JPH07268951A - Assembling type outer corridor and its execution method - Google Patents
Assembling type outer corridor and its execution methodInfo
- Publication number
- JPH07268951A JPH07268951A JP8532494A JP8532494A JPH07268951A JP H07268951 A JPH07268951 A JP H07268951A JP 8532494 A JP8532494 A JP 8532494A JP 8532494 A JP8532494 A JP 8532494A JP H07268951 A JPH07268951 A JP H07268951A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- girder
- outer corridor
- vertical
- building
- 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
Links
Landscapes
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、アパートなどの建築物
の屋外側階上部分に構築する組立式外廊下及びその施工
法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated outer corridor constructed on an upper floor of an outdoor side of a building such as an apartment and a construction method thereof.
【0002】[0002]
【従来技術】アパートなどの低層建築物の屋外側階上部
分に外廊下を構築する場合は、一般に、基礎上に角パイ
プやH型鋼やC型鋼等からなる柱脚を立設すると共に受
桁や前桁を架設して軸組みし、桁間に設けた根太上に床
板を一枚ずつ順次敷設している。これらの桁や柱或は床
板類は規格化されており、現場において組み立てること
により外廊下を構築可能になっている。2. Description of the Related Art When constructing an outer corridor in the upper part of the outdoor side of a low-rise building such as an apartment, generally, a square pipe or a column base made of H-shaped steel or C-shaped steel is erected on a foundation and a girder is received. The front girders are erected and framed, and the floor boards are laid one by one on the joists provided between the girders. These girders, pillars, or floor boards are standardized, and it is possible to construct an outer corridor by assembling them on site.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、規格化
されているとはいえ、数多くの部材を組み立てて外廊下
を構築するのは大変な労力を必要としている。特に、床
板の固定には、例えば床板一枚当たり11ヶ所のボルト
締めが必要であり、このボルト締め作業を当該外廊下の
全長にわたって数十枚分、即ち数百ケ所行なわなければ
ならず、この床板の固定作業の労力だけでも膨大であっ
た。本発明は上記に鑑み提案されたもので、施工が容易
で作業能率を著しく向上可能な組立式外廊下及びその施
工法を提供することを目的とする。However, although standardized, it requires a great deal of labor to assemble many members to construct an outer corridor. In particular, for fixing the floor plate, for example, 11 bolts must be tightened per floor plate, and this bolting work must be performed for several tens of plates, that is, several hundreds, over the entire length of the corridor. The labor for fixing the floorboard was enormous. The present invention has been proposed in view of the above, and an object thereof is to provide a prefabricated outer corridor that can be easily constructed and can significantly improve work efficiency, and a construction method thereof.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
請求項1に記載した発明は、建築物の階上部分の外部に
構築する外廊下であって、建築物の側壁に沿ってほゞ水
平方向に設けた受桁と、側壁から所定の距離を隔てて所
定間隔で立設した複数の柱材と、該柱材の間に横設した
前桁と、受桁及び前桁により支持した状態で敷設する床
材ユニットと、を少なくとも備え、上記床材ユニット
は、縦材と横材を有するほゞ矩形のフレーム材と、この
フレーム材の上面に添設する床板とからなり、上記床板
を、フレーム材の両端部に懸垂具を装着可能な装着空部
を残して予め添設したことを特徴とする組立式外廊下で
ある。また、請求項2に記載した発明は、建築物の階上
部分の外部に設ける外廊下の施工法であって、建築物の
側壁に沿って受桁をほゞ水平方向に設け、側壁から所定
の距離を隔てて所定間隔で複数の柱材を立設すると共
に、該柱材の間に前桁を横設し、縦材と横材を有するほ
ゞ矩形のフレーム材と、このフレーム材の上面に添設す
る床板とからなり、フレーム材の両端部に懸垂具を装着
可能な装着空部を残して床板を添設することにより構成
した床材ユニットを、懸垂具により吊り下げることによ
り上記受桁及び前桁上に順次敷設し、その後隣り合う床
材ユニットの装着空部に別途床板を添設するようにした
ことを特徴とする組立式外廊下の施工法である。In order to achieve the above object, the invention described in claim 1 is an outer corridor constructed outside the upper floor portion of a building, which is substantially along the side wall of the building. The girder provided in the horizontal direction, a plurality of pillars standing up at a predetermined distance from the side wall at a predetermined distance, a front girder horizontally provided between the pillars, and supported by the girder and the front girder. A floor material unit to be laid in a state, and the floor material unit is composed of a substantially rectangular frame material having vertical members and horizontal members, and a floor plate attached to the upper surface of the frame member. Is a prefabricated outer corridor, characterized in that the frame is preliminarily attached to both end portions of the frame material, leaving a mounting empty portion in which a suspending tool can be mounted. Further, the invention according to claim 2 is a method of constructing an outer corridor provided outside the upper part of a building, in which a girder is provided substantially horizontally along the side wall of the building, and a predetermined distance is provided from the side wall. A plurality of column members are erected at a predetermined interval with a distance of, and a front girder is horizontally provided between the column members, and a substantially rectangular frame member having a vertical member and a horizontal member, and this frame member A floorboard unit that is made up of a floorboard attached to the upper surface, and a floorboard that is provided by additionally attaching a floorboard to both ends of the frame material to leave a mounting space where the suspension tool can be attached. This is a method for constructing a prefabricated outer corridor characterized in that it is sequentially laid on the receiving girder and the front girder, and then a floor plate is additionally attached to an empty space where adjacent floor material units are mounted.
【0005】[0005]
【作用】フレーム材に予め複数の床板を添設可能である
と共に、フレーム材の端部に床板を添設し残すことによ
り形成した懸垂具の装着空部を備える床材ユニットを、
上記装着空部にレッカーのワイヤー等を装着して吊り込
むことができ、施工現場での床材の添設作業を削減する
と共に、作業能率を向上させる。A floor material unit having a plurality of floor plates which can be attached to the frame material in advance and which has an empty space for mounting a suspension member formed by leaving the floor plates attached to the end portions of the frame material,
A wire of a wrecker or the like can be mounted and suspended in the mounting empty portion, which reduces the work of attaching the floor material at the construction site and improves the work efficiency.
【0006】[0006]
【実施例】以下、本発明の実施例を図面にもとづいて説
明すると、図面は本発明に係る組立式外廊下1を建築物
である二階建てアパート2に適用したものである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings, in which the prefabricated outer corridor 1 according to the present invention is applied to a two-story apartment building 2 which is a building.
【0007】本発明に係る組立式外廊下1は、例えば、
図1及び図2或は図5に示すように、アパート2の側壁
3に沿って受桁4をほゞ水平方向に設け、この側壁3か
ら所定の距離を隔てて所定間隔で複数の柱材6を立設す
ると共に、これらの柱材6の間に前桁5を横設する。ま
た、上記受桁4と前桁5との間に根太7を架設して軸組
みを形成する。The prefabricated outer corridor 1 according to the present invention is, for example,
As shown in FIG. 1 and FIG. 2 or FIG. 5, a girder 4 is provided in a substantially horizontal direction along a side wall 3 of an apartment 2, and a plurality of pillar members are separated from the side wall 3 by a predetermined distance at predetermined intervals. 6 is erected, and the front girder 5 is laterally installed between these pillars 6. A joist 7 is installed between the receiving girder 4 and the front girder 5 to form a shaft assembly.
【0008】上記軸組みに用いる受桁4、前桁5、柱材
6、根太7等の構造部材は、工場において予め所望の形
状ないし大きさに形成してあり、必要なブラケット類も
取り付けてある。Structural members such as the receiving girder 4, the front girder 5, the column member 6, and the joists 7 used for the above-mentioned frame assembly are formed in a desired shape or size in advance in a factory, and necessary brackets are also attached. is there.
【0009】一方、上記軸組み上に敷設する床材ユニッ
ト8は、縦材9と横材10を有するほゞ矩形のフレーム
材11と、このフレーム材11の上面に添設する床板1
2とからなり、フレーム材11の両端部に後述する懸垂
具を装着可能な装着空部13を残して床板12を添設す
ることにより構成する。この床材ユニット8も、上記し
た各構造部材と共に工場において生産する。On the other hand, the flooring unit 8 laid on the above-mentioned frame is a substantially rectangular frame member 11 having a vertical member 9 and a horizontal member 10, and a floor plate 1 attached to the upper surface of the frame member 11.
2 and the floor plate 12 is attached to both ends of the frame member 11 leaving a mounting space 13 in which a suspending tool described later can be mounted. This floor material unit 8 is also produced in the factory together with the above-mentioned structural members.
【0010】この床材ユニット8を、図1及び図4を参
照して更に詳しく説明する。床材ユニット8は、角パイ
プ材やC型鋼からなる対向する一対の縦材9及び横材1
0をほゞ矩形に形成し、上記縦材9とほゞ平行に複数の
補助縦材9aを横材10の間に梯子状に介在させると共
に、上記横材10とほゞ平行に2本の補助横材10aを
縦材9の間に格子状に介在させてフレーム材11を構成
する。The floor unit 8 will be described in more detail with reference to FIGS. 1 and 4. The floor material unit 8 comprises a pair of facing vertical members 9 and horizontal members 1 made of square pipe material or C-shaped steel.
0 is formed in a substantially rectangular shape, a plurality of auxiliary vertical members 9a are interleaved in a ladder shape between the horizontal members 10 in a direction substantially parallel to the vertical members 9, and at the same time, two auxiliary vertical members 9a are substantially parallel to the horizontal members 10. The frame member 11 is formed by interposing the auxiliary horizontal members 10a between the vertical members 9 in a grid pattern.
【0011】上記のようなフレーム材11には、両端部
に懸垂具を装着可能な装着空部13を残して後述する床
板12を添設し、これにより床材ユニット8を構成す
る。この床材ユニット8は、例えば、図4(A)に示す
ように後述する床板12を6枚添設可能な3Mユニット
(8a)と、図4(B)に示すように床板12を4枚添
設可能な2Mユニット(8b)とを用意するが、工場で
は両端部に床板12を添設しないことにより、端部に懸
垂具を装着可能な装着空部13を形成するのである。即
ち、フレーム材11の長手方向(外廊下の長手方向)の
端部に床板12を添設しないことにより、縦材9及び横
材10或は補助縦材9a及び補助横材10aの間に空間
が生じることになり、上記縦材9及び横材10或は補助
縦材9a及び補助横材10aに懸垂具を装着することが
でき、特に補助横材10aと補助縦材9aには敷設する
際に受桁4,前桁5及び既に敷設したフレーム材11と
干渉することがないので、懸垂具を所望する位置および
掛け方で装着することができる。なお、縦材9及び横材
10にもフック等の懸垂具を装着空部13側から外側に
向けるなどして装着することができ、この装着態様であ
れば敷設する際に桁4,5等と干渉することもない。A floor plate 12, which will be described later, is attached to the frame member 11 as described above, leaving a mounting space 13 at which both ends can be fitted with a suspender, and the floor member unit 8 is thus constructed. This floor material unit 8 includes, for example, a 3M unit (8a) capable of attaching six floor plates 12 described later as shown in FIG. 4 (A), and four floor plates 12 as shown in FIG. 4 (B). Although a 2M unit (8b) that can be attached is prepared, the floor plate 12 is not attached at both ends in the factory to form a mounting space 13 at which the suspending tool can be mounted. That is, since the floor board 12 is not attached to the end of the frame member 11 in the longitudinal direction (longitudinal direction of the outer corridor), a space is provided between the vertical member 9 and the horizontal member 10 or the auxiliary vertical member 9a and the auxiliary horizontal member 10a. Therefore, a suspending tool can be attached to the vertical member 9 and the horizontal member 10 or the auxiliary vertical member 9a and the auxiliary horizontal member 10a, and especially when laying the auxiliary horizontal member 10a and the auxiliary vertical member 9a. Since it does not interfere with the receiving girder 4, the front girder 5, and the frame material 11 already laid, it is possible to mount the suspending tool at a desired position and in a hanging manner. It is to be noted that the vertical members 9 and the horizontal members 10 can also be mounted by attaching a suspending tool such as a hook to the outside from the mounting empty portion 13 side. In this mounting mode, the girders 4, 5 and the like can be installed. It does not interfere with.
【0012】なお、床材ユニット8は、図4(A)に示
すように、補助横材10aが縦材9から突出する標準タ
イプと、図4(B)に示すように、補助横材10aが縦
材9から突出しない端部用(妻用)とを夫々の長さにお
いて用意しておく。As shown in FIG. 4 (A), the floor material unit 8 includes a standard type in which the auxiliary cross member 10a projects from the vertical member 9, and as shown in FIG. 4 (B), the auxiliary cross member 10a. For the ends (for the wives) that do not protrude from the vertical member 9 are prepared in the respective lengths.
【0013】上記のような構成のフレーム材11に添設
する床板12は、例えば制振鋼板、一般鋼板等で形成し
た金属製の芯材14を、合成ゴム等からなる被覆層15
で被覆してなる矩形の板材である。また、この床板12
は、図6に示すように、対向する長手方向の一側縁に第
1段部16を、他側縁に第2段部17を、互いに嵌合可
能に有し、図8に示すように、上記第1段部16は上方
が横方向に突出してなり、上記第2段部17は下方が横
方向に突出すると共に、先端付近の側縁方向に沿って上
向きに開口する溝部17a及び突片17bを変形可能に
備えている。The floor plate 12 attached to the frame member 11 having the above-described structure has a metal core material 14 formed of, for example, a damping steel plate or a general steel plate, and a coating layer 15 made of synthetic rubber or the like.
It is a rectangular plate material coated with. Also, this floor board 12
As shown in FIG. 6, a first step portion 16 is provided at one side edge in the opposing longitudinal direction, and a second step portion 17 is provided at the other side edge so that they can be fitted to each other. As shown in FIG. The first step portion 16 has an upper portion protruding laterally, the second step portion 17 has a lower portion protruding laterally, and a groove portion 17a and a protrusion that open upward along a side edge direction near the tip end. The piece 17b is provided so as to be deformable.
【0014】上記のような第1段部16と第2段部17
とを形成すると、隣接する床板12を接続するために、
第1段部16と第2段部17とを嵌合させたとき、上記
突片17b及び溝部17aが変形して第1段部16と第
2段部17とが水密状に密着する。したがって、水密性
が著しく向上して、階下に水漏れを起こすことがない。
なお、この第1段部16と第2段部17は、予め工場で
フレーム材11に固定する床板12に形成することは勿
論のこと、現場で後から装着空部13を塞ぐ床板12に
も形成してあり、同様の手順で嵌合させることができ
る。The first step portion 16 and the second step portion 17 as described above.
When the and are formed, in order to connect the adjacent floor boards 12,
When the first step portion 16 and the second step portion 17 are fitted to each other, the projecting piece 17b and the groove portion 17a are deformed and the first step portion 16 and the second step portion 17 are brought into close contact with each other in a watertight manner. Therefore, the watertightness is remarkably improved, and no water leaks downstairs.
The first step portion 16 and the second step portion 17 are, of course, formed on the floor plate 12 that is fixed to the frame member 11 at the factory in advance, and also on the floor plate 12 that closes the mounting space 13 later on site. It is formed and can be fitted in the same procedure.
【0015】また、床板12の側縁に設ける第1段部1
6及び第2段部17は、図9に示すように、波形に形成
することもできる。この場合にも、上記両段部16、1
7が互いに係合して雨水の浸入を阻止可能である。な
お、この第1段部16及び第2段部17は、互いに係合
して雨水の浸入を阻止可能であれば、或は浸入した雨水
を所望の方向に排水可能であれば、どのような形状であ
ってもよい。Further, the first step portion 1 provided on the side edge of the floor plate 12
6 and the second step portion 17 can also be formed in a corrugated shape, as shown in FIG. Also in this case, the both step portions 16, 1
7 can be engaged with each other to prevent rainwater from entering. It should be noted that the first step portion 16 and the second step portion 17 may be engaged with each other to prevent rainwater from entering, or if the invaded rainwater can be drained in a desired direction, It may have a shape.
【0016】更に、図示の実施例においては、床板12
の上面側にスリップ防止用の浮き出し模様18をほゞ一
面に形成すると共に、下面側には止水用のリブ19が設
けてある。なお、芯材14を被覆する被覆層15は、芯
材14の上部側の厚さを芯材14の下部側の厚さよりも
厚く設定することにより、芯材14を薄くすることなく
歩行の際のクッション性を高めてある。具体的には、例
えば、芯材14の厚さ3.2mm、被覆層15の上部側の
厚さ2.8mm、下部側の厚さ1.5mm、全体で7.5mm
程度である。Further, in the illustrated embodiment, the floor plate 12
An embossed pattern 18 for preventing slip is formed on the upper surface side, and a water blocking rib 19 is provided on the lower surface side. The covering layer 15 for covering the core material 14 is set to have a thickness on the upper side of the core material 14 thicker than a thickness on the lower side of the core material 14 so that the core material 14 is not thinned during walking. The cushioning property of is improved. Specifically, for example, the thickness of the core material 14 is 3.2 mm, the thickness of the coating layer 15 on the upper side is 2.8 mm, the thickness on the lower side is 1.5 mm, and the total thickness is 7.5 mm.
It is a degree.
【0017】一方、床材ユニット8のジョイント部に用
いるジョイント用床板12′にあっては、図7に示すよ
うに、芯材14の一端に縦樋20を挿通可能なように開
口部21が設けてある。また、この芯材14を被覆する
合成ゴムの被覆層15には、上記開口部21に対応する
位置に、床板12の上下を連通可能な挿通部を開設可能
に切断部22を設ける。On the other hand, in the joint floor plate 12 'used for the joint portion of the floor material unit 8, as shown in FIG. 7, an opening 21 is formed at one end of the core material 14 so that the vertical gutter 20 can be inserted therethrough. It is provided. Further, the synthetic rubber coating layer 15 that coats the core material 14 is provided with a cutting portion 22 at a position corresponding to the opening portion 21 so that an insertion portion capable of communicating the upper and lower sides of the floor plate 12 can be opened.
【0018】この切断部22は、図8に示す実施例にお
いては、開口部21に対応する部分の肉厚を薄くするこ
とにより形成してあり、この薄肉にした部分の切除を容
易にしている。なお、図8に示す実施例では裏面側に凹
部を形成して肉厚を薄くして上面は切断部22を意識さ
せないように平面に形成してある。In the embodiment shown in FIG. 8, the cutting portion 22 is formed by thinning the thickness of the portion corresponding to the opening 21, which facilitates cutting of the thinned portion. . In the embodiment shown in FIG. 8, a concave portion is formed on the back surface side to reduce the wall thickness, and the upper surface is formed flat so that the cutting portion 22 is not noticed.
【0019】一方、図9に示す実施例においては、切断
部22として下面側の被覆層15にV溝23を形成し、
このV溝23に沿ってナイフを入れることにより、挿通
する縦樋20に対応する挿通部を容易に開口可能に構成
している。即ち、複数のV溝23を縦樋20の断面形状
に応じた同心形状の円或は略正方形に形成しておき、挿
通する縦樋20のサイズ及び形状に対応するV溝23を
選択して切除すれば、縦樋20に適合する縦樋挿通部を
開設できる。例えば、図10(A)に示す角樋を縦樋2
0として通す場合は、角樋の標準的な寸法である65mm
角のV溝23を用意し、図10(B)に示す丸樋を縦樋
20として通す場合は、丸樋の標準的な寸法である直径
50mmと直径60mmのV溝23を用意する。なお、65
mmの角型のV溝23の内側に50mmと60mmの丸型のV
溝23を同心状に形成しておけば、当該現場で使用する
縦樋20のサイズと形状に応じて適宜に選択することが
できる。また、図9に示す実施例では床板12の裏面に
V溝23を形成したが、一般的に縦樋20の取付作業は
外廊下の組立作業が終了した後に行うので、表面(上
面)に形成した方が切除作業等を行い易い。On the other hand, in the embodiment shown in FIG. 9, a V groove 23 is formed in the coating layer 15 on the lower surface side as the cutting portion 22,
By inserting a knife along the V groove 23, the insertion portion corresponding to the vertical gutter 20 to be inserted can be easily opened. That is, a plurality of V-grooves 23 are formed in concentric circles or substantially squares corresponding to the cross-sectional shape of the downspout 20, and the V-grooves 23 corresponding to the size and shape of the downspout 20 to be inserted are selected. If cut off, a gutter insertion part that fits the gutter 20 can be opened. For example, the square gutter shown in FIG.
When passing as 0, the standard size of the square gutter is 65 mm.
When the corner V groove 23 is prepared and the circular gutter shown in FIG. 10 (B) is passed as the vertical gutter 20, the V groove 23 having a diameter of 50 mm and a diameter of 60 mm which are standard dimensions of the circular gutter is prepared. 65
50mm and 60mm round V inside the square V groove 23 mm
If the grooves 23 are formed concentrically, they can be appropriately selected according to the size and shape of the downspout 20 used at the site. Further, in the embodiment shown in FIG. 9, the V-groove 23 is formed on the back surface of the floor plate 12, but since the installation work of the downspout 20 is generally performed after the assembly work of the outer corridor is completed, it is formed on the front surface (upper surface). It is easier to perform the excision work.
【0020】次に、上記のような外廊下1の施工法を説
明する。先ず、基礎工事と共に、建築物の側壁3に設け
た接合ブラケット24に、受桁4をボルトBでほゞ水平
方向に取り付ける。なお、図示していないが、受桁4の
上部にはバックアップ材を取り付ける。Next, a method of constructing the outer corridor 1 as described above will be described. First, together with the foundation work, the support girder 4 is attached to the joint bracket 24 provided on the side wall 3 of the building with the bolt B in a substantially horizontal direction. Although not shown, a backup material is attached to the upper part of the receiving girder 4.
【0021】外廊下1の端部において受桁4と妻桁25
をボルトBにより取り付け、該妻桁25の先端側に柱材
6の一種として角柱26を立設する。また、角柱26の
間に予め規格化された所定間隔で柱材6の一種として複
数の中柱27を立設する。更に、上記各柱の間に前桁5
を横設し、上記受桁4と前桁5との間に根太7を架設し
て軸組みを形成する。なお、根太7は、床材ユニット8
を敷設するまでの間、受桁4と前桁5との間隔を所定長
さに保持することを主たる目的とするものであるので、
必ずしも設ける必要はない。床材ユニット8を敷設した
後はフレーム材11が従来の根太の機能を果たすからで
ある。しかしながら、前述したように、根太7を設ける
と受桁4と前桁5の間隔を所定長さに保持し易いので、
床材ユニット8を敷設し易い。At the end of the outer corridor 1, the girder 4 and the girder 25
Is attached by a bolt B, and a prism 26 is erected on the tip side of the girder 25 as a kind of column member 6. In addition, a plurality of middle pillars 27 are erected as a kind of pillar material 6 at predetermined intervals between the prisms 26. Furthermore, the front girder 5 is placed between each of the above pillars.
And a joist 7 is installed between the receiving girder 4 and the front girder 5 to form a shaft assembly. In addition, joists 7 are floor material units 8
Since the main purpose is to keep the distance between the receiving girder 4 and the front girder 5 at a predetermined length until the installation of
It does not necessarily have to be provided. This is because, after the floor material unit 8 is laid, the frame material 11 functions as a conventional joist. However, as described above, if the joists 7 are provided, it is easy to maintain the distance between the receiving girder 4 and the front girder 5 at a predetermined length.
It is easy to lay the floor unit 8.
【0022】上記根太7を取り付ける際に、通常は図3
(A)及び(B)に示すように、受桁4の取付部4aに
根太7の先端に形成した板状取付片28を添設してボル
トB、ナットNで締着する。なお、中柱27側も同様に
ボルトB,ナットNで締着する。When the joist 7 is attached, normally, FIG.
As shown in (A) and (B), a plate-shaped attachment piece 28 formed at the tip of the joist 7 is attached to the attachment portion 4a of the receiving girder 4 and fastened with bolts B and nuts N. In addition, bolts B and nuts N are similarly fastened to the side of the center pillar 27.
【0023】一方、縦樋20が通る部分においては、図
3(C)及び(D)に示すように、受桁4を接合するよ
うに根太7の先端にコ字状の止着片29を形成し、この
止着片29を受桁4の取付部4aに添設してボルトB,
ナットNで締着し、縦樋20を通す縦樋挿通空間30を
形成する。そして、中柱27との止着は上記通常の根太
7と同様にボルトB,ナットNで止着する。なお、根太
7を設けない場合には、独立した止着片29を使用して
縦樋挿通空間30を形成すればよい。On the other hand, in the portion through which the vertical gutter 20 passes, as shown in FIGS. 3C and 3D, a U-shaped fastening piece 29 is attached to the tip of the joist 7 so as to join the receiving beam 4. The fastening piece 29 is formed on the mounting portion 4a of the receiving girder 4, and the bolt B,
The vertical gutter insertion space 30 through which the vertical gutter 20 is passed is formed by tightening with the nut N. The bolts B and nuts N are used to fasten the center pillar 27 as in the case of the normal joist 7. When the joist 7 is not provided, the vertical gutter insertion space 30 may be formed by using the independent fastening piece 29.
【0024】次に、上記のように軸組みした鉄骨構造の
上に床材ユニット8を敷設する。このとき、本発明に係
る外廊下1に用いる床材ユニット8は、複数の床板12
を工場で予めフレーム材11に添設してある。したがっ
て、この床材ユニット8の重量は、単体の床板12に比
べると、かなり重くなっており、作業員が手で容易に持
ち上げることができない。しかし、本発明による床材ユ
ニット8は、両端部に懸垂具を装着可能な装着空部13
を残している。そこで、この装着空部13、即ち、床板
12を貼ってないフレーム材11を構成する横材10及
び縦材9と補助横材10a及び補助縦材9aとが露出す
る部分に、懸垂具として例えばナイロンスリング31や
ワイヤーロープを通し、レッカーで吊り上げることがで
きる。Next, the flooring unit 8 is laid on the steel frame structure assembled as described above. At this time, the floor material unit 8 used for the outer corridor 1 according to the present invention is provided with a plurality of floor plates 12.
Is attached to the frame material 11 in advance at the factory. Therefore, the weight of the floor material unit 8 is considerably heavier than that of the single floor plate 12, and the operator cannot easily lift it by hand. However, in the flooring unit 8 according to the present invention, the mounting space 13 where the suspending tool can be mounted at both ends.
Is left. Therefore, as a suspending tool, for example, as a suspending tool, the mounting empty portion 13, that is, the portion where the horizontal member 10 and the vertical member 9 and the auxiliary horizontal member 10a and the auxiliary vertical member 9a that form the frame member 11 to which the floor plate 12 is not attached is exposed. The nylon sling 31 and the wire rope can be passed through and lifted by a tow truck.
【0025】そして、レッカーで吊り上げた床材ユニッ
ト8を所定の位置で下ろし、ボルトBにより受桁4及び
前桁5に固定する。なお、図示していないが、隣り合う
床材ユニット8の補助縦材9aを根太7を挟んで接続す
るとよい。Then, the floor material unit 8 lifted by a tow truck is lowered at a predetermined position and fixed to the receiving beam 4 and the front beam 5 with bolts B. Although not shown, it is advisable to connect the auxiliary vertical members 9a of the adjacent floor material units 8 with the joist 7 in between.
【0026】また、床材ユニット8の接続部分には、ジ
ョイント枠32を装着する。このジョイント枠32は、
通常の接続部分に装着する矩形の標準ジョイント枠32
aと、縦樋20を挿通する位置に装着する一端が開放す
る縦樋取付用ジョイント枠32bとを使い分ける。A joint frame 32 is attached to the connecting portion of the floor material unit 8. This joint frame 32 is
A rectangular standard joint frame 32 to be attached to a normal connecting part
a and a vertical gutter mounting joint frame 32b which is mounted at a position where the vertical gutter 20 is inserted and whose one end is open.
【0027】そして、床材ユニット8の床板12を貼っ
ていない部分及び上記ジョイント枠32の上面に床板1
2を敷設し、床材ユニット8及びジョイント枠32の取
付穴(図示せず)と床板12の止着孔33とを連通させ
てビスで一連に止着する。なお、ビスの頭には図示して
いないビスキャップを被着して封止する。Then, the floorboard 1 is provided on a portion of the flooring unit 8 where the floorboard 12 is not attached and on the upper surface of the joint frame 32.
2 is laid, the mounting holes (not shown) of the floor material unit 8 and the joint frame 32 and the fastening holes 33 of the floor plate 12 are made to communicate with each other, and they are fastened in series by screws. A screw cap (not shown) is attached to the head of the screw to seal it.
【0028】上記のように施工現場において、床材ユニ
ット8の装着空部13に添設する床板12は、床材ユニ
ット8に予め固定した床板12と同じものである。この
床板12は、例えば長さ1350mm、幅455mm程度で
ある。また、ジョイント部に用いるジョイント用床板1
2′、即ちジョイント枠32に添設する床板12は、上
記通常の床板12のほゞ半幅(227.5mm)に形成し
てある。このジョイント用床板12′の芯材14には、
前記したように開口部21が開設してあると共に被覆層
15に切断部22が形成してある。したがって、縦樋2
0が通る位置に配設する場合には、施工現場において、
縦樋20に対応する切断部22をカッターを用いて切除
して縦樋挿通部を形成する。As described above, at the construction site, the floor plate 12 attached to the mounting space 13 of the floor material unit 8 is the same as the floor plate 12 previously fixed to the floor material unit 8. The floor plate 12 has a length of about 1350 mm and a width of about 455 mm, for example. Also, a joint floor plate 1 used for the joint section
2 ', that is, the floor plate 12 attached to the joint frame 32 is formed to have a half width (227.5 mm) of the normal floor plate 12 described above. In the core material 14 of the floor plate 12 'for joints,
As described above, the opening 21 is opened and the cut portion 22 is formed in the coating layer 15. Therefore, downspout 2
When arranging at a position where 0 passes, at the construction site,
The cutting part 22 corresponding to the downspout 20 is cut off with a cutter to form a downspout insertion part.
【0029】なお、上記ジョイント用床板12′は、通
常の床板12と比べて幅が半分になっている以外、外観
上の相違はないので、他のジョイント部にも共用可能で
ある。しかし、開口部21を設けない芯材14を用いた
ジョイント用床板を別途標準ジョイント用として用意し
ておいてもよい。The joint floor plate 12 'has no difference in appearance except that the width thereof is half that of the ordinary floor plate 12, so that the joint floor plate 12' can be used for other joint portions. However, a joint floor plate using the core material 14 without the opening 21 may be prepared separately for a standard joint.
【0030】一方、階段ユニット35を、外廊下1の一
側に適宜接続する。そして、各部の通り、直角、水勾配
の調整後、各部を止着しているボルトBを本締めする。
また、樋を取り付けると共に、縦樋20を前記したよう
にカッターで切除した縦樋挿通部に挿通する。縦樋挿通
部の開口縁は被覆層15がゴム製なので、カッターによ
る切除が適切であれば、ゴムの弾性によって開口縁が縦
樋20の外周面に密着するが、万一隙間が生じたならば
コーキング材を充填してもよい。On the other hand, the staircase unit 35 is appropriately connected to one side of the outer corridor 1. Then, after adjusting the right angle and the water gradient as shown in each part, the bolts B fastening each part are finally tightened.
In addition, the gutter 20 is attached and the vertical gutter 20 is inserted into the vertical gutter insertion portion cut by the cutter as described above. Since the cover layer 15 is made of rubber at the opening edge of the vertical gutter insertion portion, if the cutting is appropriate with a cutter, the elasticity of the rubber causes the opening edge to adhere to the outer peripheral surface of the vertical gutter 20. For example, caulking material may be filled.
【0031】上記のような構成の本発明に係る組立式外
廊下1によれば、床材ユニット8に装着空部13を残し
て他の部分には床板12を予め複数枚添設してあるの
で、現場における工数、特に床板の固定作業が著しく削
減され、これにより施工時間を大幅に短縮することがで
きる。According to the prefabricated outer corridor 1 of the present invention having the above-described structure, the floor material unit 8 is left with the mounting space 13 and a plurality of floor plates 12 are previously attached to the other portions. Therefore, the number of man-hours on the site, particularly the work of fixing the floor plate, is significantly reduced, which can significantly reduce the construction time.
【0032】また、スリング31等からなる懸垂具を装
着可能な装着空部13を備えているので、床材ユニット
8の重量が増加しても、レッカーによって吊り込むこと
ができるので、作業に支障が無いばかりではなく、労力
の削減が可能である。Further, since there is provided the mounting empty portion 13 in which the suspending tool including the sling 31 and the like can be mounted, even if the weight of the flooring unit 8 is increased, it can be suspended by the wrecker, which hinders the work. Not only is there no reduction, but labor can be reduced.
【0033】更に、縦樋20を外廊下1の途中であって
も配設可能になり、長い外廊下1であっても雨樋の傾斜
を最適に設定可能である。しかも、縦樋20を挿通する
ための縦樋挿通部もカッターによって極めて容易に開設
可能である。なお、この縦樋挿通部には、縦樋20ばか
りではなく、ガス管や水道管等、建物の外部に配設する
部材を挿通することができる。Further, the vertical gutter 20 can be arranged even in the middle of the outer corridor 1, and the inclination of the rain gutter can be optimally set even in the long outer corridor 1. Moreover, the vertical gutter insertion portion for inserting the vertical gutter 20 can be opened very easily by the cutter. It should be noted that not only the downspout 20 but also a member such as a gas pipe or a water pipe arranged outside the building can be inserted through the downspout insertion portion.
【0034】以上本発明を図示の実施例について説明し
たが、本発明は上記した実施例に限定されるものではな
く、特許請求の範囲に記載した構成を逸脱しない限り適
宜に実施できる。Although the present invention has been described above with reference to the illustrated embodiments, the present invention is not limited to the above-described embodiments, and can be appropriately implemented without departing from the configuration described in the claims.
【0035】[0035]
【発明の効果】以上説明したように本発明によれば、フ
レーム材に予め複数の床板を添設して床材ユニットを形
成してあるので、現場における工数が著しく削減される
と共に、施工時間を大幅に短縮することができる。そし
て、フレーム材に複数の床板を予め添設する作業は、施
工現場に比較して遥かに作業環境の整った工場で流れ作
業によっても行うことができるので、施工現場の場合よ
りも著しく効率良く行うことができるし、施工現場の様
に高い位置で作業する必要がないので安全性も向上でき
る。また、床材ユニットの重量が増加しても、装着空部
を利用してレッカーによって吊り込むことができるの
で、作業に支障が無いばかりではなく、労力の削減が可
能である。As described above, according to the present invention, since a plurality of floor boards are attached to the frame material in advance to form the floor material unit, the number of man-hours at the site is significantly reduced and the construction time is reduced. Can be significantly shortened. Also, the work of preliminarily attaching a plurality of floor boards to the frame material can be performed by a flow work in a factory where the working environment is far better than that of the construction site, so it is significantly more efficient than in the case of the construction site. It can be performed, and it is not necessary to work at a high position like a construction site, so safety can be improved. Further, even if the weight of the floor material unit is increased, it can be suspended by the wrecker using the mounting empty portion, so that not only the work is not hindered, but also the labor can be reduced.
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明に係る外廊下をアパートに適用したとき
の一部を欠截した概略平面図である。FIG. 1 is a schematic plan view in which a part of the outer corridor according to the present invention is applied to an apartment.
【図2】本発明に係る外廊下の縦方向端面図である。FIG. 2 is a vertical end view of an outer corridor according to the present invention.
【図3】受桁と根太の組立説明図であり、(A)は受桁
と根太の斜視図、(B)は受桁と根太の平面図、(C)
は縦樋を通す部分の受桁と止着片の斜視図、(D)は縦
樋を通す部分の受桁と止着片の平面図である。FIG. 3 is an assembly explanatory diagram of a girder and joist, (A) is a perspective view of the girder and joist, (B) is a plan view of the girder and joist, (C)
FIG. 3A is a perspective view of a receiving girder and a fastening piece in a portion through which the vertical gutter is passed, and FIG.
【図4】床材ユニットの斜視図であり、(A)は標準タ
イプの床材ユニットの斜視図、(B)は妻用の床材ユニ
ットの斜視図である。FIG. 4 is a perspective view of a flooring unit, FIG. 4A is a perspective view of a standard type flooring unit, and FIG. 4B is a perspective view of a wife's flooring unit.
【図5】本発明に係る外廊下の施工法を説明する斜視図
である。FIG. 5 is a perspective view illustrating a method of constructing an outer corridor according to the present invention.
【図6】床板を示し、(A)は平面図、(B)は一部欠
截側面図である。FIG. 6 shows a floor board, (A) is a plan view, and (B) is a partially cutaway side view.
【図7】床板に用いる芯材の平面図である。FIG. 7 is a plan view of a core material used for the floor plate.
【図8】床板の一例を示す断面図である。FIG. 8 is a cross-sectional view showing an example of a floor board.
【図9】床板の他の一例を示す断面図である。FIG. 9 is a cross-sectional view showing another example of the floor board.
【図10】縦樋の形状を示す端面図である。FIG. 10 is an end view showing the shape of a vertical gutter.
1 外廊下 2 建築物であるアパート 3 アパートの側壁 4 受桁 5 前桁 6 柱材 7 根太 8 床材ユニット 9 縦材 10 横材 11 フレーム材 12 床材 12′ジョイント用床材 13 装着空部 14 芯材 15 被覆層 20 縦樋 21 芯材の開口部 26 柱材の一種である角柱 27 柱材の一種である中柱 31 懸垂具としてのナイロンスリング 1 Exterior corridor 2 Apartment 3 Building side wall 4 Apartment girder 5 Front girder 6 Column girder 7 joist 8 Floor material unit 9 Vertical material 10 Horizontal material 11 Frame material 12 Floor material 12 'Joint floor material 13 Empty space 14 Core Material 15 Covering Layer 20 Downspout 21 Core Material Opening 26 Prismatic Column as a Pillar 27 Middle Pillar as a Pillar 31 Nylon Sling as Suspension Tool
Claims (2)
下であって、 建築物の側壁に沿ってほゞ水平方向に設けた受桁と、側
壁から所定の距離を隔てて所定の間隔で立設した複数の
柱材と、該柱材の間に横設した前桁と、受桁及び前桁に
より支持した状態で敷設する床材ユニットと、を少なく
とも備え、 上記床材ユニットは、縦材と横材を有するほゞ矩形のフ
レーム材と、このフレーム材の上面に添設する床板とか
らなり、 上記床板を、フレーム材の両端部に懸垂具を装着可能な
装着空部を残して予め添設したことを特徴とする組立式
外廊下。1. An outer corridor constructed outside of an upper floor of a building, wherein the girder is provided substantially horizontally along a side wall of the building and a predetermined distance from the side wall. At least a plurality of pillars standing upright at intervals, a front girder horizontally provided between the pillars, and a flooring unit laid in a state of being supported by the receiving girder and the front girder, and the flooring unit is , A substantially rectangular frame material having a vertical member and a horizontal member, and a floor plate attached to the upper surface of the frame member. The floor plate is provided with a mounting space in which suspension members can be mounted at both ends of the frame member. A prefabricated outer corridor characterized by being installed in advance, leaving it behind.
の施工法であって、 建築物の側壁に沿って受桁をほゞ水平方向に設け、側壁
から所定の距離を隔てて所定の間隔で複数の柱材を立設
すると共に、該柱材の間に前桁を横設し、 縦材と横材を有するほゞ矩形のフレーム材と、このフレ
ーム材の上面に添設する床板とからなり、フレーム材の
両端部に懸垂具を装着可能な装着空部を残して床板を添
設することにより構成した床材ユニットを、懸垂具によ
り吊り下げることにより上記受桁及び前桁上に順次敷設
し、 その後隣り合う床材ユニットの装着空部に別途床板を添
設するようにしたことを特徴とする組立式外廊下の施工
法。2. A method for constructing an outer corridor provided outside the upper floor of a building, wherein a girder is provided substantially horizontally along a side wall of the building, and a predetermined distance is provided from the side wall. A plurality of column members are erected at intervals of, and a front girder is horizontally provided between the column members, and is attached to the upper surface of the frame member having a substantially rectangular frame member having vertical and horizontal members. The floor girder and front girder, which consist of a floor board, are constructed by attaching floor boards alongside the frame material, leaving the mounting vacant spaces at both ends of which the suspension tools can be mounted. A method for constructing a prefabricated outer corridor, characterized in that the floorboards are laid one on top of the other, and then a floorboard is additionally installed in the empty space of the adjacent flooring unit.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8532494A JPH07268951A (en) | 1994-04-01 | 1994-04-01 | Assembling type outer corridor and its execution method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8532494A JPH07268951A (en) | 1994-04-01 | 1994-04-01 | Assembling type outer corridor and its execution method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07268951A true JPH07268951A (en) | 1995-10-17 |
Family
ID=13855452
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8532494A Pending JPH07268951A (en) | 1994-04-01 | 1994-04-01 | Assembling type outer corridor and its execution method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07268951A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113802688A (en) * | 2021-08-23 | 2021-12-17 | 三能集成房屋股份有限公司 | Fully-assembled corridor and installation method thereof |
CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6138033A (en) * | 1984-07-30 | 1986-02-24 | ナショナル住宅産業株式会社 | Support structure of passage |
JPS61117360A (en) * | 1984-11-14 | 1986-06-04 | ナショナル住宅産業株式会社 | Mount structure of floor panel |
-
1994
- 1994-04-01 JP JP8532494A patent/JPH07268951A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6138033A (en) * | 1984-07-30 | 1986-02-24 | ナショナル住宅産業株式会社 | Support structure of passage |
JPS61117360A (en) * | 1984-11-14 | 1986-06-04 | ナショナル住宅産業株式会社 | Mount structure of floor panel |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113802688A (en) * | 2021-08-23 | 2021-12-17 | 三能集成房屋股份有限公司 | Fully-assembled corridor and installation method thereof |
CN113802688B (en) * | 2021-08-23 | 2024-01-16 | 三能集成房屋股份有限公司 | Full-assembled corridor and installation method thereof |
CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
CN113914453B (en) * | 2021-09-24 | 2022-11-01 | 昌达建筑科技有限公司 | Modular corridor structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9115504B2 (en) | System for modular building construction | |
EP0736124B1 (en) | Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom | |
CA1226412A (en) | Modular building system and building modules therefor | |
US20160160515A1 (en) | System for modular building construction | |
US20090025311A1 (en) | Seismic support and reinforcement systems | |
US4335558A (en) | Prefabricated polygonal building | |
US20110173907A1 (en) | Unitised Building System | |
US8959849B1 (en) | Light steel frame structure for deck | |
US4545169A (en) | Prefabricated transportable concrete floor system and method for producing same | |
US20230383518A1 (en) | Method and arrangement for constructing and interconnecting prefabricated building modules | |
US4596100A (en) | Building construction | |
JPH07268951A (en) | Assembling type outer corridor and its execution method | |
AU2017268495A1 (en) | Scaffolding System | |
JP2593408B2 (en) | Floorboards for exterior corridors | |
WO1983001800A1 (en) | Building construction method and device | |
JP3876507B2 (en) | Hut structure and its construction method | |
JP3053732B2 (en) | Unit building | |
WO1998012396A1 (en) | Construction assembly and method | |
JPH028025Y2 (en) | ||
JPH07109772A (en) | Ridge-connectible moving building | |
JPH08302888A (en) | Ceiling panel and method for constructing house using the same | |
JPH0313634A (en) | Construction method for land beam | |
AU8941298A (en) | Horizontal panels for building structure | |
JPH0326261B2 (en) | ||
GB2325477A (en) | Roof structure |