JP2000328661A - Connection structure and unit building - Google Patents

Connection structure and unit building

Info

Publication number
JP2000328661A
JP2000328661A JP11141752A JP14175299A JP2000328661A JP 2000328661 A JP2000328661 A JP 2000328661A JP 11141752 A JP11141752 A JP 11141752A JP 14175299 A JP14175299 A JP 14175299A JP 2000328661 A JP2000328661 A JP 2000328661A
Authority
JP
Japan
Prior art keywords
joining
bolt
attached
floor beams
lower structure
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.)
Withdrawn
Application number
JP11141752A
Other languages
Japanese (ja)
Inventor
Makoto Hoshi
信 星
Naoko Ogoshi
直子 大越
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP11141752A priority Critical patent/JP2000328661A/en
Publication of JP2000328661A publication Critical patent/JP2000328661A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent a lateral member from losing strength by providing a connection member attached to the lateral member and provided with a protrusion comprising a head and a constriction and a notched groove engageable with the protrusion, and further, providing an engaging member fastened to a bolt of the lower structural body. SOLUTION: Notched grooves at both side faces of an engaging member 50 are engaged with a protrusion 43 of a connection member 40 attached to respective confronted floor beams 14, 14. A nut 2A is screwed on an anchor bolt 2 projected from the upper face of the engaging member 50. The engaging member 50 is engaged with the protrusion 43 of first and second connection members 40 attached to the ends of first and second floor beams 14. The engaging member 50 is fastened to the anchor bolt 2 of a foundation 1. Thereby mutually adjoining the first and second floor beams 14 can be connected to the foundation 1. As no bolt insertion hole are formed in the first and second floor beams 14, no anchor bolt 2 protrudes on the upper surface of the first and second floor beams 14.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は建物ユニット等の接
合構造及びユニット建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure such as a building unit and a unit building.

【0002】[0002]

【従来の技術】従来、床梁や土台等の横架材を基礎に設
けたアンカーボルトに接合する構造としては、横架材の
上下に貫通したボルト挿通孔をアンカーボルトに挿通
し、横架材の上面側に突き出たアンカーボルトにナット
を締結することとしている。
2. Description of the Related Art Conventionally, as a structure in which a horizontal member such as a floor beam or a base is joined to an anchor bolt provided on a foundation, a bolt insertion hole penetrating up and down of the horizontal member is inserted into an anchor bolt, and the horizontal Nuts are fastened to anchor bolts protruding from the upper surface of the material.

【0003】[0003]

【発明が解決しようとする課題】然しながら、従来技術
には以下の問題点がある。 横架材にアンカーボルト取付けのためのボルト挿通孔
を貫通形成する必要があり、木質材等の横架材にあって
はその強度を損なう。
However, the prior art has the following problems. It is necessary to form a bolt insertion hole for attaching an anchor bolt through the horizontal member, and the strength of a horizontal member such as a wooden material is impaired.

【0004】横架材の上面側にアンカーボルトが突出
し、このアンカーボルトの突出部にナットが締結される
ものであり、横架材の上面への床面材の納まり等が悪
い。
An anchor bolt protrudes from the upper surface of the horizontal member, and a nut is fastened to a protruding portion of the anchor bolt, so that the floor surface material does not fit well on the upper surface of the horizontal member.

【0005】本発明の課題は、横架材の強度を損なうこ
となく、横架材を下部構造体に接合し、横架材の上面へ
の面材の納まり等を良好にすることにある。
[0005] It is an object of the present invention to join a horizontal member to a lower structure without deteriorating the strength of the horizontal member, and to improve the fit of the surface member on the upper surface of the horizontal member.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の本発明
は、横架材を下部構造体に設けたボルトに接合する接合
構造において、横架材の端部に取着され、頭部とくびれ
部とからなる突起部を備える接合部材と、上記接合部材
の突起部に係合可能な切欠溝を備え、下部構造体のボル
トに締結される係合部材とを有してなるようにしたもの
である。
According to a first aspect of the present invention, there is provided a joint structure for joining a horizontal member to a bolt provided on a lower structure, wherein the head member is attached to an end of the horizontal member. A joining member provided with a projection comprising a constricted portion, and a notch groove engageable with the projection of the joining member, and an engagement member fastened to a bolt of the lower structure. It was done.

【0007】請求項2に記載の本発明は、隣接した第1
と第2の横架材を下部構造体に設けたボルトに接合する
接合構造において、第1横架材の端部に取着され、頭部
とくびれ部とからなる突起部を備える第1接合部材と、
第2横架材の端部に取着され、頭部とくびれ部とからな
る突起部を備える第2接合部材と、第1と第2の接合部
材の突起部のそれぞれに係合可能な第1と第2の切欠溝
を備え、下部構造体のボルトに締結される係合部材とを
有してなるようにしたものである。
According to a second aspect of the present invention, there is provided an image processing apparatus comprising:
And a second cross member joined to a bolt provided on the lower structure, the first joint comprising a projection attached to an end of the first cross member and comprising a head portion and a constricted portion. Components,
A second joint member attached to the end of the second horizontal member and having a protrusion composed of a head and a constricted portion; and a second joint member engageable with each of the protrusions of the first and second joint members. It has a first and a second notch groove, and has an engaging member fastened to a bolt of the lower structure.

【0008】請求項3に記載の本発明は、請求項1又は
2に記載の本発明において更に、前記接合部材が下部構
造体に設けたガイドピンに係入する位置決め孔を備えて
なるようにしたものである。
According to a third aspect of the present invention, in the first or second aspect of the present invention, the joint member further includes a positioning hole for engaging a guide pin provided in the lower structure. It was done.

【0009】請求項4に記載の本発明は、第1と第2の
横架材が、隣接配置された建物ユニットの互いに突き合
せ配置される床梁であり、下部構造体がそれらの建物ユ
ニットを据付ける基礎であり、請求項2又は3の接合構
造にて接合され構築されたものである。
According to a fourth aspect of the present invention, the first and second cross members are floor beams which are arranged in abutting relation with each other of the adjacently arranged building units, and the lower structure is composed of those building units. Which is joined and constructed by the joint structure of claim 2 or 3.

【0010】[0010]

【作用】請求項1の本発明によれば下記〜の作用が
ある。 横架材の端部に取着した接合部材の突起部に係合部材
を係合し、この係合部材を下部構造体のボルトに締結す
ることにより、横架材を下部構造体に接合できる。
According to the first aspect of the present invention, the following effects are obtained. By engaging the engaging member with the projection of the joining member attached to the end of the horizontal member and fastening the engaging member to the bolt of the lower structure, the horizontal member can be joined to the lower structure. .

【0011】上述において、横架材にボルト挿通孔
を貫通形成するものでないから、横架材の強度を損なう
ことがない。
In the above, since the bolt insertion hole is not formed through the horizontal member, the strength of the horizontal member is not impaired.

【0012】上述において、横架材の上面にボルト
の突出を生じないから、横架材の上面への面材の納まり
等を良好にできる。
In the above, since the bolt does not protrude from the upper surface of the horizontal member, it is possible to improve the fit of the surface material on the upper surface of the horizontal member.

【0013】請求項2の本発明によれば下記〜の作
用がある。 第1と第2の横架材の端部に取着した第1と第2の接
合部材の突起部に係合部材を係合し、この係合部材を下
部構造体のボルトに締結することにより、相隣る第1と
第2の横架材を下部構造体に接合できる。
According to the present invention, the following effects are obtained. Engaging an engaging member with a projection of the first and second joining members attached to ends of the first and second transverse members, and fastening the engaging member to a bolt of the lower structure Thereby, the adjacent first and second horizontal members can be joined to the lower structure.

【0014】上述において、第1と第2の横架材に
ボルト挿通孔を貫通形成するものでないから、それら横
架材の強度を損なうことがない。
In the above, since the bolt insertion holes are not formed through the first and second horizontal members, the strength of the horizontal members is not impaired.

【0015】上述において、第1と第2の横架材の
上面にボルトの突出を生じないから、それら横架材の上
面への面材の納まり等を良好にできる。
In the above description, since the bolts do not protrude from the upper surfaces of the first and second horizontal members, it is possible to improve the fit of the surface materials on the upper surfaces of the horizontal members.

【0016】請求項3の本発明によれば下記の作用が
ある。 横架材の端部に取着した接合部材に位置決め孔を設
け、この位置決め孔を下部構造体のガイドピンに係入せ
しめたから、下部構造体に対する横架材の位置決め精度
を向上できる。
According to the third aspect of the present invention, the following operations are provided. Since the positioning hole is provided in the joining member attached to the end of the horizontal member, and the positioning hole is engaged with the guide pin of the lower structure, the positioning accuracy of the horizontal member with respect to the lower structure can be improved.

【0017】請求項4の本発明によれば下記の作用が
ある。 建物ユニットの床梁にボルト挿通孔を設けることな
く、隣接した建物ユニットの互いに突き合せ配置される
床梁同士の位置決め精度を良好にし、更に、基礎と各建
物ユニットの床梁との位置決め精度も良好なユニット建
物を構築できる。
According to the fourth aspect of the present invention, the following operations are provided. Without providing bolt insertion holes in the floor beams of the building units, the positioning accuracy of the floor beams that are placed against each other in the adjacent building units is improved, and the positioning accuracy between the foundation and the floor beams of each building unit is also improved. A good unit building can be constructed.

【0018】[0018]

【発明の実施の形態】図1はユニット建物を示す平面
図、図2は図1のII-II 線に沿う矢視図、図3は図2の
平面図、図4は図2の要部拡大図、図5は図3の要部拡
大図、図6は接合部材を示し、(A)は正面図、(B)
は左側面図、(C)は右側面図、(D)は平面図、図7
は横架材と接合金物を示す斜視図、図8は係合部材を示
し、(A)は断面図、(B)は側面図である。
1 is a plan view showing a unit building, FIG. 2 is a view taken along the line II-II of FIG. 1, FIG. 3 is a plan view of FIG. 2, and FIG. 4 is a main part of FIG. FIG. 5 is an enlarged view of a main part of FIG. 3, FIG. 6 shows a joining member, (A) is a front view, (B)
7 is a left side view, (C) is a right side view, (D) is a plan view, FIG.
8 is a perspective view showing a horizontal member and a metal joint, FIG. 8 shows an engagement member, FIG. 8A is a cross-sectional view, and FIG. 8B is a side view.

【0019】ユニット建物10は、図1〜図3に示す如
く、基礎1の上に複数の建物ユニット11を設置して構
築される。
The unit building 10 is constructed by installing a plurality of building units 11 on a foundation 1 as shown in FIGS.

【0020】このとき、相隣る第1と第2の建物ユニッ
ト11A、11Bはそれぞれ、床パネル12の4つの外
縁部のいずれかに壁パネル13を立設して構成される。
床パネル12は、図2、図3に示す如く、床梁14、1
5等からなる床枠組の上面に床面材(不図示)を設けて
構成される(図3において、16Aは床下面材、16B
は石膏ボード)。また、壁パネル13は、柱17、継ぎ
梁(不図示)等からなる壁枠組の両側面に壁面材(不図
示)を設けて構成される。
At this time, each of the adjacent first and second building units 11A and 11B is constructed by erecting a wall panel 13 at any one of the four outer edges of the floor panel 12.
The floor panel 12 includes floor beams 14, 1 as shown in FIGS.
The floor frame (not shown) is provided on the upper surface of a floor frame made of 5 or the like (in FIG. 3, 16A is a floor lower surface material, 16B
Is plasterboard). In addition, the wall panel 13 is configured by providing wall materials (not shown) on both side surfaces of a wall frame composed of columns 17, connecting beams (not shown), and the like.

【0021】尚、建物ユニット11A(11Bも同じ)
は、工場生産段階で、以下の手順で製造される。
The building unit 11A (same for 11B)
Is manufactured at the factory production stage by the following procedure.

【0022】(1) 床梁14の一端部に後述する接合部材
40を釘打ち取着し、接合部材40の側面に溶接してあ
るナット44に連結ボルト18を螺着し、床梁15の一
端部に設けたボルト挿通孔19を連結ボルト18に通
し、ボルト挿通孔19から突出した連結ボルト18にナ
ット20を締結することにより、床梁14と床梁15を
直交状にて接合する。これにより、床梁14、15等か
らなる床枠組を形成し、この床枠組の上面に床面材を設
けて床パネル12とする。
(1) A joining member 40 to be described later is nailed and attached to one end of the floor beam 14, and the connecting bolt 18 is screwed to a nut 44 welded to the side surface of the joining member 40, and The floor beam 14 and the floor beam 15 are joined at right angles by passing the bolt insertion hole 19 provided at one end through the connection bolt 18 and fastening the nut 20 to the connection bolt 18 protruding from the bolt insertion hole 19. As a result, a floor frame composed of the floor beams 14, 15 and the like is formed, and a floor panel is provided on the upper surface of the floor frame to form the floor panel 12.

【0023】(2) 柱17に継ぎ梁等を取着して壁枠組を
形成し、この壁枠組の両側面に壁面材を設けて壁パネル
13とする。
(2) A joint frame or the like is attached to the pillar 17 to form a wall frame, and wall materials are provided on both side surfaces of the wall frame to form a wall panel 13.

【0024】(3) 壁パネル13を構成する柱17の下部
側面にC字状連結部材30を釘打ち取着し、床パネル1
2を構成する床梁14の接合部材40を取着しなかった
他端部を連結部材30に差し込み、連結部材30と床梁
14の他端部とを釘打ち接合する。
(3) A C-shaped connecting member 30 is nailed and attached to the lower side surface of the pillar 17 constituting the wall panel 13, and the floor panel 1
The other end of the floor beam 14 constituting the second member, to which the joining member 40 is not attached, is inserted into the connecting member 30, and the connecting member 30 and the other end of the floor beam 14 are nailed and joined.

【0025】然るに、基礎1の上で相隣る第1と第2の
建物ユニット11A、11Bにあっては、それらの互い
に突き合せ配置される第1と第2の床梁14、14(第
1と第2の横架材)と基礎1とを、第1と第2の接合部
材40、係合部材50を用いて以下の如くに接合する。
尚、基礎1は、相隣る建物ユニット11A、11Bの突
き合せ間隙に対応する位置にアンカーボルト2を植設さ
れており、アンカーボルト2の両側方にガイドピン3、
3を植設されている。
However, in the first and second building units 11A and 11B adjacent to each other on the foundation 1, the first and second floor beams 14 and 14 (the The first and second horizontal members) and the base 1 are joined as follows using the first and second joining members 40 and the engaging members 50.
The foundation 1 has anchor bolts 2 implanted at positions corresponding to the butting gaps between the adjacent building units 11A and 11B, and guide pins 3 on both sides of the anchor bolts 2.
3 are planted.

【0026】接合部材40は、図4〜図7に示す如く、
正面41A、両側面41B、41C、底面41Dを備え
た箱状金物であり、それらの4面により囲まれる嵌着部
42を床梁14の端部に取着可能とされている。また、
接合部材40は、正面41Aに頭部43Aとくびれ部4
3Bとからなる突起部43を備え、この突起部43に係
合部材50を係合可能としている。また、接合部材40
は、一方の側面41Bにナット44を溶接されており、
床梁14に床梁15を接合して床枠組を形成するための
前述の連結ボルト18をこのナット44に螺着可能とし
ている。また、接合部材40は、底面41Dに位置決め
孔45を備え、基礎1のガイドピン3をこの位置決め孔
45に係入可能としている。
The joining member 40 is, as shown in FIGS.
It is a box-shaped metal having a front surface 41A, both side surfaces 41B, 41C, and a bottom surface 41D. A fitting portion 42 surrounded by these four surfaces can be attached to an end of the floor beam 14. Also,
The joining member 40 includes a head 43A and a constricted portion 4 on a front surface 41A.
3B is provided, and the engaging member 50 can be engaged with the projection 43. Also, the joining member 40
Has a nut 44 welded to one side surface 41B,
The connecting bolt 18 for joining the floor beam 15 to the floor beam 14 to form a floor framework can be screwed to the nut 44. Further, the joining member 40 has a positioning hole 45 on the bottom surface 41D so that the guide pin 3 of the foundation 1 can be engaged with the positioning hole 45.

【0027】係合部材50は、図8に示す如く、正背面
51A、51B、両側面51C、51D、上面51Eを
備えた箱状金物であり、上面51Eにアンカーボルト2
のためのボルト挿通孔52を備え、両側面51C、51
Dに接合部材40の突起部43に係合可能な切欠溝53
を備える。
As shown in FIG. 8, the engaging member 50 is a box-shaped metal having front and rear surfaces 51A and 51B, both side surfaces 51C and 51D, and an upper surface 51E.
Bolt insertion holes 52 for both sides 51C, 51
Notch groove 53 engageable with projection 43 of joining member 40 at D
Is provided.

【0028】従って、第1と第2の建物ユニット11
A、11Bの床梁14、14は以下の手順で基礎1に接
合される。
Therefore, the first and second building units 11
The floor beams 14, 14 of A, 11B are joined to the foundation 1 in the following procedure.

【0029】(1) 第1の建物ユニット11Aを基礎1の
上の所定位置に据付ける。このとき、建物ユニット11
Aの床梁14に取着してある接合部材40の位置決め孔
45を基礎1の一方のガイドピン3に係入する。尚、床
梁14には接合部材40の位置決め孔45に対応する孔
が穿設されている。
(1) The first building unit 11A is installed at a predetermined position on the foundation 1. At this time, the building unit 11
A positioning hole 45 of the joining member 40 attached to the floor beam 14 of A is engaged with one guide pin 3 of the foundation 1. In addition, a hole corresponding to the positioning hole 45 of the joining member 40 is formed in the floor beam 14.

【0030】(2) 第2の建物ユニット11Bを基礎1の
上の所定位置に据付け、第1の建物ユニット11Aに隣
接配置する。このとき、建物ユニット11Bの床梁14
に取着してある接合部材40の位置決め孔45を基礎1
の他方のガイドピン3に係入する。
(2) The second building unit 11B is installed at a predetermined position on the foundation 1, and is arranged adjacent to the first building unit 11A. At this time, the floor beams 14 of the building unit 11B
The positioning hole 45 of the joining member 40 attached to
Into the other guide pin 3.

【0031】(3) 相隣る建物ユニット11A、11Bの
床梁14、14の突き合せ間隙に位置するアンカーボル
ト2に係合部材50のボルト挿通孔52を挿通し、更
に、係合部材50の両側面51C、51Dの切欠溝53
を、それら相対する床梁14、14のそれぞれに取着し
てある接合部材40の突起部43に係合する(くびれ部
43Bを切欠溝53に差し込む)。そして、係合部材5
0の上面51Eから突出したアンカーボルト2にナット
2Aを螺着し、この係合部材50を介して左右の床梁1
4、14の接合部材40を基礎1に締結する。
(3) The bolt insertion hole 52 of the engaging member 50 is inserted into the anchor bolt 2 located in the gap between the floor beams 14, 14 of the adjacent building units 11A, 11B. Notch groove 53 on both sides 51C, 51D
Are engaged with the projections 43 of the joining member 40 attached to the opposing floor beams 14, 14, respectively (the constriction 43B is inserted into the notch groove 53). And the engaging member 5
The nut 2A is screwed to the anchor bolt 2 protruding from the upper surface 51E of the floor beam 0, and the left and right floor beams 1 are
The four and fourteen joining members 40 are fastened to the foundation 1.

【0032】本実施形態によれば、以下の作用がある。 第1と第2の床梁14の端部に取着した第1と第2の
接合部材40の突起部43に係合部材50を係合し、こ
の係合部材50を基礎1のアンカーボルト2に締結する
ことにより、相隣る第1と第2の床梁14を基礎1に接
合できる。
According to the present embodiment, the following operations are provided. The engaging member 50 is engaged with the projection 43 of the first and second joining members 40 attached to the ends of the first and second floor beams 14, and the engaging member 50 is attached to the anchor bolt of the foundation 1. 2, the first and second floor beams 14 adjacent to each other can be joined to the foundation 1.

【0033】上述において、第1と第2の床梁14
にボルト挿通孔を貫通形成するものでないから、それら
床梁14の強度を損なうことがない。
In the above, the first and second floor beams 14
Since the bolt insertion holes do not penetrate the floor beams 14, the strength of the floor beams 14 is not impaired.

【0034】上述において、第1と第2の床梁14
の上面にアンカーボルト2の突出を生じないから、それ
ら床梁14の上面への面材の納まり等を良好にできる。
In the above, the first and second floor beams 14
Since the anchor bolts 2 do not protrude from the upper surfaces of the floor beams, it is possible to favorably fit the surface materials on the upper surfaces of the floor beams 14.

【0035】床梁14の端部に取着した接合部材40
に位置決め孔45を設け、この位置決め孔45を基礎1
のガイドピン3に係入せしめたから、基礎1に対する床
梁14の位置決め精度を向上できる。
The joining member 40 attached to the end of the floor beam 14
Is provided with a positioning hole 45, and this positioning hole 45 is
The positioning accuracy of the floor beam 14 with respect to the foundation 1 can be improved.

【0036】建物ユニット11A、11Bの床梁14
にボルト挿通孔を設けることなく、隣接した建物ユニッ
ト11A、11Bの互いに突き合せ配置される床梁同士
の位置決め精度を良好にし、更に、基礎と各建物ユニッ
ト11A、11Bの床梁との位置決め精度も良好なユニ
ット建物10を構築できる。
The floor beams 14 of the building units 11A and 11B
Without providing a bolt insertion hole in the building, the positioning accuracy of the floor beams of the adjacent building units 11A and 11B butted against each other is improved, and the positioning accuracy of the foundation and the floor beams of the building units 11A and 11B is further improved. Also, a favorable unit building 10 can be constructed.

【0037】以上、本発明の実施の形態を図面により詳
述したが、本発明の具体的な構成はこの実施の形態に限
られるものではなく、本発明の要旨を逸脱しない範囲の
設計の変更等があっても本発明に含まれる。例えば、本
発明の接合構造は、隣接した第1と第2の横架材を下部
構造体に接合するものに限らず、単一の横架材を単独で
下部構造体に接合するものにも適用できる。
As described above, the embodiments of the present invention have been described in detail with reference to the drawings. The present invention is also included in the present invention. For example, the joining structure of the present invention is not limited to a structure in which the adjacent first and second transverse members are joined to the lower structure, and a structure in which a single transverse member is solely joined to the lower structure. Applicable.

【0038】また、本発明が適用される横架材は床梁に
限らず、土台等であっても良い。
The horizontal member to which the present invention is applied is not limited to a floor beam, but may be a base or the like.

【発明の効果】以上のように本発明によれば、横架材の
強度を損なうことなく、横架材を下部構造体に接合し、
横架材の上面への面材の納まり等を良好にすることがで
きる。
As described above, according to the present invention, the horizontal member is joined to the lower structure without impairing the strength of the horizontal member,
The fit of the face material on the upper surface of the horizontal material can be improved.

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

【図1】図1はユニット建物を示す平面図である。FIG. 1 is a plan view showing a unit building.

【図2】図2は図1のII-II 線に沿う矢視図である。FIG. 2 is an arrow view along the line II-II in FIG.

【図3】図3は図2の平面図である。FIG. 3 is a plan view of FIG. 2;

【図4】図4は図2の要部拡大図である。FIG. 4 is an enlarged view of a main part of FIG. 2;

【図5】図5は図3の要部拡大図である。FIG. 5 is an enlarged view of a main part of FIG. 3;

【図6】図6は接合部材を示し、(A)は正面図、
(B)は左側面図、(C)は右側面図、(D)は平面図
である。
FIG. 6 shows a joining member, (A) is a front view,
(B) is a left side view, (C) is a right side view, and (D) is a plan view.

【図7】図7は横架材と接合金物を示す斜視図である。FIG. 7 is a perspective view showing a horizontal member and a metal joint.

【図8】図8は係合部材を示し、(A)は断面図、
(B)は側面図である。
FIG. 8 shows an engagement member, (A) is a sectional view,
(B) is a side view.

【符号の説明】[Explanation of symbols]

1 基礎(下部構造体) 2 アンカーボルト(ボルト) 3 ガイドピン 10 ユニット建物 11A、11B 建物ユニット 14 床梁(横架材) 40 接合部材 43 突起部 43A 頭部 43B くびれ部 45 位置決め孔 50 係合部材 52 ボルト挿通孔 53 切欠溝 DESCRIPTION OF SYMBOLS 1 Foundation (lower structure) 2 Anchor bolt (bolt) 3 Guide pin 10 Unit building 11A, 11B Building unit 14 Floor beam (horizontal member) 40 Joining member 43 Projecting part 43A Head 43B Neck part 45 Positioning hole 50 Engagement Member 52 Bolt insertion hole 53 Notch groove

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 横架材を下部構造体に設けたボルトに接
合する接合構造において、 横架材の端部に取着され、頭部とくびれ部とからなる突
起部を備える接合部材と、 上記接合部材の突起部に係合可能な切欠溝を備え、下部
構造体のボルトに締結される係合部材とを有してなるこ
とを特徴とする接合構造。
1. A joining structure for joining a transverse member to a bolt provided on a lower structure, comprising: a joining member attached to an end of the transverse member, the joint member including a projection having a head and a constricted portion; A joining structure comprising: a notch groove engageable with a projection of the joining member; and an engaging member fastened to a bolt of the lower structure.
【請求項2】 隣接した第1と第2の横架材を下部構造
体に設けたボルトに接合する接合構造において、 第1横架材の端部に取着され、頭部とくびれ部とからな
る突起部を備える第1接合部材と、 第2横架材の端部に取着され、頭部とくびれ部とからな
る突起部を備える第2接合部材と、 第1と第2の接合部材の突起部のそれぞれに係合可能な
第1と第2の切欠溝を備え、下部構造体のボルトに締結
される係合部材とを有してなることを特徴とする接合構
造。
2. A joint structure for joining adjacent first and second transverse members to bolts provided on a lower structure, wherein the first and second transverse members are attached to ends of the first transverse member, and a head, a constricted portion, A first joining member provided with a projection made of: a second joining member attached to an end of the second horizontal member, and provided with a projection consisting of a head and a constricted portion; first and second joining A joining structure comprising: a first and a second notch groove engageable with each of protrusions of a member; and an engaging member fastened to a bolt of a lower structure.
【請求項3】 前記接合部材が下部構造体に設けたガイ
ドピンに係入する位置決め孔を備えてなる請求項1又は
2記載の接合構造。
3. The joining structure according to claim 1, wherein the joining member includes a positioning hole that engages with a guide pin provided in the lower structure.
【請求項4】 第1と第2の横架材が、隣接配置された
建物ユニットの互いに突き合せ配置される床梁であり、
下部構造体がそれらの建物ユニットを据付ける基礎であ
り、請求項2又は3の接合構造にて接合され構築された
ユニット建物。
4. The system according to claim 1, wherein the first and second cross members are floor beams arranged adjacent to each other in adjacently arranged building units,
A unit building joined and constructed by the joint structure according to claim 2 or 3, wherein the lower structure is a foundation on which those building units are installed.
JP11141752A 1999-05-21 1999-05-21 Connection structure and unit building Withdrawn JP2000328661A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11141752A JP2000328661A (en) 1999-05-21 1999-05-21 Connection structure and unit building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11141752A JP2000328661A (en) 1999-05-21 1999-05-21 Connection structure and unit building

Publications (1)

Publication Number Publication Date
JP2000328661A true JP2000328661A (en) 2000-11-28

Family

ID=15299380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11141752A Withdrawn JP2000328661A (en) 1999-05-21 1999-05-21 Connection structure and unit building

Country Status (1)

Country Link
JP (1) JP2000328661A (en)

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