JP2006104774A - Building member connection structure - Google Patents

Building member connection structure Download PDF

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JP2006104774A
JP2006104774A JP2004293035A JP2004293035A JP2006104774A JP 2006104774 A JP2006104774 A JP 2006104774A JP 2004293035 A JP2004293035 A JP 2004293035A JP 2004293035 A JP2004293035 A JP 2004293035A JP 2006104774 A JP2006104774 A JP 2006104774A
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bolt
tenon
building
joint
fixing member
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JP2004293035A
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Norihiro Urakawa
典宏 浦川
Toshihiro Yamashita
智弘 山下
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Fuji Electric Retail Systems Co Ltd
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Fuji Electric Retail Systems Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a building member connection structure for connecting between building members, particularly between a sill, a column, a wall panel, a beam, etc. for use in a building, wherein the connection structure dispenses with screwing of each bolt into a bolt hole formed in a tenon at the time of rigidly connecting the members to each other by a bolt, and enables rigid connection of the building members only by further clamping the bolt which has been already screwed into a connection securing member. <P>SOLUTION: According to the building member connection structure, one of the members to be connected together has the tenon 11 formed on an end thereof, and the tenon 11 has a single or a plurality of notched grooves 11a formed therein, for inserting the bolt 21 therein. The other member has the U-shaped cross-sectional connection securing member 13 formed thereon, and the connection securing member 13 has a gap formed therein, for inserting the tenon therein. Then the tenon of the one member is inserted into the gap of the connection securing member, and mutually opposed side plates of the connection securing member with the tenon interposed therebetween allow screwing of the bolt which has penetrated the notched groove formed in the tenon. In this manner the tenon is rigidly clamped by the side plates pairing with each other. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、建屋等に使用される土台、柱、壁板パネル、梁等の建築部材の接合構造に関するものである。   The present invention relates to a joint structure for building members such as foundations, columns, wallboard panels, and beams used in buildings and the like.

従来の建屋等に使用される土台、柱、梁等の建築部材の接合構造は、図5aの立体斜視図および図5bの接合断面図に示すように、土台1の端部に設けられるボルト孔22を施したホゾ部11を、柱2の内側面の所定の箇所に固着して設けられる座金板(ナット)15に接合し、土台1のホゾ部11に施したボルト孔22にボルト21のボルト軸21aを螺入して、土台1と柱2を固定する構造がとられていた。   As shown in the three-dimensional perspective view of FIG. 5a and the joint cross-sectional view of FIG. 5b, the joint structure of building members such as foundations, pillars, and beams used in conventional buildings is bolt holes provided at the end of the base 1. 22 is joined to a washer plate (nut) 15 that is fixedly attached to a predetermined portion of the inner side surface of the column 2, and bolts 22 are formed in bolt holes 22 formed in the base portion 11 of the base 1. The bolt shaft 21a is screwed in and the base 1 and the pillar 2 are fixed.

しかしながら、このような従来構造は、図5aおよび図5bに示すように、土台1と柱2の全ての接合箇所に、ボルト21と座金板(ナット)15のセットを必要とするため、それら部材に適合するボルト21と座金板(ナット)15のセットを数多く揃える必要がある。   However, as shown in FIGS. 5a and 5b, such a conventional structure requires a set of bolts 21 and washer plates (nuts) 15 at all joints between the base 1 and the pillars 2, so that these members It is necessary to prepare a large number of sets of bolts 21 and washer plates (nuts) 15 that conform to the above.

またホゾ部11が大きい場合には、これら土台1と柱2を確実に接合固定するために、ホゾ部11には複数のボルト孔22を成形し、土台1と柱2を接合するごとに複数本のボルト21をボルト孔22に通してボルト21を螺着する必要があるため、施工時においてこれら作業には思いの外手間と時間が掛かる。   In addition, when the base portion 11 is large, a plurality of bolt holes 22 are formed in the base portion 11 in order to securely join and fix the base 1 and the pillar 2, and a plurality of times each time the base 1 and the pillar 2 are joined. Since it is necessary to pass the bolt 21 through the bolt hole 22 and screw the bolt 21, these operations take time and effort as expected.

これらの問題を改善する手段として、特許文献1の発明では、固定部材と押さえ部材および仕切り用のパネルから構成され、固定部材は設置面に固定するための底部と、該底部の端部より形成された立壁状の支持部とからなり、押さえ部材が組立ボルトを介して一体的に組み合わされ、支持部と押さえ部材との間にパネルが挟着する構造を採用している。   As means for improving these problems, in the invention of Patent Document 1, it is composed of a fixing member, a pressing member and a partition panel, and the fixing member is formed from a bottom portion for fixing to the installation surface and an end portion of the bottom portion. In this structure, the holding member is integrally combined via an assembly bolt, and the panel is sandwiched between the supporting portion and the holding member.

しかしながら、支持部と押さえ部材との間にパネルを挟着しただけでは、ボルトの損傷や除緩等が生じた場合には、支持部と押さえ部材による挟着力が緩み、パネルは横ずれや縦ずれを起こすことが考えられる。
特開平11−303262号公報
However, if the panel is only sandwiched between the support part and the pressing member, if the bolt is damaged or loosened, the clamping force by the support part and the pressing member will be loosened, and the panel will be displaced laterally or vertically. Can be caused.
JP-A-11-303262

かかる従来構造の欠点を解消するために、本発明は、特に建屋等に利用される土台、柱、壁板パネル、梁等の建築部材の接合構造おいて、部材毎に適合したボルトと座金板(ナット)のセットを一々揃えることなく、また建築部材を接合固定する際にも、柱の所定の場所に設けられている接合固定部材に、土台の端部に設けられているホゾ部を挿入し、予め接合固定部材に仮締めされているボルトを完全に締付けるだけで足り、従来のようなホゾ部に設けられているボルト孔と、座金板(ナット)に設けられているボルト孔にボルトを一本一本螺入する必要のない建築部材の接合構造を提供することを課題とするものである。   In order to eliminate the disadvantages of such conventional structures, the present invention is particularly suitable for bolts and washer plates suitable for each member in a joint structure for building members such as foundations, columns, wall plate panels, and beams used in buildings and the like. Insert the tenon part provided at the end of the base into the joint fixing member provided at the predetermined place of the pillar without fixing the set of (nuts) one by one and also when joining and fixing the building members However, it is only necessary to completely tighten the bolt temporarily tightened to the joint fixing member in advance, and the bolt hole provided in the hoso portion as in the prior art and the bolt hole provided in the washer plate (nut) It is an object of the present invention to provide a construction structure for building members that does not need to be screwed one by one.

このような課題を解決するため、請求項1の発明は、柱、壁板パネル、梁等の建築部材を相互に接合するものにおいて、接合する一方の部材の端部に、ボルトを通すための1つまたは複数の切り欠き溝を有するホゾ部を設け、他方の部材の接合箇所に、前記ホゾ部を挿入する隙間を有する断面コ字状の接合固定部材を設け、この接合固定部材の隙間に前記一方の部材のホゾ部を挿入し、このホゾ部を挟んで対向する接合固定部材の側板対間に、ホゾ部の切り欠き溝内を貫通させてボルトを渡してねじ込むことにより、前記ホゾ部を前記側板対により締め付け固定することを特徴とする。   In order to solve such a problem, the invention of claim 1 is for joining a building member such as a pillar, a wall panel, and a beam to each other, and for passing a bolt through an end of one member to be joined. A tenon portion having one or a plurality of cutout grooves is provided, and a joint fixing member having a U-shaped cross section having a gap for inserting the tenon portion is provided at a joint portion of the other member, and the gap between the joint fixing members is provided. By inserting the tenon portion of the one member and passing the bolt through the notch groove of the tenon portion between the side plate pairs of the joint fixing members facing each other with the tenon portion interposed therebetween, the tenon portion Is fastened and fixed by the pair of side plates.

請求項2の発明は、前記他方の部材の接合固定部材に予め接合ボルトを仮締めしておき、この接合ボルトのねじ込まれた接合固定部材の隙間に、前記一方の部材のホゾ部を挿入し、前記結合ボルトを完全に締付けることを特徴とする。   According to a second aspect of the present invention, a joining bolt is temporarily tightened in advance to the joining and fixing member of the other member, and the relief portion of the one member is inserted into a gap between the joining and fixing members into which the joining bolt is screwed. The coupling bolt is completely tightened.

請求項3の発明は、前記接合固定部材の側板対の一方の板厚を薄くしたことを特徴とする。   The invention according to claim 3 is characterized in that one plate thickness of the side plate pair of the joint fixing member is reduced.

本発明の建物部材の接合構造よれば、柱に土台、壁板パネル、梁等の建築部材を接合固定するときに、予め接合固定部材を構成している対向する側板に挿通したボルトを完全に締付けるだけで建築部材を確実に固定することが可能なため、従来のようにホゾ部と座金板(ナット)のボルト孔にボルトを一本一本螺入する必要もなく、手際よく土台、壁板パネル、梁等の建築部材を的確に柱に接合固定し建屋を組立てることが可能となる。   According to the building member joining structure of the present invention, when a building member such as a base, a wall panel, and a beam is joined and fixed to a pillar, the bolts inserted through the opposing side plates that constitute the joining and fixing member in advance are completely Building members can be securely fixed simply by tightening them, so there is no need to screw bolts one by one into the bolt holes of the louvered part and washer plate (nut) as in the past. It is possible to assemble a building by accurately joining and fixing building members such as plate panels and beams to the columns.

更に土台、壁板パネル、梁の端部または両端部に設けられている前記ホゾ部には、ボルトを通すための1つ又は複数の切り欠き溝を有しているので、前記ホゾ部を持つ土台、壁板パネル、梁を、柱に設けられる接合固定部材に挿入したときには、ホゾ部に施した切り欠きが、前記接合固定部材を構成している対向する側板に挿通した増し締め自在のボルトの軸部に嵌合するため、これら土台、壁板パネル、梁と柱は接合ずれを起こすことの少ない効果を得ることができる。   Furthermore, since the base portion, the wall plate panel, the end portion or both end portions of the beam provided with one or a plurality of cutout grooves for passing bolts, the base portion has When a base, a wall panel, and a beam are inserted into a joint fixing member provided on a column, a notch provided in the ridge part is inserted into an opposing side plate that constitutes the joint fixing member. The base, the wall panel, the beam, and the column can be coupled with each other, so that it is possible to obtain an effect that the joint is less displaced.

以下に、図面を参照して本発明の建築部材の接合構造の実施例を説明する。   Below, the Example of the joining structure of the building member of this invention is described with reference to drawings.

図1a、図1bおよび図1cは、土台1と柱2の接合構造を示した第1の実施例である。   FIGS. 1 a, 1 b, and 1 c are a first embodiment showing a joint structure between a base 1 and a pillar 2.

図1aでは、土台1を柱2に嵌合する様子を立体斜視図によって示したものである。   In FIG. 1a, a state in which the base 1 is fitted to the pillar 2 is shown by a three-dimensional perspective view.

図1b(A)(B)は、図1aのA−A断面図である。   FIGS. 1B (A) and 1 (B) are cross-sectional views taken along line AA in FIG. 1A.

図1c(A)(B)は、図1aのB−B断面図である。   1c (A) and 1 (B) are cross-sectional views taken along the line BB of FIG. 1a.

図1bの(A)および(B)に示すように、土台1の端部には、ホゾ部11を設け、ホゾ部11には、ボルト21を通すための横U字状の2つの切り欠き溝11aをホゾ部11の先端に有し、前記ホゾ部11を受け入れるための断面コ字所の接合固定部材13を柱2の内側面の下部に固着する。   As shown in (A) and (B) of FIG. 1 b, the end portion of the base 1 is provided with a tenon portion 11, and the notch portion 11 has two horizontal U-shaped notches for passing bolts 21. A groove 11 a is provided at the tip of the ridge portion 11, and a joint fixing member 13 having a U-shaped cross section for receiving the ridge portion 11 is fixed to the lower portion of the inner side surface of the column 2.

図1cの(A)および(B)に示すように、接合固定部材13は、対向する側板(13a、13b)が連結板13cによって連結されている。また接合固定部材の側板13aの面からは、側板13bへ貫通するそれぞれ2つのボルト孔が並列に設けられている。側板13a側のボルト孔には、螺子溝の切られていない貫通孔であるが、側板13b側のボルト孔は、螺子溝の切られた螺子孔となっている。   As shown to (A) and (B) of FIG. 1c, as for the joining fixing member 13, the opposing side plates (13a, 13b) are connected by the connection plate 13c. Further, two bolt holes penetrating to the side plate 13b are provided in parallel from the surface of the side plate 13a of the joint fixing member. The bolt hole on the side plate 13a side is a through hole in which the screw groove is not cut, but the bolt hole on the side plate 13b side is a screw hole in which the screw groove is cut.

このようなボルト孔を設けることにより、ホゾ部11に施した2箇所の切り欠き溝11aを、接合固定部材13の対向する側板(13a、13b)の間に挿通しているボルト21のボルト軸21aに嵌合することが可能となる。   By providing such a bolt hole, the bolt shaft of the bolt 21 through which the two notched grooves 11a provided in the ridge portion 11 are inserted between the opposing side plates (13a, 13b) of the joint fixing member 13 is provided. It becomes possible to fit in 21a.

ボルト21は、予め接合固定部材13を構成する対向する一方の側板13aのボルト孔を貫通して、他方の側板13bのボルト孔に増し締め可能な位置までねじ込まれ仮締めされている。また、側板13aは板厚が、側板13bの厚さより薄くされ、撓みやすくされている。これはボルトを完全に締付けることにより側板13aは、連結板13cを支点として側板13bの方向へ弾性変形しホゾ部11の挟着固定力を増大するためである。   The bolt 21 penetrates the bolt hole of the one side plate 13a which opposes the joint fixing member 13 in advance, and is screwed to the bolt hole of the other side plate 13b to a position where it can be further tightened and temporarily tightened. Further, the side plate 13a is made thinner than the side plate 13b so as to be easily bent. This is because the side plate 13a is elastically deformed in the direction of the side plate 13b with the connecting plate 13c as a fulcrum by completely tightening the bolts, thereby increasing the pinching and fixing force of the ridge portion 11.

土台1の端部に設けられているホゾ部11を、予めボルト21がねじ込まれ仮締めされている接合固定部材13の挟着部13dへ挿入するように水平移動させ、もって切り欠き溝11aと接合固定部材13を構成する対向する側板(13a、13b)間に挿通したボルト21のボルト軸21aとを嵌合させ、その後、ボルト21を完全に締付けることにより、側板(13a、13b)内の挟着部13dで挟着し、土台1と、柱2と接合をする。   The ridge portion 11 provided at the end of the base 1 is horizontally moved so as to be inserted into the clamping portion 13d of the joint fixing member 13 into which the bolt 21 is screwed in advance and temporarily tightened. By fitting the bolt shaft 21a of the bolt 21 inserted between the opposing side plates (13a, 13b) constituting the joint fixing member 13 and then tightening the bolt 21 completely, the inside of the side plates (13a, 13b) It clamps by the clamping part 13d, and the base 1 and the pillar 2 are joined.

なお、実施例1では、土台1と柱2の接合構造について述べたが、このような接合構造は、壁板と柱2というように他の建築部材の接合についても適用可能である。また、本実施例では、ホゾ部11に有している横U字状の切り欠き溝11aは2つであるが、建屋の規模や建築部材の接合場所によっては、切り欠き溝11aの数は2つに限定されない。さらに、接合固定部材13は略コ字状の一体成形部材であってもよい。   In addition, in Example 1, although the joint structure of the base 1 and the pillar 2 was described, such a joint structure is applicable also to joining of another building member like a wall board and the pillar 2. FIG. In the present embodiment, there are two horizontal U-shaped cutout grooves 11 a in the ridge portion 11, but the number of cutout grooves 11 a depends on the scale of the building and the location where the building members are joined. It is not limited to two. Further, the joint fixing member 13 may be a substantially U-shaped integrally formed member.

図2a、図2bおよび図2cは、梁5と柱2aの接合構造を示した第2の実施例である。   2a, 2b, and 2c show a second embodiment showing a joint structure of the beam 5 and the column 2a.

図2aでは、梁5を柱2aに嵌合する様子を立体斜視図によって示したものである。   In FIG. 2a, a state in which the beam 5 is fitted to the column 2a is shown by a three-dimensional perspective view.

図2b(A)(B)は、図2aの立体斜視図内にて表したA−A断面図である。   2B (A) and 2 (B) are cross-sectional views taken along the line AA in the three-dimensional perspective view of FIG. 2A.

図2c(A)(B)は、図2aの立体斜視図内にて表したB−B断面図である。   2c (A) and 2 (B) are cross-sectional views taken along the line BB in the three-dimensional perspective view of FIG. 2a.

図2bの(A)および(B)に示すように、梁5の端部には、ホゾ部12を設け、ホゾ部12には、ボルト21を通すための逆U字状の切り欠き溝12aをホゾ部12の下端に有し、前記ホゾ部12を受け入れるための断面コ字状の接合固定部材14を柱2aの内側面の上部に固着する。   As shown in (A) and (B) of FIG. 2 b, the end portion of the beam 5 is provided with a ridge portion 12, and the ridge portion 12 has an inverted U-shaped notch groove 12 a for passing a bolt 21. Is attached to the upper portion of the inner side surface of the column 2a.

図2cの(A)および(B)に示すように、接合固定部材14は、対向する側板(14a、14b)が連結板14cによって連結されている。また接合固定部材の側板14aの面からは、側板14bにはそれぞれを貫通してボルト孔が2つ設けられている。側板14a側のボルト孔には、螺子溝の切られていない貫通孔であるが、側板14b側のボルト孔は、螺子溝の切られた螺子孔となっている。   As shown to (A) and (B) of FIG. 2c, as for the joining fixing member 14, the opposing side plates (14a, 14b) are connected by the connection plate 14c. Further, two bolt holes are provided through the side plate 14b from the side of the side plate 14a of the joining and fixing member. The bolt hole on the side plate 14a side is a through hole in which the screw groove is not cut, but the bolt hole on the side plate 14b side is a screw hole in which the screw groove is cut.

このようなボルト孔を設けることにより、ホゾ部12に有した切り欠き溝12aを、接合固定部材14の対向する一方の側板14aのボルト孔から他方側板14bのボルト孔へ挿通したボルト21のボルト軸21aに嵌合することが可能となる。   By providing such a bolt hole, the bolt 21 of the bolt 21 inserted into the notch groove 12a of the ridge portion 12 from the bolt hole of the one side plate 14a facing the joint fixing member 14 to the bolt hole of the other side plate 14b. It can be fitted to the shaft 21a.

ボルト21は、予め接合固定部材13を構成する対向する一方の側板14aのボルト孔を貫通して、他方の側板14bのボルト孔に、ねじ込まれ仮締めされている。また、側板14aは板厚が、側板14bの厚さより薄くされ、撓みやすくされている。これはボルト21を完全に締付けることにより側板14aは、連結板14cを支点として側板14bの方向へ弾性変形しホゾ部12の挟着固定力を増大するためである。   The bolt 21 penetrates the bolt hole of the one side plate 14a which opposes the joint fixing member 13 in advance, and is screwed into the bolt hole of the other side plate 14b and temporarily tightened. Further, the side plate 14a is thinner than the side plate 14b so that it can be easily bent. This is because when the bolt 21 is completely tightened, the side plate 14a is elastically deformed in the direction of the side plate 14b with the connecting plate 14c as a fulcrum, thereby increasing the pinching and fixing force of the flange portion 12.

梁5の端部に設けられているホゾ部12を、予めボルト21がねじ込まれ仮締めされている接合固定部材14の挟着部14dへ挿入するように垂直方向へ下降させ、もって切り欠き溝12aと接合固定部材13を構成する対向する側板(14a、14b)間に挿通したボルト21のボルト軸21aとを嵌合させ、その後、ボルト21を完全に締付けることにより、側板(14a、14b)内の挟着部14dで挟着し、梁5と、柱2aとを接合する。   The notch groove 12 is lowered in the vertical direction so that the boss portion 12 provided at the end of the beam 5 is inserted into the sandwiched portion 14d of the joint fixing member 14 into which the bolt 21 is screwed in advance and temporarily tightened. 12a and the bolt 21a of the bolt 21 inserted between the opposing side plates (14a, 14b) constituting the joint fixing member 13 are fitted, and then the bolt 21 is completely tightened, whereby the side plates (14a, 14b). The beam 5 and the column 2a are joined by being clamped by the inner clamping part 14d.

なお、実施例2では、針5と柱2aの接合構造について述べたが、このような接合構造は、壁板と柱2aというように他の建築部材の接合についても適用可能である。また、本実施例では、ホゾ部12に有している横U字状の切り欠き溝12aは1つであるが、建屋の規模や建築部材の接合場所によっては、切り欠き溝12aを複数設けることも可能である。さらに、接合固定部材14は略コ字状の一体成形部材であってもよい。   In addition, in Example 2, although the joint structure of the needle | hook 5 and the pillar 2a was described, such a joint structure is applicable also to joining of another building member like a wall board and the pillar 2a. In the present embodiment, there is one horizontal U-shaped cutout groove 12a in the ridge portion 12, but a plurality of cutout grooves 12a are provided depending on the scale of the building and the place where the building members are joined. It is also possible. Further, the joint fixing member 14 may be a substantially U-shaped integrally formed member.

図3は、中空構造をもつ柱3に、本発明の接合構造を適用した第3の実施例である。   FIG. 3 shows a third embodiment in which the joining structure of the present invention is applied to a column 3 having a hollow structure.

図3(B)に示す断面L字状の中空の柱3は、図3(A)に示すように、柱構成部材(3a、3b)から構成されている。この柱3の下部には、土台1の端部に設けられているホゾ部11が挿入可能なようにホゾ部11の断面積よりやや大きめのホゾ部挿入孔6が成形されている。また前記挿入孔6と同位置にある柱3aの内側面には、土台1の端部に設けられているホゾ部11を挟着可能な接合固定部材13が固着されている。なお、接合固定部材13の構成は実施例1と同様である。   As shown in FIG. 3A, the hollow pillar 3 having an L-shaped cross section shown in FIG. 3B is composed of pillar constituent members (3a, 3b). A lower portion of the pillar 3 is formed with a ridge portion insertion hole 6 slightly larger than the cross-sectional area of the ridge portion 11 so that the ridge portion 11 provided at the end of the base 1 can be inserted. Further, a joining and fixing member 13 capable of sandwiching the ridge portion 11 provided at the end portion of the base 1 is fixed to the inner side surface of the column 3 a located at the same position as the insertion hole 6. The configuration of the joining and fixing member 13 is the same as that of the first embodiment.

土台1の端部に設けられているホゾ部11を、予めボルト21のねじ込まれ仮締めされている接合固定部材13の挟着部13dへ挿入するように水平移動させ、もって切り欠き溝11aと接合固定部材13を構成する対向する側板(13a、13b)間に挿通したボルト21のボルト軸21aとを嵌合させ、その後、ボルト21を完全に締付けることにより、側板(13a、13b)内の挟着部13dで挟着し、土台1と、柱2と接合をする(図1c参照)。ホゾ部11と接合固定部材13を接合した後は、図3(B)に示すように柱3bと柱3aを接着固定させ中空L字状の柱3が完成する。   The notch portion 11 provided at the end of the base 1 is horizontally moved so as to be inserted into the sandwiching portion 13d of the joint fixing member 13 which has been previously screwed with the bolt 21 and temporarily tightened. By fitting the bolt shaft 21a of the bolt 21 inserted between the opposing side plates (13a, 13b) constituting the joint fixing member 13 and then tightening the bolt 21 completely, the inside of the side plates (13a, 13b) It clamps by the clamping part 13d, and the base 1 and the pillar 2 are joined (refer FIG. 1c). After joining the ridge portion 11 and the joining and fixing member 13, as shown in FIG. 3B, the pillar 3b and the pillar 3a are bonded and fixed to complete the hollow L-shaped pillar 3.

図4は、中空構造をもつ柱に、本発明の接合構造を適用した第4の実施例である。   FIG. 4 shows a fourth embodiment in which the joining structure of the present invention is applied to a column having a hollow structure.

図4(B)に示す断面L字状の中空の柱4は、図4(A)に示すように、柱構成部材(4a、4b)から構成されている。この柱4の下部には、梁5の端部に設けられているホゾ部12が挿入可能なようにホゾ部12の断面積よりやや大きめのホゾ部挿入孔7が成形されている。また前記挿入孔7と同位置にある柱4aの内側面には、梁5の端部に設けられているホゾ部12を挟着可能な接合固定部材14が固着されている。なお、接合固定部材14の構成は実施例2と同様である。   As shown in FIG. 4 (A), the hollow pillar 4 having an L-shaped cross section shown in FIG. 4 (B) is composed of pillar constituent members (4a, 4b). A lower portion insertion hole 7 is formed below the pillar 4 so that the upper portion 12 provided at the end of the beam 5 can be inserted. Further, a joining and fixing member 14 capable of sandwiching the ridge portion 12 provided at the end portion of the beam 5 is fixed to the inner side surface of the column 4 a at the same position as the insertion hole 7. The configuration of the joining and fixing member 14 is the same as that of the second embodiment.

梁5の端部に設けられているホゾ部12を、予めボルト21のねじ込まれ仮締めされている接合固定部材14の挟着部14dへ挿入するように垂直方向へ下降させ、もって切り欠き溝12aと接合固定部材13を構成する対向する側板(14a、14b)間に挿通したボルト21のボルト軸21aとを嵌合させ、その後、ボルト21を完全に締付けることにより、側板(14a、14b)内の挟着部14dで挟着し、梁5と、柱2aとを接合する(図2c参照)。ホゾ部12と接合固定部材14を接合した後は、図4(B)に示すように柱4bと柱4aを接着固定させ中空L字状の柱4が完成する。   The notch 12 is lowered in the vertical direction so as to be inserted into the sandwiched portion 14d of the joint fixing member 14 which has been previously screwed with the bolt 21 and is temporarily tightened. 12a and the bolt 21a of the bolt 21 inserted between the opposing side plates (14a, 14b) constituting the joint fixing member 13 are fitted, and then the bolt 21 is completely tightened, whereby the side plates (14a, 14b). It clamps by the inner clamping part 14d, and the beam 5 and the pillar 2a are joined (refer FIG. 2c). After joining the ridge portion 12 and the joining and fixing member 14, the pillar 4b and the pillar 4a are bonded and fixed as shown in FIG. 4B to complete the hollow L-shaped pillar 4.

本実施例では主に、土台と柱、梁と柱の接合構造について説明してきたが、本発明の接合構造はこれら建築部材に限定されることはなく、例えば柱と壁板など様々な建築部材の接合に適用する事ができる。   In the present embodiment, the joint structure between the base and the pillar and the beam and the pillar has been mainly described. However, the joint structure of the present invention is not limited to these building members, and various building members such as a pillar and a wall board are used. It can be applied to the joining.

本発明の第1の実施例を示す立体斜視図。1 is a three-dimensional perspective view showing a first embodiment of the present invention. 図1aのA−A断面図である。It is AA sectional drawing of FIG. 図1aのB−B断面図である。It is BB sectional drawing of FIG. 本発明の第2の実施例を示す平立体斜視図。FIG. 6 is a perspective plan view showing a second embodiment of the present invention. 図2aのA−A断面図である。It is AA sectional drawing of FIG. 2a. 図2aのB−B断面図である。It is BB sectional drawing of FIG. 2a. 本発明の第3の実施例を示す立体斜視図。The three-dimensional perspective view which shows the 3rd Example of this invention. 本発明の第4の実施例を示す立体斜視図。The three-dimensional perspective view which shows the 4th Example of this invention. 従来の土台と柱の接合構造Conventional foundation-column connection structure 従来の土台と柱の接合構造Conventional foundation-column connection structure

符号の説明Explanation of symbols

1 土台
2 柱
2a 柱
3 中空構造の柱
3a 柱構成部材
3b 柱構成部材
4 中空構造の柱
4a 柱構成部材
4b 柱構成部材
5 梁
6 挿入口
7 挿入口
11 ホゾ部
11a 切り欠き溝
12 ホゾ部
12a 切り欠き溝
13 接合固定部材
13a 側板
13b 側板
13c 連結板
13d 挟着部
14 接合固定部材
14a 側板
14b 側板
14c 連結板
14d 挟着部
15 座金板(ナット)
21 ボルト
21a ボルト軸
22 ボルト孔
DESCRIPTION OF SYMBOLS 1 Base 2 Column 2a Column 3 Hollow-structured column 3a Column-constituting member 3b Column-constituting member 4 Hollow-structured column 4a Column-constituting member 4b Column-constituting member 5 Beam 6 Insertion port 7 Insertion port 11 Hozo portion 11a Notch groove 12 Hozo portion 12a Notch groove 13 Bonding fixing member 13a Side plate 13b Side plate 13c Connection plate 13d Clamping portion 14 Bonding fixing member 14a Side plate 14b Side plate 14c Connection plate 14d Clamping portion 15 Washer plate (nut)
21 Bolt 21a Bolt shaft 22 Bolt hole

Claims (3)

柱、壁板パネル、梁等の建築部材を相互に接合するものにおいて、接合する一方の部材の端部に、ボルトを通すための1つまたは複数の切り欠き溝を有するホゾ部を設け、他方の部材の接合箇所に、前記ホゾ部を挿入する隙間を有する断面コ字状の接合固定部材を設け、この接合固定部材の隙間に前記一方の部材のホゾ部を挿入し、このホゾ部を挟んで対向する接合固定部材の側板対間に、ホゾ部の切り欠き溝内を貫通させてボルトを渡してねじ込むことにより、前記ホゾ部を前記側板対により締め付け固定することを特徴とする建築部材の接合構造。   For building members such as columns, wall panels, and beams that are joined to each other, the end of one member to be joined is provided with a relief portion having one or more notch grooves for passing bolts, A joint fixing member having a U-shaped cross section having a gap for inserting the tenon portion is provided at the joint portion of the member, and the tenon portion of the one member is inserted into the gap of the joint fixing member, and the tenon portion is sandwiched between The construction of the building member, wherein the side plate pair is tightened and fixed by the side plate pair by passing the bolt through the notch groove of the side wall portion and screwing it between the side plate pairs of the joint fixing member facing each other. Junction structure. 前記他方の部材の接合固定部材に予め接合ボルトを仮締めしておき、この接合ボルトのねじ込まれた接合固定部材の隙間に、前記一方の部材のホゾ部を挿入し、前記結合ボルトを完全に締付けることを特徴とする請求項1記載の建築部材の接合構造。   A joint bolt is temporarily fastened to the joint fixing member of the other member in advance, and a boss portion of the one member is inserted into a gap between the joint fixing members into which the joint bolt is screwed, and the joint bolt is completely attached. The building member joining structure according to claim 1, wherein the building member is tightened. 前記接合固定部材の側板対の一方の板厚を薄くしたことを特徴とする請求項1または2に記載の建築部材の接合構造。   3. The construction structure for building members according to claim 1 or 2, wherein one of the side plate pairs of the joint fixing member has a reduced thickness.
JP2004293035A 2004-10-05 2004-10-05 Building member connection structure Pending JP2006104774A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004293035A JP2006104774A (en) 2004-10-05 2004-10-05 Building member connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004293035A JP2006104774A (en) 2004-10-05 2004-10-05 Building member connection structure

Publications (1)

Publication Number Publication Date
JP2006104774A true JP2006104774A (en) 2006-04-20

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004293035A Pending JP2006104774A (en) 2004-10-05 2004-10-05 Building member connection structure

Country Status (1)

Country Link
JP (1) JP2006104774A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120823A (en) * 2014-07-17 2014-10-29 长沙远大住宅工业集团有限公司 Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel
JP2015007366A (en) * 2013-05-29 2015-01-15 大成建設株式会社 Partition wall structure
CN109296129A (en) * 2018-10-29 2019-02-01 南通龙哲混凝土制品有限公司 A kind of precast beam and its construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015007366A (en) * 2013-05-29 2015-01-15 大成建設株式会社 Partition wall structure
CN104120823A (en) * 2014-07-17 2014-10-29 长沙远大住宅工业集团有限公司 Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel
CN104120823B (en) * 2014-07-17 2016-06-01 长沙远大住宅工业集团有限公司 Prefabricated sandwich Side fascia with shearing shearkey box and working method thereof
CN109296129A (en) * 2018-10-29 2019-02-01 南通龙哲混凝土制品有限公司 A kind of precast beam and its construction method

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