JPH06316973A - Joint construction of unit structural body - Google Patents

Joint construction of unit structural body

Info

Publication number
JPH06316973A
JPH06316973A JP10654393A JP10654393A JPH06316973A JP H06316973 A JPH06316973 A JP H06316973A JP 10654393 A JP10654393 A JP 10654393A JP 10654393 A JP10654393 A JP 10654393A JP H06316973 A JPH06316973 A JP H06316973A
Authority
JP
Japan
Prior art keywords
floor
bolt
unit structure
unit
ceiling beam
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
JP10654393A
Other languages
Japanese (ja)
Inventor
Naoki Shimada
直樹 島田
Takumi Iwahara
卓己 岩原
Kiyoaki Oi
清明 大井
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 JP10654393A priority Critical patent/JPH06316973A/en
Publication of JPH06316973A publication Critical patent/JPH06316973A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To simplify joint work, and to facilitate the demolition of a building unit or moving work. CONSTITUTION:In joint construction of unit structural bodies connecting a ceiling beam 1a of a first floor (lower floor) unit structural body 1 to a floor beam 2a of a second floor (upper floor) unit structural body 2, bolt insertion holes 3 are formed in horizontal flanges 1FU and 2FL opposed respectively to the ceiling beam 1a and floor beam 2a. A cylindrical body 5 filled with hardening filler is mounted to the lower part of the bolt insertion hole 3 of the ceiling beam 1a, and the inside of the cylindrical body 5 is filled with the hardening filler. A bolt 8 having a downward screw is inserted into the bolt insertion holes 3 of the floor beam 2a and ceiling beam 1a, and the bolt 8 is fixed by solidifying the hardening filler to connect the first floor unit structural body 1 to the second unit structural body 2.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、上下に積み重ねたユ
ニット構造体同士を接合して固定するユニット構造体の
接合構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of unit structures for joining and fixing unit structures which are vertically stacked.

【0002】[0002]

【従来の技術】製造の約8割が工業化生産されるユニッ
ト住宅などのユニット式建物では、工場にて、各種の断
面形状の型鋼を枠組みしてユニット構造体を作り、この
ユニット構造体に天井パネル、壁パネルなどのパネル材
を取り付けて建物ユニットを作る。これらの建物ユニッ
トは、建築現場にて互いに接合されて建物本体が組み立
てられる。
2. Description of the Related Art In a unit type building such as a unit house in which about 80% of the production is industrialized, a unit structure is made in a factory by framing various shaped steel sections, and the ceiling is attached to the unit structure. A building unit is made by installing panel materials such as panels and wall panels. These building units are joined together at the construction site to assemble the building body.

【0003】多階建てのユニット住宅などでは、建物ユ
ニットを積み重ねることになるが、それらの上下に位置
する建物ユニット同士にあっては、一般に、下階ユニッ
ト構造体の天井梁と上階ユニット構造体の床梁とを接合
していた。すなわち、それらの天井梁、床梁に採用され
ている断面コ字状の型鋼のフランジ部分同士をボルトに
よって接合していた。
In a multi-storey unit house, etc., building units are stacked, but in general, the building beams located above and below those units generally have a ceiling beam of a lower unit structure and an upper unit structure. It was joined to the floor beams of the body. That is, the flange portions of U-shaped section steels used in those ceiling beams and floor beams are joined together by bolts.

【0004】ところが、この種の接合構造では、接合の
ために天井パネルや床パネルの該当部分を切り欠かなけ
ればならず、作業が面倒であるという欠点があった。
However, this type of joining structure has a drawback in that the ceiling panel and floor panel must be cut out for joining, which makes the work troublesome.

【0005】そこで、例えば、特公昭52−40490
号公報や特開昭60−181441号公報に示されるよ
うに、上下いずれかのユニット構造体の柱梁にあらかじ
めアンカーボルトを硬化性の充填材によって取り付けて
おき、積み重ね後に他方の柱梁にも硬化性の充填材を充
填することによって、上下のユニット構造体を接合する
接合構造が採用されてきた。これによれば、接合作業
は、充填材の充填だけで済むことから、作業が簡単なも
のとなっている。
Therefore, for example, Japanese Patent Publication No. 52-40490
As disclosed in Japanese Patent Laid-Open No. 60-181441 and Japanese Patent Laid-Open No. 60-181441, anchor bolts are previously attached to the pillars or beams of one of the upper and lower unit structures by a curable filling material, and the other pillars and beams are also stacked and stacked. A joining structure has been adopted in which the upper and lower unit structures are joined by filling a curable filler. According to this, since the joining work only needs to be filled with the filling material, the work is simple.

【0006】[0006]

【発明が解決しようとする課題】しかし、このような接
合構造では、いったん接合を行なってしまうと、ボルト
のまわりが硬化性の充填材で固められてしまっているの
で、建物ユニットの分解や移転のためには、アンカーボ
ルトを切断しなくてはならず、作業がが容易に行なえな
いという不具合がある。
However, in such a joint structure, once the joints have been made, the surroundings of the bolts are hardened with a hardening filler, so that the building unit is disassembled or relocated. Therefore, there is a problem that the anchor bolt must be cut and the work cannot be performed easily.

【0007】この発明は、このような実情を背景として
創作されたもので、接合作業が簡単で、しかも建物ユニ
ットの分解や移転作業も簡単に行なうことのできるユニ
ット構造体の接合構造を提供することを目的としてい
る。
The present invention was created in view of such circumstances, and provides a joining structure for a unit structure which is easy to join and can be easily disassembled or relocated to a building unit. Is intended.

【0008】[0008]

【課題を解決するための手段】この発明は、上記の目的
を達成するために、下階ユニット構造体の天井梁および
上階ユニット構造体の床梁の互いに対向するそれぞれの
水平フランジ部にボルト挿通孔を形成し、前記天井梁の
前記ボルト挿通孔の下部に硬化性充填材を充填する筒状
体を取り付け、この筒状体内に前記硬化性充填材を充填
し、前記床梁および前記天井梁の前記ボルト挿通孔にね
じ方向を下方に向けたボルトを挿通し、前記硬化性充填
材の硬化によって前記ボルトを固定して前記下階ユニッ
ト構造体と前記上階ユニット構造体とを接合することを
特徴としている。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a bolt on each of horizontal flange portions of a ceiling beam of a lower floor unit structure and a floor beam of an upper floor unit structure which face each other. An insertion hole is formed, and a cylindrical body that is filled with a curable filler is attached to the lower portion of the bolt insertion hole of the ceiling beam, and the curable filler is filled in the cylindrical body to form the floor beam and the ceiling. A bolt whose screw direction is directed downward is inserted into the bolt insertion hole of the beam, and the bolt is fixed by hardening of the curable filler to join the lower unit structure and the upper unit structure. It is characterized by that.

【0009】[0009]

【作用】この発明のユニット構造体の接合構造によれ
ば、下階ユニット構造体の天井梁に取り付けられた筒状
体に硬化性充填材が充填される。この硬化性充填材が硬
化する前に、ボルトが硬化性充填材内に押し込められ
る。やがて、硬化性充填材は硬化して、天井梁と床梁と
にまたがっているボルトは、締結される必要なく固定さ
れることとなる。硬化性充填材が硬化したのち、ボルト
のねじ山まわりには、このねじ山が螺合する雌ねじが形
成される。したがって、このボルトの頭をまわすことに
よってボルトをはずすことができる。
According to the joint structure of the unit structure of the present invention, the curable filler is filled in the cylindrical body attached to the ceiling beam of the lower unit structure. Before the curable filler is cured, the bolt is pushed into the curable filler. Eventually, the curable filler will cure and the bolts straddling the ceiling and floor beams will be fixed without having to be fastened. After the hardenable filler is hardened, a female screw around which the thread of the bolt is screwed is formed. Therefore, the bolt can be removed by turning the head of the bolt.

【0010】[0010]

【実施例】以下、この発明に係るユニット構造体の接合
構造の実施例を、図面にもとづいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of a joint structure of a unit structure according to the present invention will be described below with reference to the drawings.

【0011】まず、その構成を説明する。First, the structure will be described.

【0012】図3は、ユニット住宅のユニット構造体U
を妻面側から見た側面図である。1は、1階(下階)ユ
ニット構造体で、2は2階(上階)ユニット構造体であ
る。
FIG. 3 shows a unit structure U of a unit house.
It is the side view which looked at from the wife side. Reference numeral 1 denotes a first floor (lower floor) unit structure, and 2 denotes a second floor (upper floor) unit structure.

【0013】2階ユニット構造体は、床梁2aが1階ユ
ニット構造体1の天井梁1aに接合されて1階ユニット
構造体1の上に積み重ねられている。
In the second-floor unit structure, a floor beam 2a is joined to a ceiling beam 1a of the first-floor unit structure 1 and stacked on the first-floor unit structure 1.

【0014】1階ユニット構造体1の天井梁1aおよび
2階ユニット構造体2の床梁2aは、図1に示すよう
に、いずれも断面コ字状の型鋼とされている。
As shown in FIG. 1, the ceiling beam 1a of the first-floor unit structure 1 and the floor beam 2a of the second-floor unit structure 2 are both U-shaped section steels.

【0015】互いに対向する天井梁1aの上側水平フラ
ンジ部1FUと床梁2aの下側水平フランジ部2FLの
それぞれの両端部側、すなわちユニット構造体Uの柱4
(図3参照)の近くには、天地方向に向けて軸心を一致
させたボルト挿通孔3が形成されている。
Both ends of the upper horizontal flange portion 1FU of the ceiling beam 1a and the lower horizontal flange portion 2FL of the floor beam 2a which face each other, that is, the columns 4 of the unit structure U are opposed to each other.
Near (see FIG. 3), there is formed a bolt insertion hole 3 whose axis is aligned in the vertical direction.

【0016】天井梁1aの上側水平フランジ部1FUの
ボルト挿通孔3の下部には、図2(B)に示すような断
面コ字状の筒状体としての角型鋼5が取り付けられてい
る。
At the lower portion of the bolt insertion hole 3 of the upper horizontal flange portion 1FU of the ceiling beam 1a, square steel 5 as a tubular body having a U-shaped cross section as shown in FIG. 2B is attached.

【0017】角型鋼5は、図1にも示すように、天井梁
1aの上側水平フランジ部1FUと下側水平フランジ部
1FLとの間にはまり込むように寸法設定されている。
As shown in FIG. 1, the square steel 5 is dimensioned so as to fit between the upper horizontal flange portion 1FU and the lower horizontal flange portion 1FL of the ceiling beam 1a.

【0018】角型鋼5の上面部および底面部には、上側
水平フランジ部1FUまたは下側水平フランジ部1FL
にリベットRによって固定されるフランジfが設けられ
ている。また、角型鋼5の背面部には、天井梁1aの縦
壁6に溶接によって固定されるフランジgが設けられて
いる。
On the top and bottom of the square steel 5, the upper horizontal flange 1FU or the lower horizontal flange 1FL is provided.
Is provided with a flange f fixed by a rivet R. A flange g fixed to the vertical wall 6 of the ceiling beam 1a by welding is provided on the back surface of the square steel 5.

【0019】このような構成の角型鋼5は、筒状となっ
ており、その中には硬化性充填材としての硬化性高分子
化合物7が充填されている。
The square steel 5 having such a structure has a tubular shape and is filled with a curable polymer compound 7 as a curable filler.

【0020】一方、床梁2aの下側水平フランジ部2F
Lおよび天井梁1aの上側水平フランジ部1FUに形成
されているボルト挿通孔3には、ねじ方向を下方に向け
たボルト8が挿通されている。
On the other hand, the lower horizontal flange portion 2F of the floor beam 2a
A bolt 8 having a screw direction directed downward is inserted into a bolt insertion hole 3 formed in the L and the upper horizontal flange portion 1FU of the ceiling beam 1a.

【0021】このボルト8の頭8aは、図2(A)に示
すように、座金9をはさんで床梁2aの下側水平フラン
ジ部2FLの上面に位置されている。この状態で、ボル
ト8は硬化性高分子化合物7の硬化によって固定されて
1階ユニット構造体1の天井梁1aと2階ユニット構造
体2の床梁2aとが接合されている。
As shown in FIG. 2A, the head 8a of the bolt 8 is located on the upper surface of the lower horizontal flange portion 2FL of the floor beam 2a with the washer 9 interposed therebetween. In this state, the bolt 8 is fixed by the hardening of the curable polymer compound 7 and the ceiling beam 1a of the first floor unit structure 1 and the floor beam 2a of the second floor unit structure 2 are joined.

【0022】次に、上記の構成からなるユニット構造体
の接合構造の作用(施工)を説明する。
Next, the operation (construction) of the joint structure of the unit structure having the above structure will be described.

【0023】まず、1階ユニット構造体1の天井梁1a
に取り付けられた角型鋼5の筒状部分に硬化性高分子化
合物7が充填される。
First, the ceiling beam 1a of the unit structure 1 on the first floor
The curable polymer compound 7 is filled in the tubular portion of the square steel 5 attached to the.

【0024】次に、この硬化性高分子化合物7が硬化す
る前に、ボルト8がボルト挿通孔3に挿通されて、頭8
aが座金9に着座するまで硬化性高分子化合物7内に押
し込められてゆく。
Next, before the curable polymer compound 7 is cured, the bolt 8 is inserted into the bolt insertion hole 3 and the head 8 is inserted.
The a is pushed into the curable polymer compound 7 until it sits on the washer 9.

【0025】この状態のまま所定時間放置しておくと、
硬化性高分子化合物7の硬化によって、天井梁1aと床
梁2aとにまたがっているボルト8は、スパナなどの工
具によって締結する必要なく完全に固定されることとな
る。
When left in this state for a predetermined time,
By the hardening of the curable polymer compound 7, the bolt 8 straddling the ceiling beam 1a and the floor beam 2a is completely fixed without the need to fasten it with a tool such as a spanner.

【0026】他方、硬化性高分子化合物7が硬化したの
ちには、ボルト8のねじ山まわりには、このねじ山が螺
合する雌ねじが形成される。したがって、このボルト8
の頭をスパナなどによって単にまわすことによってボル
ト8をはずすことができる。
On the other hand, after the curable polymer compound 7 is hardened, a female screw around which the thread of the bolt 8 is screwed is formed. Therefore, this bolt 8
The bolt 8 can be removed by simply turning the head of the head with a spanner or the like.

【0027】なお、この発明は上記の実施例に限定され
るものではなく、当業者が行う設計変更等もこの発明の
技術範囲に含まれる。例えば、上記実施例では筒状体と
して角型鋼を用いているが、円柱筒状型鋼などとするこ
ともできる。また、硬化性充填材として硬化性高分子化
合物を用いているが、地質改良などに用いられるグラウ
トなども利用できる。
The present invention is not limited to the above embodiments, and design changes made by those skilled in the art are also included in the technical scope of the present invention. For example, although the square steel is used as the tubular body in the above-described embodiment, it may be a cylindrical tubular steel or the like. Although a curable polymer compound is used as the curable filler, grout or the like used for geological improvement can also be used.

【0028】[0028]

【発明の効果】以上、説明したように、この発明による
ユニット構造体の接合構造によれば、接合作業が簡単
で、しかも建物ユニットの分解や移転作業も簡単に行な
うことができるという特段の効果がある。
As described above, according to the joining structure of the unit structure according to the present invention, the joining operation is simple, and the disassembling and relocating work of the building unit can be performed easily. There is.

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

【図1】この発明によるユニット構造体の接合構造の要
部を示すもので、図3におけるX−X矢視断面図であ
る。
1 is a sectional view taken along line XX in FIG. 3, showing a main part of a joint structure of a unit structure according to the present invention.

【図2】同じくこの発明によるユニット構造体の接合構
造の要部を示すもので、(A)は図1におけるY−Y矢
視断面図、(B)は図1におけるZ−Z矢視断面図であ
る。
2A and 2B also show a main part of a joint structure of a unit structure according to the present invention, wherein FIG. 2A is a sectional view taken along the line YY in FIG. 1, and FIG. It is a figure.

【図3】この発明によるユニット構造体の接合構造を適
用したユニット住宅のユニット構造体を妻面側から見た
側面図である。
FIG. 3 is a side view of the unit structure of the unit housing to which the joining structure of the unit structures according to the present invention is applied, as viewed from the end face side.

【符号の説明】[Explanation of symbols]

1 1階(下階)ユニット構造体 1a 天井梁 1FU上側水平フランジ部 2 2階(上階)ユニット構造体 2a 床梁 2FL下側水平フランジ部 3 ボルト挿通孔 5 角型鋼(筒状体) 7 硬化性高分子化合物(硬化性充填材) 8 ボルト。 1 1st floor (lower floor) Unit structure 1a Ceiling beam 1FU Upper horizontal flange part 2 2nd floor (upper floor) Unit structure 2a Floor beam 2FL Lower horizontal flange part 3 Bolt insertion hole 5 Square steel (cylindrical) 7 Curable polymer compound (curable filler) 8 Volts.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下階ユニット構造体の天井梁と、上階ユ
ニット構造体の床梁とを接合するユニット構造体の接合
構造であって、前記天井梁および前記床梁の互いに対向
するそれぞれの水平フランジ部にボルト挿通孔を形成
し、前記天井梁の前記ボルト挿通孔の下部に硬化性充填
材を充填する筒状体を取り付け、この筒状体内に前記硬
化性充填材を充填し、前記床梁および前記天井梁の前記
ボルト挿通孔にねじ方向を下方に向けたボルトを挿通
し、前記硬化性充填材の硬化によって前記ボルトを固定
して前記下階ユニット構造体と前記上階ユニット構造体
とを接合することを特徴とするユニット構造体の接合構
造。
1. A joining structure of a unit structure for joining a ceiling beam of a lower floor unit structure and a floor beam of an upper floor unit structure, wherein the ceiling beam and the floor beam are opposed to each other. A bolt insertion hole is formed in the horizontal flange portion, a cylindrical body for filling a curable filler is attached to the lower portion of the bolt insertion hole of the ceiling beam, and the curable filler is filled in the cylindrical body, A bolt whose screw direction is directed downward is inserted through the bolt insertion holes of the floor beam and the ceiling beam, and the bolt is fixed by curing the curable filler to fix the lower floor unit structure and the upper floor unit structure. A joint structure of a unit structure, which is characterized by joining to a body.
JP10654393A 1993-05-07 1993-05-07 Joint construction of unit structural body Pending JPH06316973A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10654393A JPH06316973A (en) 1993-05-07 1993-05-07 Joint construction of unit structural body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10654393A JPH06316973A (en) 1993-05-07 1993-05-07 Joint construction of unit structural body

Publications (1)

Publication Number Publication Date
JPH06316973A true JPH06316973A (en) 1994-11-15

Family

ID=14436290

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10654393A Pending JPH06316973A (en) 1993-05-07 1993-05-07 Joint construction of unit structural body

Country Status (1)

Country Link
JP (1) JPH06316973A (en)

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