125565A (en) Wooden structural member for construction
JPH06346505A (en) Method for constructing outer wall in wooden building
JP2001090180A (en) Wooden house and woody building material

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040415

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040428

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040609

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040831

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040831

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20070910

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080910

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080910

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090910

Year of fee payment: 5

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090910

Year of fee payment: 5

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100910

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100910

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110910

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110910

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120910

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120910

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130910

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees