JPH06307090A - Structure of hanging part of building unit - Google Patents

Structure of hanging part of building unit

Info

Publication number
JPH06307090A
JPH06307090A JP9777693A JP9777693A JPH06307090A JP H06307090 A JPH06307090 A JP H06307090A JP 9777693 A JP9777693 A JP 9777693A JP 9777693 A JP9777693 A JP 9777693A JP H06307090 A JPH06307090 A JP H06307090A
Authority
JP
Japan
Prior art keywords
hanging
building unit
pillar
vertical frames
hanging metal
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
JP9777693A
Other languages
Japanese (ja)
Inventor
Keimei Ito
啓明 伊東
Masaru Kondo
賢 近藤
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 JP9777693A priority Critical patent/JPH06307090A/en
Publication of JPH06307090A publication Critical patent/JPH06307090A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To improve installation of a hanging part in a wall part so as to effectively use the living space and to contribute to facilitation and expediting of executing assembling in a site. CONSTITUTION:A groove 71 extending from the upper end surface of a center pillar 7 downward is formed on the upper end of the center column 7 built in between two wall panels 5a, 5a of a building unit. A plate-like hanging metallic material 8 having a locking hole 81 for a hanging means at its upper side is inserted in the interior of the groove 71 in such a manner as to freely move vertically. A hole 82 elongated vertically is formed on the lower side of the hanging metallic material 8. A horizontal bolt 9a which is pierced through the center column 7 and both longitudinal frames 51, 51 adjacent to the column and fixed is passed through the elongated hole 82 to hold the hanging metallic material 8.

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、建物ユニットを吊り
上げる際に吊り具(フック)を係合するための吊り部の
構造に関し、特に、壁式工法による建物ユニットの運搬
や据付の際に適用して好適である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a hanging portion for engaging a hanging tool (hook) when hoisting a building unit, and is particularly applied to transportation and installation of the building unit by a wall type construction method. Is suitable.

【0002】[0002]

【従来の技術】建物の工業生産化率を高める一方式とし
て知られるユニット建物の方式は、運搬可能な所定の大
きさの立体的なものとして建物ユニットを工場で組み立
て、その複数を建築現場で接合して1棟の建物を完成さ
せるものであるから、建築工事においてこれらの建物ユ
ニットを吊り上げることが必要となる。建物ユニット
が、四隅の柱と梁とがラーメン構造に接合された鉄骨骨
組を有するものである場合には、この骨組に吊り金物を
取り付け、これに吊り上げ治具を係止して吊り上げるこ
とが一般に行われている。しかしながら、建物ユニット
が、耐力壁とされるパネルで組み立てられていて、上述
のような堅牢な骨組を有しないものである場合には、上
述の吊り上げ方法を適用することはできない。
2. Description of the Related Art A unit building method known as a method for increasing the industrial production rate of a building is to assemble a building unit in a factory as a three-dimensional object of a predetermined size that can be transported, Since they are joined together to complete one building, it is necessary to lift these building units during construction work. In the case where the building unit has a steel frame in which the pillars and beams at the four corners are joined to the rigid frame structure, it is generally possible to attach a hanging metal object to this frame and lock it with a lifting jig to lift it. Has been done. However, if the building unit is assembled from panels that are to be load-bearing walls and does not have a rigid frame as described above, the above-mentioned lifting method cannot be applied.

【0003】そこで、後者、すなわち壁式工法により組
み立てられた建物ユニットを吊り上げる手段として、特
開昭57−19440号公報に記載されているように、
建物ユニットの四隅の壁パネル上部に、雌ねじ部を有す
る吊り受け金物を取り付け、この吊り受け金物にアイボ
ルト等の吊り金具を螺着することによって、簡単かつ安
全に建物ユニットを吊り上げることを可能とした吊り部
の構造が提供されている。この吊り部の構造において
は、壁パネルの相隣る一対の縦枠間の上部に、雌ねじ部
を上部に持つ枠形の吊り受け金物(枠金具)を収めて、
該吊り受け金物を上記両縦枠に挿通したピンで保持せし
めると共に、上記雌ねじ部の軸心に合わせてボルト挿通
孔を壁パネルの上枠に穿設している。
Therefore, as the latter, that is, means for lifting the building unit assembled by the wall type construction method, as disclosed in Japanese Patent Laid-Open No. 19440/1982,
It was possible to easily and safely lift the building unit by attaching hanging brackets with female threads to the tops of the wall panels at the four corners of the building unit and screwing hanging metal fittings such as eye bolts to the hanging brackets. A hanging structure is provided. In the structure of this hanging part, a frame-shaped hanging bracket (frame fitting) having a female screw part in the upper part is housed in the upper part between a pair of adjacent vertical frames of the wall panel,
The hanging bracket is held by the pins inserted into both the vertical frames, and a bolt insertion hole is formed in the upper frame of the wall panel in alignment with the axis of the female screw portion.

【0004】ところで、近年、建物ユニットも大型化す
る傾向にあり、例えば、図7に示すように、床パネル1
の長辺側(桁側)の一側縁部に壁パネル2,2を2枚並
べて構成される、桁方向に長い建物ユニットが存在す
る。この種の建物ユニットに対しては、4点吊り上げ方
式では、床パネル1や壁パネル2,2が変形したり破損
したりする畏れがあるので、6点吊り上げ方式が採用さ
れ、四隅のほか、床パネル1の長辺側の両側縁部中間点
A,Bにも吊り部が設けられる。この場合、床パネル1
の上記中間点Aには、壁パネルが立設されていないの
で、床パネルに直接吊り部が設けられ、中間点Bには上
記公報記載の吊り部が設けられることとなる。上記構成
の建物ユニットは、建築現場において、吊り冶具を用い
て6点で吊り上げられ、基礎等の上に吊り下ろされる。
この後、アイボルト等の吊り金具が除去されてから、そ
の上部に上階となる建物ユニット又は屋根ユニットが載
置されて、ユニット建物が組み立てられて行く。
By the way, in recent years, building units have tended to increase in size. For example, as shown in FIG.
There is a building unit that is long in the girder direction and is configured by arranging two wall panels 2 and 2 on one side edge of the long side (girder side) of the. For this type of building unit, the 4-point hoisting system has a fear that the floor panel 1 and the wall panels 2 and 2 will be deformed or damaged, so the 6-point hoisting system is adopted, in addition to the four corners. Suspending portions are also provided at intermediate points A and B on both sides of the long side of the floor panel 1. In this case, floor panel 1
Since the wall panel is not erected at the intermediate point A, the hanging portion is directly provided on the floor panel, and the hanging portion described in the above publication is provided at the intermediate point B. The building unit having the above configuration is hoisted at six points using a hoisting jig at a construction site and hoisted on a foundation or the like.
After that, after suspending metal fittings such as eyebolts are removed, a building unit or a roof unit, which is the upper floor, is placed on the upper part, and the unit building is assembled.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記公
報記載の吊り部の構造は、壁パネルを構成する2本の縦
枠が近接して相隣る場合に、これら縦枠間に適用できる
ものの、上記中間点Bの位置において、並べて立設され
る2枚の壁パネル2,2間の間隙が開きすぎる場合(す
なわち隣接する縦枠間が開きすぎる場合)には、構造強
度上、その適用が困難であった。そこで、上記壁パネル
2,2間に、これら壁パネル2,2がなす壁面に対して
直交する方向に、両壁パネルのものとは別個の縦枠を2
本近接配設して上記公報記載の吊り部を設けるようにし
ているが、こうした場合は、同図に示すように、吊り部
Cが部屋側に突出してしまい住空間を圧迫してしまうと
いう問題が生じていた。突出を避けたい場合は、壁パネ
ル2,2がなす壁面に対して平行な方向に、2本の縦枠
を近接して設けるようにすれば良いが、吊り部と両壁パ
ネルの開口部との間で干渉が生じ、納まりが悪いという
ケースが多々生じていた。また、吊り部の設置箇所が増
えれば、特に入念に螺着されているアイボルト等の吊り
金具の除去作業が煩雑となり、現場施工環境を悪化させ
る畏れもある。
However, although the structure of the hanging portion described in the above publication can be applied between two vertical frames constituting the wall panel when they are adjacent to each other, At the position of the intermediate point B, when the gap between the two wall panels 2 and 2 which are erected side by side is too wide (that is, when the space between adjacent vertical frames is too wide), its application is structurally strong. It was difficult. Therefore, a vertical frame separate from those of both wall panels is provided between the wall panels 2 and 2 in a direction orthogonal to the wall surface formed by these wall panels 2 and 2.
Although the above-mentioned publication is provided with the suspending portion arranged in close proximity to each other, in such a case, as shown in the figure, the suspending portion C protrudes toward the room side and compresses the living space. Was occurring. If it is desired to avoid the protrusion, two vertical frames may be provided close to each other in a direction parallel to the wall surface formed by the wall panels 2 and 2, but the hanging portion and the opening portions of both wall panels may be provided. There were many cases where there was interference between the two and it was difficult to settle. Further, if the number of installation locations of the suspension parts increases, the work of removing the suspension fittings such as eye bolts, which are particularly carefully screwed, becomes complicated, and there is a fear of deteriorating the on-site construction environment.

【0006】この発明は、上述の事情に鑑みてなされた
もので、壁部に対する納まりを良くし、住空間の有効利
用を図ることができ、併せて、現場組立施工の簡易化迅
速化にも寄与できる、強固なユニット建物における吊り
部の構造を提供することを目的としている。
The present invention has been made in view of the above-mentioned circumstances, and it is possible to improve the fitting of the wall portion and the effective use of the living space, and at the same time, to simplify and speed up the on-site assembly work. It is intended to provide a structure of a suspended portion in a strong unit building that can contribute.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
に、請求項1記載の吊り部の構造は、建物ユニットに組
込まれた柱の上端に、該柱の上端面から下方に延びるス
リット状の凹部を形成し、該凹部内に、上部に吊り具に
対する係止部を有した板状の吊り金物を上下方向移動自
在に挿入し、該吊り金物の下部に上下方向に長い長孔が
形成され、該長孔に、上記柱に貫通固定される水平なピ
ン又はボルトを通すことで、上記吊り金物を保持したこ
とを特徴としている。
In order to solve the above-mentioned problems, the structure of the hanging portion according to claim 1 has a slit-like structure extending downward from the upper end surface of the pillar at the upper end of the pillar incorporated in the building unit. A recess is formed in the plate, and a plate-shaped hanging metal having an engaging portion for a hanging tool is inserted in the concave so as to be movable in the vertical direction, and a long hole is formed in the lower part of the hanging metal in the vertical direction. It is characterized in that the hanging metal object is held by passing a horizontal pin or bolt penetratingly fixed to the pillar through the elongated hole.

【0008】また、請求項2記載の吊り部の構造は、床
パネルの側縁にかつ同一面内に2枚の壁パネルが並べて
立設され、これら両壁パネルの隣接する最外縁の縦枠間
に中柱が配設された建物ユニットにおいて、上記中柱の
上端に、該中柱の上端面から下方に延びるスリット状の
凹部を形成し、該凹部内に、上部に吊り具に対する係止
部を有した板状の吊り金物を上下方向移動自在に挿入
し、該吊り金物の下部に上下方向に長い長孔が形成さ
れ、該長孔に、上記中柱及びそれに隣接する両縦枠に貫
通固定される水平なピン又はボルトを通すことで、上記
吊り金物を保持したことを特徴としている。
According to a second aspect of the present invention, in the structure of the hanging portion, two wall panels are erected side by side on the side edge of the floor panel and in the same plane. In a building unit in which a middle pillar is arranged, a slit-shaped recess extending downward from the upper end surface of the middle pillar is formed at the upper end of the middle pillar, and the upper part is locked in the recess with respect to a hanging tool. A plate-shaped hanging metal article having a portion is inserted so as to be movable in the vertical direction, and a long hole that is long in the vertical direction is formed in the lower part of the hanging metal article, and in the long hole, the middle pillar and both vertical frames adjacent thereto are formed. It is characterized in that the hanging metal object is held by passing a horizontal pin or bolt which is fixed through.

【0009】また、請求項3記載の吊り部の構造は、床
パネルの側縁に壁パネルが立設されてなる建物ユニット
において、上記壁パネルを構成する縦枠を2本近接配置
して、これら縦枠の上端面間から下方に延びるスリット
状の凹部を形成し、該凹部内に、上部に吊り具に対する
係止部を有した板状の吊り金物を上下方向移動自在に挿
入し、該吊り金物の下部に上下方向に長い長孔が形成さ
れ、該長孔に、上記互いに近接する両縦枠に貫通固定さ
れる水平なピン又はボルトを通すことで、上記吊り金物
を保持したことを特徴としている。
According to a third aspect of the present invention, in the structure of the hanging portion, in a building unit in which a wall panel is erected on a side edge of a floor panel, two vertical frames constituting the wall panel are arranged close to each other. A slit-shaped recess extending downwardly between the upper end faces of these vertical frames is formed, and a plate-shaped metal hanging object having an engaging portion for a hanging tool at the top is inserted into the recess so as to be vertically movable, A long hole that is long in the vertical direction is formed in the lower portion of the hanging object, and the hanging object is held by passing horizontal pins or bolts that are fixed through the two vertical frames adjacent to each other through the elongated hole. It has a feature.

【0010】さらにまた、請求項4記載の吊り部の構造
は、上記吊り金物が、上記ピン又はボルトの軸心の回り
にある角度範囲内で回動自在に挿入されていることを特
徴としている。
Further, the structure of the hanging portion according to claim 4 is characterized in that the hanging metal object is rotatably inserted within an angular range around an axis of the pin or bolt. .

【0011】[0011]

【作用】請求項1記載の構造では、吊り金物を上方に引
き出して、その上端の係止部にフック等の吊り具を係止
することにより、柱を吊り上げることができる。その際
には、吊り金物に形成した長孔の上端がピン又はボルト
に当たり、吊り金物及びピン又はボルトを介して柱が持
ち上げられる。吊り上げ作業が終了したら、フック等の
吊り具を吊り金物から外し、ボルト等を少し緩めてから
同吊り金物を押し下げれば、この吊り金物を柱の内部に
収納することができる。
In the structure according to the first aspect of the present invention, the column can be lifted by pulling out the hanging metal object upward and locking the hooking tool such as a hook at the locking portion at the upper end thereof. In that case, the upper end of the long hole formed in the hanging metal object hits a pin or a bolt, and the column is lifted through the hanging metal material and the pin or the bolt. When the hoisting work is completed, the hook or other hoisting tool is removed from the hanging metal object, the bolt or the like is slightly loosened, and then the hanging metal object is pushed down, whereby the hanging metal object can be stored inside the pillar.

【0012】請求項2記載の構造では、中柱及びそれに
隣接する両壁パネルの縦枠に貫通固定される水平なボル
トで上記吊り金物を保持するので、壁パネルと吊り金物
との一体性が高まり、建物ユニット全体の吊り強度がさ
らに向上する。請求項3記載の構造では、請求項1記載
の柱や請求項2記載の中柱を省略することができる。な
お、吊り金物が長孔に通したピン又はボルトを中心にし
て傾動できるようにすれば、吊り方向が斜めになる場合
でも、無理な力が吊り金物に作用するのを防止すること
ができ、不慮の事故を防止することができる。
In the structure according to the second aspect of the present invention, since the hanging hardware is held by the horizontal bolts which are fixed through the vertical frames of the middle pillar and the wall panels adjacent thereto, the wall panel and the hanging hardware are integrated. As a result, the suspension strength of the entire building unit is further improved. In the structure described in claim 3, the pillar described in claim 1 and the middle pillar described in claim 2 can be omitted. If the hanging metal can be tilted around the pin or the bolt passed through the long hole, it is possible to prevent an unreasonable force from acting on the hanging metal even when the hanging direction is oblique, It is possible to prevent accidents.

【0013】[0013]

【実施例】以下、図面を参照してこの発明の実施例につ
いて説明する。図1はこの発明の一実施例である吊り部
の構造を示す側面図、図2は図1のD矢視図、また、図
3は同吊り部の構造が適用されている建物ユニットを一
部破断して示す斜視図である。まず、図3を用いて、こ
の例に供される建物ユニット3の全体構成について説明
する。この建物ユニット3は、桁方向に長い方形の床パ
ネル4と、該床パネル4の長辺側(桁側)の一側縁にか
つ同一面内に並べて立設された2枚の壁パネル(以下、
桁壁パネルともいう)5a,5aと、床パネル4の相対
向する一対の短辺側(妻側)の側縁に立設された壁パネ
ル(以下、妻壁パネルともいう)5b,5bとからコの
字壁状に概略構成され、上記2枚の桁壁パネル5a,5
a間には中柱7が介挿されている。上記床パネル4は、
床根太41,41,…と最外縁の側根太42,42に直
交してこれらの木口と突き付けの状態で端根太43,4
3が釘打ちされて方形の枠組とされ、さらに床根太4
1,41,…及び側根太42,42の相互間に受け材4
4,44,…も取り付けられて床枠組が構成され、この
床枠組の上面に構造用合板やパーティクルボード等の面
材45が取り付けられて床構面として構成されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing the structure of a suspension part according to an embodiment of the present invention, FIG. 2 is a view taken in the direction of arrow D of FIG. 1, and FIG. 3 shows a building unit to which the structure of the suspension part is applied. It is a perspective view which fractures | ruptures and shows. First, the overall configuration of the building unit 3 used in this example will be described with reference to FIG. This building unit 3 has a rectangular floor panel 4 that is long in the girder direction, and two wall panels that are erected on one side edge of the long side (girder side) of the floor panel 4 side by side in the same plane ( Less than,
Girder wall panels) 5a, 5a, and wall panels (hereinafter also referred to as gable wall panels) 5b, 5b that are erected on a pair of opposing short side (wife side) side edges of the floor panel 4. Is roughly configured in a U-shaped wall shape, and the above-mentioned two girder wall panels 5a, 5
The middle pillar 7 is inserted between a. The floor panel 4 is
The floor joists 41, 41, ... And the end joists 43, 4 in a state of being buttted against these outer edges and crossing the side joists 42, 42 at the outermost edges.
3 is nailed to form a square frame, and floor joist 4
, 41 and side joists 42, 42 between the receiving members 4
, 44 are attached to form a floor framework, and a face material 45 such as structural plywood or particle board is attached to the upper surface of the floor framework to form a floor structure.

【0014】また、各壁パネル5a,5bは、縦枠5
1,51,…の上端と下端とのそれぞれにおいてこれら
の木口と突き付けの状態で上枠52と下枠53がそれぞ
れ釘打ちされて壁枠組とされ、この内面及び外面の両側
に石膏ボードや木片セメント板等の面材54,54が取
り付けられて耐力壁とされ、外側の面材は床パネル4及
び中柱7まで延びている。また、各壁パネル5a,5b
の内部には断熱材が装填され、さらに、桁壁パネル5
a,5aには出入口や窓等の開口部K,Kが形成されて
いる。開口部Kは、左右一対の縦枠51,51と、中枠
55と下枠53とにより画成され、開口部Kの上方に
は、垂れ縦枠56,56,…等からなる垂れ壁が形成さ
れている。壁パネル5a,5bは床パネル4へ下枠が釘
打ちされることにより立設され、また、直交して隣合う
壁パネル5a,5bは、それぞれの壁枠組の最外側の縦
枠を互いに突き合わせて釘打ちされている。さらに、同
一面内にて並べて配置される2枚の桁壁パネル5a,5
aは、釘やボルト等で中柱7と連結されている。
Each of the wall panels 5a and 5b has a vertical frame 5
The upper frame 52 and the lower frame 53 are respectively nailed at the upper end and the lower end of 1, 51, ... Face materials 54, 54 such as cement plates are attached to form a bearing wall, and the outer face material extends to the floor panel 4 and the center pillar 7. Also, each wall panel 5a, 5b
Insulation is loaded inside the girder wall panel 5
Openings K, K such as entrances and exits and windows are formed in a and 5a. The opening K is defined by a pair of left and right vertical frames 51, 51, a middle frame 55, and a lower frame 53. Above the opening K, a hanging wall including hanging vertical frames 56, 56 ,. Has been formed. The wall panels 5a and 5b are erected by nailing the lower frame to the floor panel 4, and the adjacent wall panels 5a and 5b are arranged so that the outermost vertical frames of the respective wall frames are butted against each other. Have been nailed. Furthermore, two girder wall panels 5a, 5 arranged side by side in the same plane
"a" is connected to the center pillar 7 with nails, bolts, or the like.

【0015】次に、図1及び図2を用いて、上記中柱7
を要素とするこの例の吊り部の構造について説明する。
中柱7の両側には、2枚の桁壁パネル5a,5aのそれ
ぞれの最外縁の縦枠51,51が当接して配置されてい
る。これら縦枠51,51の上端面には上枠52,52
が載置固定されており、中柱7は上枠52,52の上端
面よりも上枠52,52の厚さ相当分だけ高さが低く設
定されている。つまり、中柱7の上端面は縦枠51,5
1の上端面と同一高さに設定されている。中柱7の上端
には、桁壁パネル5a,5aの面方向と直交する方向に
切込みを入れることで、溝71が形成されている。この
溝71は、中柱7の上端面から下方に延びるスリット状
の凹部を構成している。この溝71の中には、一枚の鋼
板から構成された吊り金物8が、上下方向移動自在に挿
入されている。この吊り金物8は長方形板状のもので、
上部に吊りフックを係合するための係止孔(係止部)8
1を有し、下部に上下方向に長い長孔82を有してい
る。そして、両縦枠52,52と中柱7とに貫通させた
ボルト(ピン)9aを、上記長孔82に通すことによっ
て、吊り金物8は、中柱7の上部に保持されている。
Next, referring to FIG. 1 and FIG.
The structure of the suspending portion of this example including the element will be described.
The outermost vertical frames 51, 51 of the two girder wall panels 5a, 5a are arranged in contact with each other on both sides of the center pillar 7. Upper frames 52, 52 are provided on upper end surfaces of the vertical frames 51, 51.
Are mounted and fixed, and the height of the center pillar 7 is set lower than the upper end surfaces of the upper frames 52, 52 by an amount corresponding to the thickness of the upper frames 52, 52. In other words, the upper end surface of the center pillar 7 has vertical frames 51, 5
It is set at the same height as the upper end surface of 1. A groove 71 is formed at the upper end of the center pillar 7 by making a cut in a direction orthogonal to the surface direction of the girder wall panels 5a, 5a. The groove 71 constitutes a slit-shaped recess extending downward from the upper end surface of the center pillar 7. In the groove 71, the hanging metal member 8 made of a single steel plate is inserted so as to be vertically movable. The hanging hardware 8 is a rectangular plate,
Locking hole (locking part) 8 for engaging the hanging hook on the upper part
1 and has a long hole 82 that is long in the vertical direction at the bottom. Then, the hanging hardware 8 is held on the upper part of the middle pillar 7 by passing the bolt (pin) 9a penetrating the both vertical frames 52, 52 and the middle pillar 7 through the elongated hole 82.

【0016】この場合、ボルト9aは長孔82に通って
いるので、吊り金物8は、長孔82の長さ分だけ上下方
向に移動することができる。移動代を決定する長孔82
の長さは、下端位置に吊り金物8が移動した際に、係止
孔81が上枠52の上側に突出し、上端位置に吊り金物
8が移動した際に、吊り金物8の上端が上枠52の下端
面よりも下側に退避するように設定されている。上端位
置に移動した際に、吊り金物8を完全に中柱7内に格納
できるように、長孔82の長さを設定するようにしても
勿論良い。なお、上記ボルト9aは、一方の縦枠51の
外側から挿通され、中柱7及び他方の縦枠51を貫通
し、他方の縦枠51の外側でナット9bに螺合されるこ
とにより締結されている。また、ボルト9aの高さは、
桁壁パネル5a,5aの開口部K,Kと干渉しないよう
に、開口部K,Kの上方の垂れ壁(図1においては、垂
れ壁の下縁の位置をHで示す)の範囲内に設定されてい
る。なお、上述の建物ユニット3にあっては、四隅には
上記従来の構造の吊り部が設けられており、また、床パ
ネル4の長辺側の(壁パネルが立設されていない)一側
縁中間点Aには、公知の吊り部が設けられている。
In this case, since the bolt 9a passes through the long hole 82, the hanging hardware 8 can be moved in the vertical direction by the length of the long hole 82. Long hole 82 for determining travel allowance
When the hanging metal object 8 moves to the lower end position, the locking hole 81 projects to the upper side of the upper frame 52, and when the hanging metal object 8 moves to the upper end position, the upper end of the hanging metal object 8 becomes It is set to retract below the lower end surface of 52. Of course, the length of the long hole 82 may be set so that the hanging metal member 8 can be completely stored in the center pillar 7 when the hanging metal member 8 is moved to the upper end position. The bolt 9a is inserted from the outside of the one vertical frame 51, penetrates the center column 7 and the other vertical frame 51, and is fastened by being screwed into the nut 9b on the outside of the other vertical frame 51. ing. The height of the bolt 9a is
Within the range of the hanging wall (in FIG. 1, the position of the lower edge of the hanging wall is indicated by H in FIG. 1) above the openings K, K so as not to interfere with the openings K, K of the girder wall panels 5a, 5a. It is set. In addition, in the building unit 3 described above, the hanging portions having the above-described conventional structure are provided at the four corners, and one side of the floor panel 4 on the long side (no wall panel is erected). A known hanging portion is provided at the edge midpoint A.

【0017】次に、建築現場において、上記構成の建物
ユニット3を基礎の上に据え付けるには、トラック上の
建物ユニット3を、図4に示すように、吊り治具Tを用
いて、6点で吊り上げる。4点は建物ユニット3の四隅
であり、残りの2点は、上記中柱7と床パネル4の他方
の側縁の中間点Aである。中柱7を吊る場合には、図5
(a)に示すように、予め中柱7から引き上げられてい
る吊り金物8上端の係止孔81に吊りフックを引っ掛け
て吊り上げる。そうすると、長孔82の下端がボルト9
aに当たり、中柱7が持ち上がる。このようにして吊り
上げられた建物ユニット3を基礎の上に吊り下ろした
後、フックを外し、ボルト9aとナット9bとの締結を
少し緩めてから図4(b)に示すように吊り金物8を押
し下げる。そうすると、吊り金物8は中柱7内に格納さ
れ、上階となる建物ユニット又は屋根ユニットの据付作
業の邪魔にならなくなる。また、吊り方向が斜めになっ
た場合には、図6に示すように、吊り金物8が長孔82
に通したボルト9aを中心にして傾動し、無理な力が吊
り金物8に作用するのを防止する。
Next, at the construction site, in order to install the building unit 3 having the above-mentioned structure on the foundation, the building unit 3 on the truck is mounted with a hanging jig T as shown in FIG. Lift up with. The four points are the four corners of the building unit 3, and the remaining two points are the intermediate points A on the other side edges of the center pillar 7 and the floor panel 4. When hanging the middle pillar 7,
As shown in (a), the hanging hook is hooked in the locking hole 81 at the upper end of the hanging metal object 8 that has been previously pulled up from the middle pillar 7 to lift it. Then, the lower end of the long hole 82 has the bolt 9
Upon hitting a, the center pillar 7 is lifted. After the building unit 3 thus lifted is hung on the foundation, the hooks are removed and the bolts 9a and nuts 9b are loosened a little, and then the hanging hardware 8 is attached as shown in FIG. 4 (b). Push down. Then, the hanging hardware 8 is stored in the center pillar 7 and does not interfere with the installation work of the building unit or the roof unit on the upper floor. Further, when the hanging direction is inclined, as shown in FIG.
It tilts around the bolt 9a passed through to prevent the unreasonable force from acting on the hanging metal 8.

【0018】このように、この例によれば、壁パネル5
a,5a間に中柱7を立設し、この中柱7に吊り部を設
けるようにしたので、吊り部が屋内側に突出することを
防止することができ、ユニット空間を有効に利用でき
る。また、中柱7を直接吊り上げることができるので、
中柱7の近傍に別の吊り上げ点を設ける必要がない上、
建物ユニット3全体の吊り強度が向上する。また、この
例では、中柱7と縦枠51,51を貫通するボルト9a
で吊り金物8を保持しているので、吊り金物8は中柱7
ばかりでなく、桁壁パネル5a,5aとも一体化され
る。このため、吊り強度が極めて高くなる。さらに、中
柱7に直接吊り金物8を取り付けているので、壁パネル
に開口部がある場合でも、開口部に影響なく吊り金物8
を配設することができる。特にこの例では、ボルト9a
の位置を垂れ壁の範囲内に設定したので、開口部k側に
ボルトやナットが突出するようなこともない。また、吊
り金物8を中柱7に格納することができるので、使用後
は、後の作業の邪魔にならないようにすることができ
る。
Thus, according to this example, the wall panel 5
Since the middle pillar 7 is erected between a and 5a and the hanging portion is provided on the middle pillar 7, it is possible to prevent the hanging portion from projecting to the indoor side, and to effectively use the unit space. . Also, since the middle pillar 7 can be directly lifted,
It is not necessary to provide another hoisting point near the center pillar 7,
The suspension strength of the entire building unit 3 is improved. Further, in this example, the bolt 9a penetrating the center pillar 7 and the vertical frames 51, 51.
Since the hanging hardware 8 is held by the
Not only is it integrated with the girder wall panels 5a, 5a. Therefore, the suspension strength becomes extremely high. Further, since the hanging metal fitting 8 is directly attached to the center pillar 7, even if the wall panel has an opening, the hanging metal fitting 8 is not affected by the opening.
Can be provided. Particularly in this example, the bolt 9a
Since the position of is set within the range of the hanging wall, the bolt and nut do not project to the opening k side. Further, since the hanging hardware 8 can be stored in the center pillar 7, it can be prevented from interfering with the subsequent work after use.

【0019】以上、この発明の実施例を図面により詳述
してきたが、具体的な構成はこの実施例に限られるもの
ではなく、この発明の要旨を逸脱しない範囲の設計の変
更等があってもこの発明に含まれる。例えば、吊り金物
8を中柱7の上部に保持するための保持具は、ボルトに
限らず、ピンや軸棒でも良い。また、上述の実施例にお
いては、中柱7は上枠52,52の上端面よりも上枠5
2,52の厚さ相当分だけ高さが低く設定されるように
した場合について述べた。これは、現場施工において、
吊り金物8が中柱7内に完全には格納できない場合に
も、他のユニットとの接合上支障なきようにするためで
あるが、このような懸念が全くない場合には、中柱7の
上端面を上枠52の上端面と同一高さに設定するように
しても良い。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific structure is not limited to this embodiment, and there are design changes and the like within the scope not departing from the gist of the present invention. Also included in the present invention. For example, the holder for holding the hanging metal member 8 on the upper portion of the center pillar 7 is not limited to the bolt, and may be a pin or a shaft rod. In addition, in the above-described embodiment, the center pillar 7 is located above the upper end surfaces of the upper frames 52, 52.
The case has been described in which the height is set lower by the amount corresponding to the thickness of 2,52. This is in the field construction,
This is to prevent any hindrance from joining with other units even when the hanging hardware 8 cannot be completely stored in the center pillar 7, but when there is no such concern, The upper end surface may be set at the same height as the upper end surface of the upper frame 52.

【0020】また、上述の実施例においては、建物ユニ
ットの四隅には従来の構造の吊り部を設けるようにした
場合について述べたが、四隅にも、この発明の吊り部の
構造を適用するようにしても良い。このようにすれば、
吊り上げ作業後のアイボルト等の吊り金具の除去作業が
不要となるので、ユニット建物の現場組立施工を一段と
簡易かつ迅速に行うことが期待できる。また、上述の実
施例においては、中柱7等の柱を用いる場合について述
べたが、同一面内に並べて立設される2枚の壁パネル間
の間隙を狭くして、スリット状の凹部を形成するように
すれば、柱を省略することができる。
Further, in the above-described embodiment, the case where the hanging portions having the conventional structure are provided at the four corners of the building unit has been described, but the hanging portion structure of the present invention is also applied to the four corners. You can If you do this,
Since it is not necessary to remove the hanging metal fittings such as eyebolts after the lifting work, it can be expected that the on-site assembly work of the unit building can be performed more simply and quickly. Further, in the above-described embodiment, the case where the pillars such as the middle pillar 7 are used is described, but the gap between the two wall panels standing side by side in the same plane is narrowed to form the slit-shaped recess. If formed, the pillar can be omitted.

【0021】[0021]

【発明の効果】以上説明したように、この発明のユニッ
ト建物における吊り部の構造は、例えば、壁パネル間に
中柱等の柱を立設し、この中柱等の柱に吊り部を設ける
ものであるので、壁部に対する納まりが良くなり、住空
間を有効に利用できる。また、吊り金物を中柱等の柱に
格納することができるので、使用後は、後の作業の邪魔
にならないようにすることができる。また、建物ユニッ
トを基礎等の上に吊り下ろした後、さらにその上部に、
上階となる建物ユニット又は屋根ユニットを据え付ける
場合には、それに先だって、アイボルト等の吊り金具の
除去作業を行わなければならないが、この発明の吊り部
の構造によれば、例えばボルトを僅かに緩めて、あるい
は、ピンの自重により、吊り金物を中柱等の柱に格納す
ることができ、吊り金物の除去作業が不要となるので、
ユニット建物の現場施工性が一段と良好になることが期
待できる。
As described above, in the structure of the hanging portion in the unit building of the present invention, for example, a pillar such as a middle pillar is erected between the wall panels, and the hanging portion is provided on the pillar such as the middle pillar. Since it is a thing, it fits well on the wall and the living space can be used effectively. Moreover, since the hanging metal object can be stored in a pillar such as a middle pillar, it can be prevented from interfering with the subsequent work after use. Also, after suspending the building unit on a foundation, etc., further above it,
When installing a building unit or a roof unit on the upper floor, it is necessary to remove the hanging metal fittings such as eyebolts prior to that, but according to the structure of the hanging portion of the present invention, for example, loosen the bolts slightly. Alternatively, the hanging weight can be stored in a pillar such as a middle pillar by the weight of the pin, and the work of removing the hanging hardware is unnecessary.
It can be expected that the site workability of the unit building will be further improved.

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

【図1】この発明の一実施例である吊り部の構造を示す
側面図である。
FIG. 1 is a side view showing a structure of a hanging portion which is an embodiment of the present invention.

【図2】図1のD矢視図である。FIG. 2 is a view on arrow D in FIG.

【図3】同吊り部の構造が適用されている建物ユニット
の構成を示す一部破断斜視図である。
FIG. 3 is a partially cutaway perspective view showing a configuration of a building unit to which the structure of the hanging portion is applied.

【図4】同例を適用した建物ユニットの吊り上げ作業時
の様子を示す斜視図である。
FIG. 4 is a perspective view showing a state during a lifting operation of a building unit to which the same example is applied.

【図5】同例の作用説明図であり、(a)は吊り上げ時
の吊り金物の状態を示し、(b)は吊り上げ終了時の吊
り金物の状態を示す図である。
FIG. 5 is an explanatory view of the operation of the same example, in which (a) shows a state of the hanging metal object at the time of lifting, and (b) is a diagram showing a state of the hanging metal object at the end of lifting.

【図6】同例の吊り上げ方向が斜めになったときの吊り
金物の状態を示す図である。
FIG. 6 is a diagram showing a state of the hanging metal object when the lifting direction of the same example is oblique.

【図7】従来の建物ユニットの一例を概略的に示す斜視
図である。
FIG. 7 is a perspective view schematically showing an example of a conventional building unit.

【符号の説明】[Explanation of symbols]

3 建物ユニット 4 床パネル 5a 桁壁パネル(壁パネル) 51 縦枠 52 上枠 7 中柱(柱) 71 溝(スリット状の凹部) 8 吊り金物 81 係止孔(係止部) 82 長孔 9a ボルト(ピン) T 吊り冶具(吊り具) 3 Building Unit 4 Floor Panel 5a Girder Wall Panel (Wall Panel) 51 Vertical Frame 52 Upper Frame 7 Middle Pillar (Post) 71 Groove (Slit-like Recess) 8 Hanging Hardware 81 Locking Hole (Locking Part) 82 Long Hole 9a Bolt (pin) T Hanging jig (hanging tool)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 建物ユニットに組込まれた柱の上端に、
該柱の上端面から下方に延びるスリット状の凹部を形成
し、該凹部内に、上部に吊り具に対する係止部を有した
板状の吊り金物を上下方向移動自在に挿入し、該吊り金
物の下部には上下方向に長い長孔が形成され、該長孔
に、前記柱に貫通固定される水平なピン又はボルトを通
すことで、前記吊り金物を保持したことを特徴とする建
物ユニットにおける吊り部の構造。
1. The upper end of a pillar incorporated in a building unit,
A slit-shaped recess extending downward from the upper end surface of the pillar is formed, and a plate-shaped hanging metal having an engaging portion for a hanging tool at the top is inserted into the concave so as to be vertically movable, and the hanging metal is In the lower part of the building unit, a long hole is formed in the up-down direction, and the hanging metal object is held by passing a horizontal pin or bolt fixed to the pillar through the long hole. The structure of the hanging part.
【請求項2】 床パネルの側縁にかつ同一面内に2枚の
壁パネルが並べて立設され、これら両壁パネルの隣接す
る最外縁の縦枠間に中柱が配設された建物ユニットにお
いて、前記中柱の上端に、該中柱の上端面から下方に延
びるスリット状の凹部を形成し、該凹部内に、上部に吊
り具に対する係止部を有した板状の吊り金物を上下方向
移動自在に挿入し、該吊り金物の下部に上下方向に長い
長孔が形成され、該長孔に、前記中柱及びそれに隣接す
る両縦枠に貫通固定される水平なピン又はボルトを通す
ことで、前記吊り金物を保持したことを特徴とする建物
ユニットにおける吊り部の構造。
2. A building unit in which two wall panels are erected side by side on the side edge of a floor panel and in the same plane, and a middle pillar is arranged between the adjacent outermost vertical frames of these both wall panels. In the above, in the upper end of the middle pillar, a slit-like recess extending downward from the upper end surface of the middle pillar is formed, and in the recess, a plate-like metal hanging object having a locking portion for a hanging tool is provided above and below. It is inserted so that it can move in any direction, and a long hole that is long in the vertical direction is formed in the lower portion of the hanging object, and a horizontal pin or bolt that is fixed through the middle pillar and both vertical frames adjacent to it is passed through the long hole. Therefore, the structure of the hanging part in the building unit, characterized in that the hanging hardware is held.
【請求項3】 床パネルの側縁に壁パネルが立設されて
なる建物ユニットにおいて、前記壁パネルを構成する縦
枠を2本近接配置して、これら縦枠の上端面間から下方
に延びるスリット状の凹部を形成し、該凹部内に、上部
に吊り具に対する係止部を有した板状の吊り金物を上下
方向移動自在に挿入し、該吊り金物の下部に上下方向に
長い長孔が形成され、該長孔に、前記互いに近接する両
縦枠に貫通固定される水平なピン又はボルトを通すこと
で、前記吊り金物を保持したことを特徴とする建物ユニ
ットにおける吊り部の構造。
3. In a building unit in which a wall panel is erected on a side edge of a floor panel, two vertical frames constituting the wall panel are arranged in close proximity to each other, and extend downward from between upper end surfaces of these vertical frames. A slit-shaped recess is formed, and a plate-shaped hanging metal object having an engaging portion for a hanging tool on the upper part is vertically movably inserted into the concave part, and a vertically long slot is formed in the lower part of the hanging metal object. The structure of the hanging part in the building unit, wherein the hanging metal object is held by passing horizontal pins or bolts, which are penetrated and fixed to the adjacent vertical frames, through the elongated holes.
【請求項4】 前記吊り金物は、前記ピン又はボルトの
軸心の回りにある角度範囲内で回動自在に挿入されてい
ることを特徴とする請求項1乃至3記載の建物ユニット
における吊り部の構造。
4. The hanging part in a building unit according to claim 1, wherein the hanging metal is inserted rotatably within an angle range around an axis of the pin or the bolt. Structure.
JP9777693A 1993-04-23 1993-04-23 Structure of hanging part of building unit Pending JPH06307090A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9777693A JPH06307090A (en) 1993-04-23 1993-04-23 Structure of hanging part of building unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9777693A JPH06307090A (en) 1993-04-23 1993-04-23 Structure of hanging part of building unit

Publications (1)

Publication Number Publication Date
JPH06307090A true JPH06307090A (en) 1994-11-01

Family

ID=14201242

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9777693A Pending JPH06307090A (en) 1993-04-23 1993-04-23 Structure of hanging part of building unit

Country Status (1)

Country Link
JP (1) JPH06307090A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013655A (en) * 2007-07-04 2009-01-22 Dooei Gaiso Kk Joint plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013655A (en) * 2007-07-04 2009-01-22 Dooei Gaiso Kk Joint plate

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