JPS5854163A - Apparatus for conveying unit floor - Google Patents

Apparatus for conveying unit floor

Info

Publication number
JPS5854163A
JPS5854163A JP15053881A JP15053881A JPS5854163A JP S5854163 A JPS5854163 A JP S5854163A JP 15053881 A JP15053881 A JP 15053881A JP 15053881 A JP15053881 A JP 15053881A JP S5854163 A JPS5854163 A JP S5854163A
Authority
JP
Japan
Prior art keywords
unit floor
floor
unit
conveying unit
rail
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.)
Granted
Application number
JP15053881A
Other languages
Japanese (ja)
Other versions
JPS6114311B2 (en
Inventor
強 橋本
昌子 信雄
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP15053881A priority Critical patent/JPS5854163A/en
Publication of JPS5854163A publication Critical patent/JPS5854163A/en
Publication of JPS6114311B2 publication Critical patent/JPS6114311B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、例えば高層建物の鉄骨工事の建方時に用いる
ユニットフロア−の運搬装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a unit floor transportation device used, for example, in the erection of steel frame work for high-rise buildings.

従来、高層建物の建方スピードを上げ、安全性を高める
ために、第1図に示すように床板デツキプレートPと小
梁にとを一体化したユニットフロア−Fを地組し、これ
を揚重して1ピースとして建方する工法がある。この工
法において、組み立てたユニットフロア−は地組現場周
辺゛゛に適当に一時的に積層した状態で仮置きしておく
ので、ユニットフロア−の仮置場所を広く必要とし、敷
地が狭い場合にはスペースの確保が容易でなかった。
Conventionally, in order to speed up the erection of high-rise buildings and improve safety, a unit floor-F was constructed by integrating the floor deck plate P and the small beams, as shown in Figure 1, and this was lifted up. There is a construction method that involves stacking them together and building them as one piece. In this construction method, the assembled unit floors are temporarily stored in a layered state around the ground assembly site, so a large temporary storage area is required for the unit floors, and if the site is narrow, It was not easy to secure space.

またユニットフロア−の珍重は、クレーン車ヲ用いて行
っているが、その際組み立てたユニットフロア−を地組
現場から所定位置まで揚重しつつ移動するので、敷地が
狭く、また建物が密集している市街地の場合などにあっ
ては、ユニットフロア−の揚重、移動が制限され、時に
はそれが困難なことがあり、またクレーン車の移動が容
易でない場合があった。
In addition, the construction of unit floors is carried out using crane trucks, but the assembled unit floors are lifted and moved from the ground assembly site to a predetermined location, so the site is narrow and the buildings are densely packed. In some cases, such as in urban areas, lifting and moving the unit floor is restricted and sometimes difficult, and it is sometimes difficult to move the crane truck.

本発明は上記の欠点を除去するもので、以下本発明の一
実施例を図面に基づいて説明する。
The present invention eliminates the above-mentioned drawbacks, and one embodiment of the present invention will be described below with reference to the drawings.

第2〜4図において、地上の床1上にC形チャンネル材
で構成した複数のレール支持部材2.・・・が、一定間
隔を置いてアンカーポルト3・・・により固定しである
。各レール支持部材2・・・上には走行レール4が架設
してあり、この走行レールは図示の例ではH形鋼を用い
て、両フランジの下部をレール支持部材2・・・に溶接
により固着しである。そ1て第5図に示すように、走行
レール4に沿って、このレールと同一構成の他の走行レ
ール5が平行して布設してあり、両レールの間隔はユニ
ットフロア−Fの幅より狭−6走行レール4および5の
一端部はユニットフロア−地組工場Tまで延びている。
2 to 4, there are a plurality of rail support members 2. made of C-shaped channel material on the ground floor 1. . . . are fixed by anchor ports 3 . . . at regular intervals. A running rail 4 is constructed above each rail support member 2, and in the illustrated example, this running rail is made of H-beam steel, and the lower portions of both flanges are welded to the rail support member 2. It is fixed. First, as shown in Fig. 5, another traveling rail 5 having the same configuration as this rail is laid parallel to the traveling rail 4, and the distance between both rails is larger than the width of the unit floor -F. One end of the narrow-6 running rails 4 and 5 extends to the unit floor assembly shop T.

なお、このレールの他端部側にはポータプルウィンチW
が設置しである。そして各走行レール4,5上を、ユニ
ットフロア−Fを運ぶだめの台部6が移動自在である。
In addition, there is a porta-pull winch W on the other end side of this rail.
is installed. A platform 6 for carrying the unit floor-F is movable on each of the running rails 4 and 5.

ここで台部6の具体的構成を第2〜4図に基づいて説明
する。
Here, the specific structure of the platform 6 will be explained based on FIGS. 2 to 4.

この台部において、側板7は、この例では上下2つのC
形チャンネルをボルト8で連結することにより構成し、
側板間を両端部に配設した連結部材9,9により保持し
ている。側板7,7間下部には複数のローラ10・・・
が、この側板にローラ軸重I、1iを介して回転自在に
軸支しである。ローラ10・・・は走行レール4,5の
ウェブ(ウェブ4aのみ図示)の上面を転勤自在である
。そして台部6の上面には、ユニットフロア−Fの位置
保持手段である位置保持部材12および13が台部の幅
方向に取り付けである。位置保持部材12゜13はいず
れもC形チャンネル材を用い、リブプレート14.14
・・・によって補強しである。位置保持部材12.13
は、その間にセットされるユニットフロア−Fの小梁に
の位置決めを行う。なお、位置保持部材は必ずしもC形
チャンネル材で構成することを要しない。
In this base, the side plate 7 has two upper and lower C
It is constructed by connecting shaped channels with bolts 8,
The side plates are held together by connecting members 9, 9 disposed at both ends. A plurality of rollers 10 are provided at the bottom between the side plates 7, 7.
is rotatably supported on this side plate via roller shaft loads I and 1i. The rollers 10 are movable over the upper surfaces of the webs of the running rails 4 and 5 (only the web 4a is shown). Position holding members 12 and 13, which are position holding means for the unit floor-F, are attached to the upper surface of the stand 6 in the width direction of the stand. Both position holding members 12 and 13 are made of C-shaped channel material, and rib plates 14 and 14 are used.
It is reinforced by... Position holding member 12.13
In the meantime, the unit floor-F to be set is positioned on the small beam. Note that the position holding member does not necessarily need to be made of C-shaped channel material.

次に本装置の作用について説明する。Next, the operation of this device will be explained.

まず、第6図に示すように走行レール4,5上に各2台
の台部6・・・を設置し、ついで、地組工場にて組み立
てたユニットフロア−Fを各台部6・・・上に載置する
。このとき、ユニットフロア−Fの両側の小梁K a 
、 K aを、第2図に示すように位置保持部材12.
13の間にセットしておく。その後、このユニットフロ
ア−FのデツキプレートP土に、組み立てた別のユニッ
トフロア−を+に次槓層して行く。一定数のユニットフ
ロア−Fを積層したところで、ポータプルウィンチWに
巻かれるワイヤW a (第5図)を最下段のユニット
フロア−に台付けし、その後ウィンチを作動して、建方
の手順を考慮して、台部6・・・を介してユニットフロ
ア−を所定位置まで移動する。そしてこのユニットフロ
ア−を順次クレーンで揚重し、建方を行う。
First, as shown in Fig. 6, two platforms 6 each are installed on the running rails 4 and 5, and then each platform 6...・Place it on top. At this time, the small beams K a on both sides of the unit floor -F
, Ka, as shown in FIG.
Set it between 13 and 13. Thereafter, another assembled unit floor is layered on the deck plate P of this unit floor F. After a certain number of unit floors F have been stacked, the wire W a (Fig. 5) wound around the porta-pull winch W is attached to the lowest unit floor, and the winch is then activated to complete the erection procedure. Taking this into consideration, the unit floor is moved to a predetermined position via the platform 6. The unit floors will then be lifted and erected one by one using a crane.

なおウィンチに代えて、人手でユニットフロア−Fを引
いてもよく、このフロア−を引く手段は上側に限定され
ない。
Note that instead of using a winch, the unit floor F may be pulled manually, and the means for pulling this floor is not limited to the upper side.

以上説明したように本発明によれば、地組工場テ組ミ立
てたユニットフロア−をそのま\台部に積層して、所定
位置まで移動できるので、従来のようなユニットフロア
−の広い仮置場所を必ずしも設けることを要しないので
、敷地のスペース効率を尚めること、ができる。また地
組工場からユニットフロア−をクレーンで揚重しつつ所
定位置まで移動する必要がないので、敷地が狭くても、
また建物が密集している場合等であっても、ユニットフ
ロア−の移動及び揚重が円滑にでき、またクレーンも固
定のものでよく、必ずしもクレーン車を必要としない6
As explained above, according to the present invention, unit floors assembled at a sub-assembly factory can be directly stacked on the pedestal and moved to a predetermined position. Since it is not necessary to provide a storage location, it is possible to improve the space efficiency of the site. In addition, there is no need to lift the unit floor from the assembly factory using a crane and move it to the specified location, so even if the site is small,
In addition, even in densely packed buildings, the unit floor can be moved and lifted smoothly, and the crane can be fixed, so a crane truck is not necessarily required.

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

第1図はユニットフロア−の斜視図、 第2図は本装置の使用状態を示す側面図、第3図は第2
図1−1線拡大断面図、 第4図は平面図、 第5図は走行レールの布設状態を示す平面図、第6図は
ユニットフロア−と台部との位置関係を示す説明図であ
る。 1・・・床、2・・・レール支持部材、4,5・・・走
行レール、6・・・台部、10・・・ローラ、12.1
3・・・位置保持部材、P・・・ユニットフロア−1K
・・・小梁。 以上
Figure 1 is a perspective view of the unit floor, Figure 2 is a side view showing how this device is used, and Figure 3 is a perspective view of the unit floor.
Figure 1-1 is an enlarged sectional view taken along line 1-1. Figure 4 is a plan view. Figure 5 is a plan view showing the running rail installation state. Figure 6 is an explanatory diagram showing the positional relationship between the unit floor and the platform. . DESCRIPTION OF SYMBOLS 1... Floor, 2... Rail support member, 4, 5... Running rail, 6... Base part, 10... Roller, 12.1
3...Position holding member, P...Unit floor-1K
...Small beam. that's all

Claims (1)

【特許請求の範囲】 床面上などに一定間隔を置いて平行に布設しである走行
レールと、 この走行レールを移動自在である台部と、この台部に設
けたユニットフロア−を位置保持するための手段と を具備するユニットフロア−の運搬装置。
[Claims] A traveling rail laid parallel to a floor surface at regular intervals, a platform on which the traveling rail is movable, and a unit floor provided on the platform that maintains its position. 1. A unit floor conveying device comprising means for
JP15053881A 1981-09-25 1981-09-25 Apparatus for conveying unit floor Granted JPS5854163A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15053881A JPS5854163A (en) 1981-09-25 1981-09-25 Apparatus for conveying unit floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15053881A JPS5854163A (en) 1981-09-25 1981-09-25 Apparatus for conveying unit floor

Publications (2)

Publication Number Publication Date
JPS5854163A true JPS5854163A (en) 1983-03-31
JPS6114311B2 JPS6114311B2 (en) 1986-04-18

Family

ID=15499054

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15053881A Granted JPS5854163A (en) 1981-09-25 1981-09-25 Apparatus for conveying unit floor

Country Status (1)

Country Link
JP (1) JPS5854163A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63181860A (en) * 1987-01-21 1988-07-27 鹿島建設株式会社 Floor panel building construction method and floor panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63181860A (en) * 1987-01-21 1988-07-27 鹿島建設株式会社 Floor panel building construction method and floor panel

Also Published As

Publication number Publication date
JPS6114311B2 (en) 1986-04-18

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