JPH0518117A - Structure construction method for building installation factory - Google Patents
Structure construction method for building installation factoryInfo
- Publication number
- JPH0518117A JPH0518117A JP16819391A JP16819391A JPH0518117A JP H0518117 A JPH0518117 A JP H0518117A JP 16819391 A JP16819391 A JP 16819391A JP 16819391 A JP16819391 A JP 16819391A JP H0518117 A JPH0518117 A JP H0518117A
- Authority
- JP
- Japan
- Prior art keywords
- building
- jib
- main boom
- frame
- erected
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は工場建築物の如き低層建
築物の構築に適用される建築物架設用工場の建屋施工法
に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction method for a building erection factory which is applied to the construction of low-rise buildings such as factory buildings.
【0002】[0002]
【従来の技術】従来、この種の建築物の施工に際して
は、建築資材を現場に搬入して組立て、架設していた。2. Description of the Related Art Conventionally, in constructing a building of this type, building materials have been brought to the site, assembled, and installed.
【0003】[0003]
【発明が解決しようとする課題】従って前記従来工法に
よれば、長大な作業面積において同時に工事が行われる
ため、建設作業用ロボット等を使用した集中制御による
自動化、無人化作業が困難となる。このため施工に多大
の人手と時間を要し、技能工の高令化、若年労働者の不
足等が深刻な現状において、前記従来工法は生産性、経
済性、品質面において問題があった。Therefore, according to the above-mentioned conventional method, since the construction work is carried out simultaneously in a large work area, it is difficult to carry out automation and unmanned work by centralized control using a construction work robot or the like. Therefore, in the current situation where construction requires a great deal of manpower and time, and there is a serious demand for skilled workers and a shortage of young workers, the above-mentioned conventional methods have problems in terms of productivity, economy and quality.
【0004】このため本発明者等は、極度に省略化さ
れ、生産性及び品質の向上が図られる建築物の架設用工
場設備を、同日付特許出願(整理番号P03−109−
A)において提案した。本発明は前記建築物架設用工場
の建屋を合理的に架設する施工法を提供することを目的
として提案されたものである。Therefore, the inventors of the present invention filed a patent application of the same date (reference number P03-109-) for a plant facility for constructing a building which is extremely omitted and whose productivity and quality are improved.
Proposed in A). The present invention has been proposed for the purpose of providing a construction method for rationally constructing a building of the building erection factory.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る建築物架設用工場の建屋施工法によれ
ば、建屋架構の柱となるメインブームを起伏自在に装架
するとともに、同メインブームの先端に前記建屋架構の
梁となる伸縮ジブトラスを起伏自在に装架してなる4台
の前記走行重機を所定位置にセツトし、相対する各走行
重機のメインブームを起立し、次いで相対する同メイン
ブームの先端に前記ジブトラスをほぼ水平に回動すると
ともに同各ジブトラスを伸長して対向端部を結合したの
ち、同ジブトラス及び前記メインブームによって構成さ
れた架構にクレーンガーダ及びホイストクレーンを装架
するものである。In order to achieve the above-mentioned object, according to the building construction method of a building erection factory according to the present invention, the main boom, which is a pillar of the building frame, is erected up and down. , The four main traveling heavy machines, which are mounted on the tip of the main boom with an expandable jib truss, which is a beam of the building frame, so that they can be lifted up and down, are set up at predetermined positions, and the main boom of each traveling heavy equipment is erected. Next, the jib truss is rotated substantially horizontally at the tip of the opposing main boom and the respective jib trusses are extended to join the opposite ends, and then the crane girder and hoist are attached to the frame constituted by the jib truss and the main boom. It is used to mount a crane.
【0006】[0006]
【作用】本発明によれば前記したように、建屋の架構の
柱及び梁となるメインブーム及び伸縮ジブトラスを装架
した4台の走行重機を走行せしめ、方形の頂点位置にお
いて定置せしめる。次いで相対する前記各走行重機に起
伏自在に装架された前記メインブームを垂直に起立し
て、架構の柱を構成し、しかるのち相対する走行重機上
のメインブーム先端に起伏自在に装架された伸縮ジブト
ラスをほぼ水平状態になるように起立したのち、相対す
る同伸縮ジブを伸長して対向端部を結合することによっ
て、同伸縮ジブによって相対するメインブームを連結す
る梁を構成し、かくして前記メインブーム及び伸縮ジブ
によって建築物架設用工場の建屋の架構を組立てるもの
である。According to the present invention, as described above, the four traveling heavy machines mounted with the main boom and the expansion jib truss, which serve as the columns and beams of the frame of the building, are made to travel, and are fixed at the apex position of the square. Next, the main boom, which is erected up and down on each of the traveling heavy equipments facing each other, is vertically erected to form a pillar of the frame, and then is erected freely on the tip of the main boom on the traveling heavy equipments that face each other. After erecting the telescopic jib truss so that it is almost horizontal, extend the opposing telescopic jib and connect the opposite ends to form a beam connecting the main booms facing each other. The main boom and the telescopic jib are used to assemble a frame structure of a building erection factory.
【0007】次いで同架構にクレーンガーダ及びホイス
トクレーンを装架し、同ホイストクレーンに装架した建
設用ロボツトによって建築物を組立てるものである。Next, a crane girder and a hoist crane are mounted on the same frame, and a building is assembled by a construction robot mounted on the hoist crane.
【0008】[0008]
【実施例】以下本発明を図示の実施例について説明す
る。1は走行重機で、図8及び図9に示すように架構の
柱となるメインブーム2が起伏自在に装架されている。
同メインブーム2は伸縮自在に構成された内外筒より構
成され、その内筒部2a先端に架構の梁となる梁間方向
の伸縮ジブトラス3が起伏自在に枢支され、同ジブトラ
ス3と内筒部2aとの間に起伏用油圧装置4が介装され
ている。なお前記メインブーム2の柱脚部には柱の鉛直
精度を保持する微調整機構と、悪路の走行、小回りを有
効とする金輪駆動、金輪操舵機構が設けられている。図
中3´は桁方向ジブトラスである。The present invention will be described below with reference to the illustrated embodiments. Reference numeral 1 denotes a traveling heavy machine, as shown in FIGS. 8 and 9, in which a main boom 2 serving as a pillar of the frame is mounted so as to be capable of erection.
The main boom 2 is composed of expandable and contractible inner and outer cylinders, and an expandable jib truss 3 in the inter-beam direction that serves as a frame beam is rotatably supported at the tip of the inner cylindrical portion 2a. An undulating hydraulic device 4 is interposed between the undulating hydraulic device 4a and 2a. The main leg of the main boom 2 is provided with a fine adjustment mechanism for maintaining the vertical accuracy of the column, and a gold-wheel drive and gold-wheel steering mechanism that makes traveling on rough roads and small turns effective. 3'in the figure is a girder-direction jib truss.
【0009】図中5はオーガー付きアウトリガー、6は
運転席である。而して4台の前記走行重機1を夫々方形
の頂点に位置するように走行、停止せしめ、(図1参
照)オーガー付きアウトリガー5をセツトし、メインブ
ーム2を起立する。(図2参照)次いで相対するジブト
ラス3を起伏用油圧装置4を介してほぼ水平に起立し、
(図3参照)同各ジブトラス3を所要長さ伸長して対向
端部を接続して建屋の架構を組立て、(図4参照)クレ
ーンガーダ6及びホイストクレーン7を取り付ける。
(図5参照)次いで屋根、壁となる弗素樹脂シート8を
前記架構に被覆するように取付け、(図6参照)付属設
備を取付け、メインブーム2を伸長して残りの弗素樹脂
シート8を被覆し、同シート8に設けた二重構造部分に
空気を圧入して屋根の勾配を形成する。(図7参照)な
お前記ホイストクレーン6は架構の天井面に配設された
コンピユータ制御によって3次元の動きをするように構
成され、同ホイストクレーン6には柱建方ロボツト、梁
セツトロボツト、ジヨイントロボツト、スタツド打ロボ
ツト、鉄骨塗装ロボツト、床板セツトロボツト、鉄筋セ
ツトロボツト、外壁材供給ロボツト、折版葺ロボツト、
外壁吹付ロボツト、サツシ供給ロボツト、シール施工ロ
ボツト等が装架される。In the figure, 5 is an outrigger with an auger, and 6 is a driver's seat. Then, the four traveling heavy machines 1 are run and stopped so as to be located at the vertices of the rectangle, the outriggers 5 with augers are set (see FIG. 1), and the main boom 2 is erected. (See FIG. 2) Then, the opposing jib truss 3 is erected substantially horizontally via the undulating hydraulic device 4,
(See FIG. 3) The respective jib trusses 3 are extended to a required length and the opposite ends are connected to assemble the frame of the building (see FIG. 4), and the crane girder 6 and the hoist crane 7 are attached.
(See FIG. 5) Next, the roof and walls are attached so as to cover the frame with the fluororesin sheet 8 (see FIG. 6), attached equipment is attached, and the main boom 2 is extended to cover the remaining fluororesin sheet 8. Then, air is press-fitted into the double structure portion provided on the sheet 8 to form the slope of the roof. (Refer to FIG. 7) The hoist crane 6 is configured to move three-dimensionally under the control of a computer disposed on the ceiling surface of the frame. Robots, stud robots, steel-framed robots, floor board set robots, rebar set robots, outer wall material supply robots, origami robots,
Robots for spraying outer walls, robots for supplying sashes, robots for sealing, etc. are mounted.
【0010】図10は前記のようにして架設された建築
物架構用工場の建屋Aによる多スパン低層建造物の架設
状況を示し、前記建屋Aの前面には資材ストツクヤード
Bが設置され、同ストツクヤードBと前記建屋Aとの間
を移動する資材の無人搬送機Cが配置されている。前記
無人搬送機Cによって資材ストツクヤードBの建築資材
Dを前記建屋A内に搬送し、ホイストクレーン3及び同
クレーン3に装架された建設作業用ロボツトによって、
前記建屋A内において、工場の如き低層建築物Eの多ス
パン方向の1乃至数スパンを構築しては牽引ジヤツキF
及び牽引部材Gを介して水平移動させ、最終スパンの建
築物の水平移動が終ったのち、基礎上に載置して多スパ
ン低層建築物を施工するものである。FIG. 10 shows the construction of a multi-span low-rise building by the building A of the building frame construction factory constructed as described above. A material stockyard B is installed in front of the building A and the stockyard B is installed. An unmanned carrier C for materials that moves between B and the building A is arranged. The unmanned carrier C conveys the building material D in the material stockyard B into the building A, and the hoist crane 3 and the construction robot mounted on the crane 3 convey the material.
In the building A, one to several spans in the multi-span direction of the low-rise building E such as a factory are constructed and then the towing jack F
After the horizontal movement of the building of the final span is completed by horizontally moving it through the traction member G, the multi-span low-rise building is installed on the foundation.
【0011】図中11はメインブーム起伏装置を示し、
走行重機1の車体とメインブーム2との間に油圧シリン
ダa,b及びクロス架台cが介装され、図12に示す如
くクロス架台cを矢印方向に回転して回転軸dをメイン
ブーム2に固定し、図13に示す如くクロス架台cを矢
印方向に回転するとともに油圧シリンダaを伸縮し、且
つ油圧シリンダbを短縮してメインブーム2を起立す
る。Reference numeral 11 in the drawing denotes a main boom hoisting device,
Hydraulic cylinders a and b and a cross mount c are provided between the vehicle body of the traveling heavy machine 1 and the main boom 2, and the cross mount c is rotated in the direction of the arrow as shown in FIG. After fixing, the cross base c is rotated in the direction of the arrow as shown in FIG. 13, the hydraulic cylinder a is expanded and contracted, and the hydraulic cylinder b is shortened to erect the main boom 2.
【0012】[0012]
【発明の効果】本発明によれば前記したように建屋架構
の柱及び梁となるメインブーム及び伸縮ジブトラスを搭
載した走行重機によって、建築物架設用工場を簡単に短
期間で建設することができ、また前記走行重機は一般道
路の走行が可能なため、運搬が容易に行なわれる。As described above, according to the present invention, a construction erection factory can be easily constructed in a short period of time by using a traveling heavy machine equipped with a main boom and a telescopic jib truss, which are columns and beams of a building frame. Moreover, since the traveling heavy equipment can travel on general roads, it can be easily transported.
【0013】更に前記走行重機による建築物架設用工場
の建屋は汎用性と転用性を有し、固定式の建屋に比して
架設費用及び労務費用が低減できる。更にまた前記走行
重機により組立てられた建築物架設用工場の建屋にクレ
ーンガーダ及びホイストクレーンを装架し、同ホイスト
クレーンに各種建設用ロボツトを装着することにより、
全天候作業の下で自動化、無人化施工が可能となる。Further, the building of the building erection factory using the traveling heavy equipment has versatility and diversion, and the erection cost and labor cost can be reduced as compared with the fixed type building. Furthermore, by mounting a crane girder and a hoist crane in the building of a building erection factory assembled by the traveling heavy equipment, and mounting various construction robots on the hoist crane,
It enables automated and unmanned construction under all-weather work.
【図1】本発明に係る建築物架設用工場の建屋施工法の
一実施例における走行重機を所定位置にセツトした状態
を示す立面図である。FIG. 1 is an elevational view showing a state in which a traveling heavy machine is set at a predetermined position in an embodiment of a building construction method for a building erection factory according to the present invention.
【図2】前記走行重機のメインブーム起立工程を示す立
面図である。FIG. 2 is an elevational view showing a main boom raising process of the traveling heavy equipment.
【図3】ジブトラスの起立、伸長工程を示す立面図であ
る。FIG. 3 is an elevational view showing a process of standing up and extending a jib truss.
【図4】ジブトラス接続工程を示す立面図である。FIG. 4 is an elevational view showing a jib truss connection process.
【図5】クレーンガーダ及びホイストクレーンの取付工
程を示す立面図である。FIG. 5 is an elevational view showing a mounting process of the crane girder and the hoist crane.
【図6】屋根架設工程を示す立面図である。FIG. 6 is an elevational view showing a roof erection process.
【図7】メインブーム伸長工程を示す立面図である。FIG. 7 is an elevational view showing a main boom extending process.
【図8】走行重機の側面図である。FIG. 8 is a side view of the traveling heavy equipment.
【図9】走行重機の正面図である。FIG. 9 is a front view of the traveling heavy equipment.
【図10】本発明の方法で架設された建築物架設用工場
の使用状況を示す斜視図である。FIG. 10 is a perspective view showing a use situation of a building erection factory constructed by the method of the present invention.
【図11】メインブーム起伏装置の側面図である。FIG. 11 is a side view of the main boom hoisting device.
【図12】メインブーム起伏装置によるメインブーム起
立過程の状態を示す側面図である。FIG. 12 is a side view showing a state of the main boom raising process by the main boom hoisting device.
【図13】メインブーム起伏装置によるメインブーム起
立状態を示す側面図である。FIG. 13 is a side view showing a main boom standing state by the main boom hoisting device.
1 走行重機 2 メインブーム 3 伸縮ジブトラス 4 ジブトラス起伏用油圧装置 5 アウトリガー 6 クレーンガーダー 7 ホイストクレーン 8 弗素樹脂シート 1 Traveling heavy equipment 2 Main boom 3 Telescopic jib truss 4 Hydraulic device for hoisting jib truss 5 Outrigger 6 Crane girder 7 Hoist crane 8 Fluororesin sheet
───────────────────────────────────────────────────── フロントページの続き (72)発明者 菅原 忠弘 東京都渋谷区千駄ケ谷四丁目6番15号 株 式会社フジタ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tadahiro Sugawara 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.
Claims (1)
自在に装架するとともに、同メインブームの先端に前記
建屋架構の梁となる伸縮ジブトラスを起伏自在に装架し
てなる4台の前記走行重機を所定位置にセツトし、相対
する各走行重機のメインブームを起立し、次いで相対す
る同メインブームの先端に前記ジブトラスをほぼ水平に
回動するとともに同各ジブトラスを伸長して対向端部を
結合したのち、同ジブトラス及び前記メインブームによ
って構成された架構にクレーンガーダ及びホイストクレ
ーンを装架することを特徴とする建築物架設用工場の建
屋施工法。Claims: 1. A main boom, which is a pillar of a building frame, is erected up and down, and an expandable jib truss, which is a beam of the building frame, is erected up and down at the tip of the main boom. The four traveling heavy equipments are set at predetermined positions, the main booms of the traveling heavy equipments facing each other are erected, and then the jib trusses are pivoted substantially horizontally at the tips of the opposing main booms and the jib trusses are moved horizontally. A method for constructing a building for a building erection plant, which comprises extending and connecting opposite ends, and then mounting a crane girder and a hoist crane on a frame constituted by the jib truss and the main boom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16819391A JP2622320B2 (en) | 1991-07-09 | 1991-07-09 | Building construction method for building erection factory |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16819391A JP2622320B2 (en) | 1991-07-09 | 1991-07-09 | Building construction method for building erection factory |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0518117A true JPH0518117A (en) | 1993-01-26 |
JP2622320B2 JP2622320B2 (en) | 1997-06-18 |
Family
ID=15863515
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16819391A Expired - Lifetime JP2622320B2 (en) | 1991-07-09 | 1991-07-09 | Building construction method for building erection factory |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2622320B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114734A (en) * | 2013-03-08 | 2013-05-22 | 北京工业大学 | Rapid construction method for truss with pneumatic membrane compression bar |
CN103669887A (en) * | 2013-12-20 | 2014-03-26 | 上海市机械施工集团有限公司 | Temporary supporting frame for annular steel structure installation |
-
1991
- 1991-07-09 JP JP16819391A patent/JP2622320B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103114734A (en) * | 2013-03-08 | 2013-05-22 | 北京工业大学 | Rapid construction method for truss with pneumatic membrane compression bar |
CN103114734B (en) * | 2013-03-08 | 2015-10-28 | 北京工业大学 | A kind ofly be applicable to the rapid constructing method with aerated film depression bar truss |
CN103669887A (en) * | 2013-12-20 | 2014-03-26 | 上海市机械施工集团有限公司 | Temporary supporting frame for annular steel structure installation |
Also Published As
Publication number | Publication date |
---|---|
JP2622320B2 (en) | 1997-06-18 |
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