JPH0649911A - Joint structure for main structural members for unit building - Google Patents

Joint structure for main structural members for unit building

Info

Publication number
JPH0649911A
JPH0649911A JP18394692A JP18394692A JPH0649911A JP H0649911 A JPH0649911 A JP H0649911A JP 18394692 A JP18394692 A JP 18394692A JP 18394692 A JP18394692 A JP 18394692A JP H0649911 A JPH0649911 A JP H0649911A
Authority
JP
Japan
Prior art keywords
building
unit
main structural
nut
adjacent
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.)
Pending
Application number
JP18394692A
Other languages
Japanese (ja)
Inventor
Katsuyuki Chihara
勝幸 千原
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 JP18394692A priority Critical patent/JPH0649911A/en
Publication of JPH0649911A publication Critical patent/JPH0649911A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To make it possible to enhance the structural strength of the whole unit building without processing a reference plane and reduce on-site work and connect building units with ease. CONSTITUTION:Joint structure 1 for a main structural material for a unit building is designed to interconnect posts of adjacent building units 12 and 13, which are separated from each other with a clearance (C). A first nut 2 installed to a post 15A for a building unit 13 on one side and a second nut 3 installed to a post 15B of a building unit 13B or the like on the other side, screws 4 which can be threaded into these nuts 2 and 3 and a regulating member 5 which regulates the span between the posts 15A and 15B are provided. This construction eliminates the need to process the reference plane for the posts 15 or the like, which makes it possible to make an accurate alignment for equipment.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はユニット建物の柱等主要
構造材の接合構造に係り、特に、隙間を隔てて隣合う建
物ユニットの主要構造材を接合し、その構造耐力を高め
る際に利用できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of main structural materials such as pillars of a unit building, and in particular, it is used for joining main structural materials of adjacent building units with a gap between them to enhance structural strength. it can.

【0002】[0002]

【背景技術】住宅等のユニット建物は、予め工場で製造
された複数の建物ユニットを組み合わせて構成されてい
る。この建物ユニットは、四隅の4本の柱と、これらの
柱の上端間および下端間同士を連結する上梁,下梁とで
構成された骨組みに、床材や天井材、外壁等を取り付け
て製造される。このような建物ユニットを組み合わせる
際は、通常、下階建物ユニットの上に接合プレートを介
して上階建物ユニットを載せ、接合ボルト等によって両
者を固定している。
BACKGROUND ART A unit building such as a house is configured by combining a plurality of building units manufactured in advance in a factory. This building unit consists of four columns at the four corners and a frame composed of upper and lower beams that connect the upper and lower ends of these columns to each other by attaching floor materials, ceiling materials, outer walls, etc. Manufactured. When combining such building units, usually, the upper-floor building unit is placed on the lower-floor building unit via a joining plate, and the two are fixed by joining bolts or the like.

【0003】このようなユニット建物では、各建物ユニ
ットの骨組みがそれぞれ独立したフレームとなってお
り、そのフレームのみの構造耐力しか有していない。そ
こで、図4に示すように、隣合う建物ユニット40A,40B
の隣接する主要構造材である柱41A,41B 同士を接合し
て、ユニット建物42全体の構造耐力を高めようとする技
術が開発されている。これによれば、隣接する柱41A,41
B 同士を、柱41A,41B の外周に連結板43等を取り付けて
接合し、柱41A,41B 同士の構造耐力ひいてはユニット建
物42全体の構造耐力を高めている。
In such a unit building, the skeleton of each building unit is an independent frame, and the structural strength of only that frame is provided. Therefore, as shown in FIG. 4, adjacent building units 40A, 40B
Has been developed to join the columns 41A and 41B, which are the main structural materials adjacent to each other, to increase the structural strength of the entire unit building 42. According to this, the adjacent pillars 41A, 41
The Bs are joined to each other by attaching a connecting plate 43 or the like to the outer circumferences of the pillars 41A and 41B to enhance the structural strength of the pillars 41A and 41B and thus the structural strength of the entire unit building 42.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、前述の
ような主要構造材の接合では、基準面から例えば艤装等
までの寸法が決めにくいという問題があった。すなわ
ち、建物ユニット40A,40Bにおいては、四隅の4本の柱4
1A,41B 等の室内側の2外周面が例えば各種艤装等の位
置決めの基準面44となっており、このような柱41A,41B
等の外周面に連結板43等を取り付ければ、連結板43等の
板厚を基準面44から加減したりしなくてはならず一々面
倒でもあり、結局基準面44からの各位置までの寸法が決
めにくいものとなっている。また、隣接する柱41A,41B
同士を接合するには、建築現場で各建物ユニット40A,40
B を組み合わせた後で、連結板43等をビス止めや溶接に
よって取り付けなければならず、手間がかかり、現場作
業が増えるという問題もあった。
However, in the joining of the main structural materials as described above, there is a problem that it is difficult to determine the dimension from the reference plane to, for example, outfitting. That is, in the building units 40A and 40B, the four pillars 4 at the four corners 4
Two outer peripheral surfaces on the indoor side such as 1A and 41B serve as reference planes 44 for positioning of various outfittings.
If the connecting plate 43 or the like is attached to the outer peripheral surface of the connecting plate 43 or the like, it is necessary to adjust the plate thickness of the connecting plate 43 or the like from the reference surface 44, which is troublesome one after another. Is difficult to decide. In addition, adjacent pillars 41A, 41B
To join each other, each building unit 40A, 40 at the construction site
After combining B, the connecting plate 43 and the like had to be attached by screwing or welding, which was troublesome, and there was a problem that site work increased.

【0005】ここに本発明の目的は、基準面を加工する
ことなくユニット建物全体の構造耐力を高めることがで
きるとともに、現場作業が少なくてすみ、かつ容易に接
合できるユニット建物の主要構造材の接合構造を提供す
ることにある。
The object of the present invention is to improve the structural strength of the entire unit building without machining the reference plane, to reduce the amount of field work, and to easily join the main structural materials of the unit building. It is to provide a joining structure.

【0006】[0006]

【課題を解決するための手段】そこで本発明は、ユニッ
ト建物において隙間を隔てて隣合う建物ユニットの隣接
する主要構造材の接合構造であって、前記一方側の建物
ユニットの主要構造材に設けられた第1のナット部材
と、この第1のナット部材に対向配置されるとともに前
記他方側の建物ユニットの主要構造材に設けられた第2
のナット部材と、前記隙間内においてこれらの各ナット
部材に螺合するねじ部材とを備えたユニット建物の主要
構造材の接合構造としたものである。
Therefore, the present invention provides a joint structure of adjacent main structural members of adjacent building units with a gap in a unit building, which is provided in the main structural member of the one side building unit. A first nut member and a second nut member that is arranged to face the first nut member and is provided on a main structural member of the building unit on the other side.
Of the main structural material of the unit building including the nut member and the screw member screwed into each of the nut members in the gap.

【0007】[0007]

【作用】このような本発明では、ユニット建物の隙間を
隔てて隣合う建物ユニットは、ねじ部材を、第1のナッ
ト部材と第2のナット部材とに螺合させることによって
接合する。隣合う建物ユニットは、ねじ部材とナット部
材との螺合により各建物ユニットの隙間で接合されてい
るので、主要構造材には何ら加工がされず、従って、基
準面が変わらず、建物ユニット内の艤装等の位置決めが
決めやすい。また、隣合う建物ユニットの接合は、ねじ
部材を各ナット部材に螺合させればよいので、容易に接
合でき、かつ現場作業が少なくてすみ、これらにより前
記目的が達成される。
According to the present invention, the building units adjacent to each other with a gap between the unit buildings are joined by screwing the screw member to the first nut member and the second nut member. Adjacent building units are joined in the gaps between the building units by screwing the screw members and nut members together, so no processing is performed on the main structural material, so the reference plane does not change and It is easy to determine the positioning of outfitting. Further, the adjoining building units can be joined by screwing the screw members to the respective nut members, so that the adjoining building units can be easily joined and the on-site work can be reduced, thereby achieving the above object.

【0008】[0008]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。図1,2には、本実施例のユニット建物の主要
構造材の接合構造によって建てられたユニット建物の全
体立面と全体平面とが示されている。これらの図におい
て、ユニット建物10は、基礎11の上に設置された複数の
下階建物ユニット12と、この下階建物ユニット12の上に
載置される上階建物ユニット13とを組み合わせて建てら
れており、各建物ユニット12,13は、四隅の4本の柱15
とこれらの柱15の上下端間を連結する上梁16と下梁17と
を備えている。また、下階建物ユニット12と上階建物ユ
ニット13との接合は、上下接合プレート14等を介して行
われる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 and 2 show an entire elevation surface and an overall plane surface of a unit building constructed by a joint structure of main structural materials of the unit building of the present embodiment. In these figures, a unit building 10 is constructed by combining a plurality of lower floor building units 12 installed on a foundation 11 and an upper floor building unit 13 placed on the lower floor building units 12. Each building unit 12, 13 has four pillars 15 at the four corners.
And an upper beam 16 and a lower beam 17 that connect the upper and lower ends of these columns 15 to each other. Further, the lower-floor building unit 12 and the upper-floor building unit 13 are joined together via the upper and lower joining plates 14 and the like.

【0009】ここで、柱15の、室内側の外周2面は、例
えば各種艤装等の取り付け位置を決めるための基準面18
となっており、図3に示すように取り付け部材19を介し
て内壁20等が、前記2面を基準として取り付けられてい
る。
Here, the two outer peripheral surfaces of the pillar 15 on the indoor side are, for example, reference surfaces 18 for determining attachment positions of various outfittings.
As shown in FIG. 3, the inner wall 20 and the like are attached via the attachment member 19 with the two surfaces as a reference.

【0010】図3には、本実施例のユニット建物の主要
構造材の接合構造(以下、単に接合構造という)1が示
されている。接合構造1は、ユニット建物10において、
隙間Cを隔てて隣合う建物ユニット12,13 の隣接する主
要構造材である柱15同士を接合する構造である。すなわ
ち、この構造1は、一方の建物ユニット13A 等の柱15A
に設けられた第1のナット部材2と、他方の建物ユニッ
ト13B 等の柱15B に設けられた第2のナット部材3と、
これらのナット部材2,3に螺合可能とされたねじ部材
4と、さらに、隣接する柱15A,15B 同士の間隔を規制す
る規制部材5とを備えたものとされている。
FIG. 3 shows a joint structure (hereinafter, simply referred to as a joint structure) 1 of main structural materials of the unit building of this embodiment. The joint structure 1 is a unit building 10
This is a structure in which the pillars 15 which are the main structural materials adjacent to each other of the building units 12 and 13 adjacent to each other with the gap C therebetween are joined. In other words, this structure 1 has pillars 15A such as one building unit 13A.
And a second nut member 3 provided on the pillar 15B of the other building unit 13B or the like,
A screw member 4 that can be screwed into the nut members 2 and 3 and a restricting member 5 that restricts the distance between the adjacent columns 15A and 15B are provided.

【0011】第1のナット部材2は、一方の建物ユニッ
ト13A の柱15A に溶接等により固着されており、建物ユ
ニット13A の高さ方向に例えば3箇所程度取り付けられ
ている。このナット部材2は内部にめねじ2Aが切られた
丸棒で形成されている。
The first nut member 2 is fixed to the pillar 15A of the one building unit 13A by welding or the like, and is attached to the building unit 13A in the height direction, for example, at about three places. The nut member 2 is formed of a round bar having an internal thread 2A cut therein.

【0012】第2のナット部材3は、第1のナット部材
2に対向して他方の建物ユニット13B の柱15B に取り付
けられており、このナット部材3も内部にめねじ3Aが切
られた丸棒で形成されている。ナット部材3の軸方向略
中央部には外周溝3Bが切られており、この外周溝3Bは、
他方の建物ユニット13B の柱15B に明けられた貫通穴15
C に係合するとともに回動可能となっている。ナット部
材3の、柱15B の外側の突出部3Cには二面巾3Dが形成さ
れており、この二面巾3Dにスパナ等を係合させて回動す
ることによって、ナット部材3とねじ部材4とが螺合す
るようになっている。
The second nut member 3 is attached to the pillar 15B of the other building unit 13B so as to face the first nut member 2, and this nut member 3 also has a circular shape with a female screw 3A cut therein. It is made of sticks. An outer peripheral groove 3B is cut at a substantially central portion in the axial direction of the nut member 3, and the outer peripheral groove 3B is
Through hole 15 in pillar 15B of the other building unit 13B
It engages C and is rotatable. The protrusion 3C on the outer side of the pillar 15B of the nut member 3 is formed with a two-sided width 3D. The nut member 3 and the screw member 4 are rotated by engaging a two-sided width 3D with a wrench or the like and rotating. Are screwed together.

【0013】ねじ部材4は、六角ボルトの頭部状に形成
された膨大部4Aと、この膨大部4Aの両側のねじ部4Bとで
一体的に形成されており、ねじ部4Bを形成するおねじは
前記両ナット部材2,3のめねじ2A,3Aに螺合可能とな
っている。
The screw member 4 is integrally formed with an enlarged portion 4A formed in the shape of a head of a hexagonal bolt and screw portions 4B on both sides of the enlarged portion 4A, and forms the screw portion 4B. The screws can be screwed into the female screws 2A and 3A of the nut members 2 and 3, respectively.

【0014】規制部材5は、前述のように隣接する柱15
A,15B 同士の隙間Cに配置されるとともに、両ナット部
材2,3とねじ部材4とを覆って設けられている。規制
部材5は丸パイプで形成されており、その長さは隣接す
る柱15A,15B 同士の設計上の隙間Cの寸法とされてい
る。従って、この規制部材5によって隣接する柱15A,15
B 同士の間隔が規制されるようになっている。また、規
制部材5の外周面には対向する窓部5Aが形成されてお
り、この窓部5Aはスパナ等を差し込んで第2のナット部
材3およびねじ部材4を回動できる大きさとされてい
る。
As described above, the regulating member 5 has the pillars 15 adjacent to each other.
It is arranged in a gap C between A and 15B and covers both nut members 2 and 3 and screw member 4. The regulating member 5 is formed of a round pipe, and its length is the dimension of the designed clearance C between the adjacent columns 15A and 15B. Therefore, the columns 15A, 15 that are adjacent to each other by the regulating member 5
The spacing between Bs is regulated. Further, a window portion 5A is formed on the outer peripheral surface of the regulating member 5 so as to face each other, and the window portion 5A has a size such that a wrench or the like can be inserted to rotate the second nut member 3 and the screw member 4. .

【0015】次に、本実施例の作用を説明する。複数の
下階建物ユニット12と上階建物ユニット13との、隣合う
建物ユニットの一方側の建物ユニット13A の柱15A に、
予め工場で第1のナット部材2を固着しておく。、この
ナット部材2にねじ部材4を螺合させて取り付けてお
く。このような建物ユニット12,13 を建築現場で組み合
わせユニット建物10を建てる。この際、第1のナット部
材2にねじ部材4を螺合させて取り付け、このナット部
材2とねじ部材4とに規制部材5を被せ、隣合う他方側
の建物ユニット13Bを一方側の建物ユニット13A に近づ
け、ねじ部材4に第2のナット部材3を螺合させる。
Next, the operation of this embodiment will be described. In the pillar 15A of the building unit 13A on one side of the adjacent building units of the plurality of lower building units 12 and the upper building unit 13,
The first nut member 2 is fixed in advance at the factory. The screw member 4 is screwed onto the nut member 2 and attached. Such building units 12 and 13 are combined at the construction site to construct the unit building 10. At this time, the screw member 4 is screwed and attached to the first nut member 2, the restricting member 5 is covered on the nut member 2 and the screw member 4, and the adjacent building unit 13B on the other side is attached to the building unit on the one side. 13A, and the second nut member 3 is screwed onto the screw member 4.

【0016】次いで、規制部材5の窓部5Aからスパナ等
を差し込み、このスパナ等によって、隣接する柱15A,15
B で規制部材5を挟持するまで第2のナット部材3を回
動する。このような接合を隣接する柱15A,15B の全部に
ついて行う。
Next, a wrench or the like is inserted from the window 5A of the regulating member 5, and the adjacent pillars 15A, 15 are struck by the wrench or the like.
The second nut member 3 is rotated until the restriction member 5 is clamped by B. Such joining is performed for all the adjacent columns 15A and 15B.

【0017】前述のような本実施例によれば次のような
効果がある。すなわち、隣合う建物ユニット13A,13B 等
の隣接する柱15A,15B 同士を接合してあるので柱15A,15
B 同士の構造耐力が大きくなり、ひいてはユニット建物
10全体の構造耐力が大きくなるという効果がある。ま
た、隣合う建物ユニット13A,13B 等の隣接する柱15A,15
B 同士を、この柱15A,15B 同士の隙間Cで接合してあ
り、柱15A,15B の基準面18には何ら加工されないので、
基準面18をそのまま基準面18として使用できる。従っ
て、各種艤装等が正確に取り付けられる。
According to this embodiment as described above, the following effects can be obtained. That is, since the adjacent columns 15A, 15B of the adjacent building units 13A, 13B, etc. are joined, the columns 15A, 15B
The structural strength of Bs is increased, which leads to unit buildings.
10 This has the effect of increasing the structural strength of the entire structure. In addition, adjacent pillars 15A, 15 such as adjacent building units 13A, 13B
Bs are joined at the gap C between the pillars 15A and 15B, and the reference plane 18 of the pillars 15A and 15B is not processed at all, so
The reference plane 18 can be used as it is as the reference plane 18. Therefore, various outfittings can be attached accurately.

【0018】さらに、隣接する柱15A,15B 同士の接合は
予め柱15A,15B に取り付けられている第1のナット部材
2と第2のナット部材3に、ねじ部材4を螺合させて締
め付けるだけでよいので、柱15A,15B 同士の接合が容易
かつ短時間で行える。また、隣接する柱15A,15B 同士の
隙間Cには規制部材5が設けられており、この規制部材
5を柱15A,15B 同士で挟持するまでねじ部材4を締め付
けるので、隣合う建物ユニット13A,13B 等の隣接する全
箇所の柱15A,15B 等同士の間隔が略同一寸法に統一さ
れ、従って、精度の高いユニット建物10が建てられる。
Further, the adjacent columns 15A and 15B are joined to each other only by screwing the screw member 4 into the first nut member 2 and the second nut member 3 which are previously attached to the columns 15A and 15B and tightened. Therefore, the columns 15A and 15B can be easily joined to each other in a short time. Further, the regulating member 5 is provided in the gap C between the adjacent columns 15A and 15B, and the screw member 4 is tightened until the regulating member 5 is sandwiched between the columns 15A and 15B. The intervals between the pillars 15A, 15B, etc. at all the adjoining locations such as 13B, etc. are unified to substantially the same size, so that the highly accurate unit building 10 is built.

【0019】なお、本発明は前述の実施例に限定される
ものではなく、次に示すような変形例を含むものであ
る。すなわち、前記実施例では第1のナット部材2を一
方側の建物ユニット13A に固着し、第2のナット部材3
を他方側の建物ユニット13B に回動可能に取り付けて、
これらのナット部材2,3にねじ部材4を螺合させるよ
うになっているが、これに限らず、例えば膨大部4Aの両
側に左右ねじ、つまり逆ねじが切られたねじ部が形成さ
れたねじ部材を、隣接する柱同士にそれぞれ固着された
ナット部材に螺合させてもよい。
It should be noted that the present invention is not limited to the above-mentioned embodiments, but includes the following modifications. That is, in the above-described embodiment, the first nut member 2 is fixed to the building unit 13A on one side, and the second nut member 3 is fixed.
Rotatably attached to the building unit 13B on the other side,
The screw member 4 is screwed into the nut members 2 and 3, but the invention is not limited to this, and for example, left and right threads, that is, threaded portions with reverse threads formed on both sides of the enlarged portion 4A. The screw member may be screwed to the nut members that are respectively fixed to the adjacent columns.

【0020】また、前記実施例では、規制部材5を丸パ
イプで形成するとともにねじ部材4等に被せて取り付け
たが、これに限らず、例えば隙間に相当する寸法の断面
コ字形の規制部材とし、コ字形の平行な二辺の内の一辺
を一方の柱の所定位置に溶接等で固着しておき、他方の
柱がコ字形の平行な二辺の内の他の一辺に当接するよう
にしてもよい。要は、隣接する柱同士の間隔を所定寸法
に規制できればよい。
Further, in the above-mentioned embodiment, the regulating member 5 is formed of a round pipe and is attached by covering the screw member 4 or the like, but the present invention is not limited to this, and the regulating member may be a U-shaped regulating member having a size corresponding to a gap. , One of the two parallel sides of the U-shape is fixed to one pillar at a predetermined position by welding or the like, and the other pillar is in contact with the other side of the two parallel sides of the U-shape. May be. In short, it suffices if the distance between adjacent columns can be regulated to a predetermined size.

【0021】その他、本発明の実施の際の具体的な構造
および形状等は、本発明の目的を達成できる範囲であれ
ば他の構造等でもよい。
In addition, the specific structure, shape, and the like for carrying out the present invention may be any other structure as long as the object of the present invention can be achieved.

【0022】[0022]

【発明の効果】以上に説明したように、本発明のユニッ
ト建物の主要構造材の接合構造によれば、基準面を加工
することなくユニット建物全体の構造耐力を高めること
ができるとともに、現場作業が少なくてすみ、かつユニ
ット建物の主要構造材を容易に接合できるという効果が
ある。
As described above, according to the joining structure of the main structural materials of the unit building of the present invention, the structural strength of the entire unit building can be increased without processing the reference plane, and at the site work. There is little effect, and the main structural materials of the unit building can be easily joined.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例に係るユニット建物の主要構
造材の接合構造が使用されたユニット建物の全体立面図
である。
FIG. 1 is an overall elevational view of a unit building in which a joint structure of main structural materials of a unit building according to an embodiment of the present invention is used.

【図2】同ユニット建物の全体平面図である。FIG. 2 is an overall plan view of the unit building.

【図3】本実施例に係るユニット建物の主要構造材の接
合構造の詳細図である。
FIG. 3 is a detailed view of a joint structure of main structural materials of the unit building according to the present embodiment.

【図4】従来例に係るユニット建物の主要構造材の接合
構造の詳細図である。
FIG. 4 is a detailed view of a joint structure of main structural materials of a unit building according to a conventional example.

【符号の説明】 1 ユニット建物の主要構造材の接合構造 2 第1のナット部材 3 第2のナット部材 4 ねじ部材 5 規制部材 10 ユニット建物 13 建物ユニット 13A 隣合う一方側の建物ユニット 13B 隣合う他方側の建物ユニット 15 柱 15A 隣接する一方側の柱 15B 隣接する他方側の柱[Explanation of reference symbols] 1 united structure of main structural materials of building 2 first nut member 3 second nut member 4 screw member 5 regulating member 10 unit building 13 building unit 13A adjacent one side building unit 13B adjacent Building unit on the other side 15 Pillars 15A Adjacent pillars on one side 15B Adjacent pillars on the other side

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ユニット建物において隙間を隔てて隣合
う建物ユニットの隣接する主要構造材の接合構造であっ
て、前記一方側の建物ユニットの主要構造材に設けられ
た第1のナット部材と、この第1のナット部材に対向配
置されるとともに前記他方側の建物ユニットの主要構造
材に設けられた第2のナット部材と、前記隙間内におい
てこれらの各ナット部材に螺合するねじ部材とを備えた
ことを特徴とするユニット建物の主要構造材の接合構
造。
1. A joint structure for adjoining main structural members of adjacent building units in a unit building with a gap, the first nut member provided on the main structural member of the one side building unit, A second nut member that is arranged to face the first nut member and that is provided on a main structural member of the building unit on the other side, and a screw member that is screwed into each of the nut members in the gap. The joining structure of the main structural materials of the unit building, which is characterized by being equipped.
JP18394692A 1992-07-10 1992-07-10 Joint structure for main structural members for unit building Pending JPH0649911A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18394692A JPH0649911A (en) 1992-07-10 1992-07-10 Joint structure for main structural members for unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18394692A JPH0649911A (en) 1992-07-10 1992-07-10 Joint structure for main structural members for unit building

Publications (1)

Publication Number Publication Date
JPH0649911A true JPH0649911A (en) 1994-02-22

Family

ID=16144584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18394692A Pending JPH0649911A (en) 1992-07-10 1992-07-10 Joint structure for main structural members for unit building

Country Status (1)

Country Link
JP (1) JPH0649911A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1479840A2 (en) 2003-05-20 2004-11-24 Sekisui Chemical Co., Ltd. Unit building
JP2005248690A (en) * 2004-02-06 2005-09-15 Sekisui Chem Co Ltd Joining structure of unit building
KR101011826B1 (en) * 2009-09-02 2011-02-07 김권중 A jig for woodworking

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50132715A (en) * 1974-04-08 1975-10-21
JPS5110613A (en) * 1974-06-04 1976-01-28 Mireusu Arumin Honegumikoseiyunitsuto

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50132715A (en) * 1974-04-08 1975-10-21
JPS5110613A (en) * 1974-06-04 1976-01-28 Mireusu Arumin Honegumikoseiyunitsuto

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1479840A2 (en) 2003-05-20 2004-11-24 Sekisui Chemical Co., Ltd. Unit building
JP2005248690A (en) * 2004-02-06 2005-09-15 Sekisui Chem Co Ltd Joining structure of unit building
KR101011826B1 (en) * 2009-09-02 2011-02-07 김권중 A jig for woodworking

Similar Documents

Publication Publication Date Title
US20130259563A1 (en) Universal construction bracket method and apparatus
JPH0649911A (en) Joint structure for main structural members for unit building
JPH07180228A (en) Building unit connecting tool
JPH0743288Y2 (en) Residential unit for industrialized housing
JP2000087455A (en) Temporary column structure, building unit and execution method for unit building
JPH0738486Y2 (en) Connection structure of columns and beams
JPH0743303Y2 (en) Rod-shaped structure
JP7490586B2 (en) Fixing structure between lattice and frame material and post unit
JPH07259185A (en) Column beam joining structure of building
JPS59410Y2 (en) construction brace
JPH0354242Y2 (en)
KR101860846B1 (en) Fixing device and Structure using the same
JP3100101B2 (en) Architectural basic structure
JPH0324724Y2 (en)
JP2574473Y2 (en) Mortise with metal mortise
JPS637628Y2 (en)
JPH0243921Y2 (en)
JPS5841281Y2 (en) Balcony wall mounting device
JP3341918B2 (en) Connection structure of steel frame
JPH05195582A (en) Building unit
JP3006899B2 (en) Outdoor parts fixing structure
JPH04136342A (en) Method for constructing prefabricated house
JPH07102671A (en) Clamp of hollow extrusion molded plate and fitting structure thereof
JPH1144000A (en) Column head-/column base-beam junction metal, column head-/column base-beam junction structure, and building unit having same structure
JPH03241147A (en) Metal tool for exterior base of curved building

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 19960625