JPH04166562A - Construction of pc building by portal crane - Google Patents

Construction of pc building by portal crane

Info

Publication number
JPH04166562A
JPH04166562A JP28846590A JP28846590A JPH04166562A JP H04166562 A JPH04166562 A JP H04166562A JP 28846590 A JP28846590 A JP 28846590A JP 28846590 A JP28846590 A JP 28846590A JP H04166562 A JPH04166562 A JP H04166562A
Authority
JP
Japan
Prior art keywords
crane
works
work
building
carried out
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
JP28846590A
Other languages
Japanese (ja)
Inventor
Tomoaki Furuhata
古畑 智朗
Mitsuhiko Kikuchi
光彦 菊池
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.)
Dia Kikai Kk
TOKYU KOKEN KK
Original Assignee
Dia Kikai Kk
TOKYU KOKEN KK
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 Dia Kikai Kk, TOKYU KOKEN KK filed Critical Dia Kikai Kk
Priority to JP28846590A priority Critical patent/JPH04166562A/en
Publication of JPH04166562A publication Critical patent/JPH04166562A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To efficiently carry out construction works even in a narrow site and reduce costs, by using a transferable portal crane on rails laid along the building site at both limit sides of the building to carry out the construction works from the foundation work to the removal of the rails. CONSTITUTION:A portal crane composed of four posts 1, saddles 2, main girders 3, traveling wheels 4, a driving mortor 6, connection beams 10, hoist rails 11, a hoist 12, and a working base 14 is transferably installed on the rails 5 laid along the building limit A. And the foundation, erection work of PC floor slab on the first floor, erection work of PC wall plates on the first floor, erection works of PC floor slabs and wall plates of the upper floors, waterproof works, equipment installation works, and finishing works of the interial and exterial works are carried out in this order by use of this crane. And fitting works of PC auxiliary plates such as handrails on the working base 14 and the exterial works are carried out to erect the PC building. And after scaffolds members or the like are taken out, the crane and rails 5 are removed at last.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、円型クレーンを使用してPC(プレキャスト
コンクリート)建物を構築する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method of constructing a PC (precast concrete) building using a circular crane.

[従来の技術1 一般に、建物の構築作業は建築資材を垂直および水平に
移動させる運搬作業が大半を占めている。
[Prior Art 1] In general, construction work for buildings consists mostly of transportation work in which building materials are moved vertically and horizontally.

特に、PC建物では、PC板の運搬および建方の作業を
いかに能率よ(行うかによって、工期の短縮化と工冑の
低減化が左右される。
In particular, for PC buildings, how efficiently the PC board transportation and erection work is carried out will determine how quickly the construction period and the amount of equipment required will be reduced.

ところで従来のPCQ物の建方工事には、クローラクレ
ーンやトラッククレーン等の移動式クレーンを使用して
いた。
By the way, mobile cranes such as crawler cranes and truck cranes have been used in conventional construction work for PCQ structures.

しかしながら、この種の移動式クレーンは、建物の横に
クレーン走行用の用地を確保しなければならず、敷地条
件に制限があった。
However, with this type of mobile crane, a site must be secured next to the building for the crane to run, and there are restrictions on site conditions.

クレーンの走行路を確保できない場合には、建物を短辺
方向に分割して、これらの分割スパン毎に順次工事を行
なうか、または、タワークレーンやジブクレーン等の定
置式クレーンを使用していた。
When it was not possible to secure a running path for the crane, the building was divided into shorter spans and construction work was carried out sequentially for each of these divided spans, or a stationary crane such as a tower crane or jib crane was used.

[発明が解決しようとする課M] しかしながら、上記従来の定置式クレーンによるPC建
物の構築作業は、クレーンの組立て及び解体が大変でコ
ストアップとなるばかりでなく、長い建物ではクレーン
が届かず作業ができないという問題点があった。
[Problem M that the invention seeks to solve] However, when constructing a PC building using the conventional stationary crane described above, not only is it difficult to assemble and dismantle the crane, increasing costs, but also the crane cannot reach the long building, making the work difficult. The problem was that it was not possible.

また、移動式クレーンによる分割式の構築作業では、工
期が長くなるばかりでなく、PC板の特に71421部
を特殊な構造にする必要があったり、基礎に余計な負担
がかかる等の問題点があった。
In addition, split construction work using a mobile crane not only lengthens the construction period, but also requires a special structure for the PC board, especially the 71421 part, and poses problems such as placing an extra burden on the foundation. there were.

本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところは、工期を大幅に短縮す
ることができ、狭い敷地でも能率よく建方工事等を行う
ことのできる門型クレーンによるPC!物の構築方法を
提供するものである。
The present invention was made in order to solve the above-mentioned conventional problems, and its purpose is to be able to significantly shorten the construction period and to be able to perform construction work efficiently even on a narrow site. PC using gate type crane! It provides a way to build things.

[!I履を解決するための手段1 本発明の門型クレーンによるpct物の構築方法は、建
物の構築用地の両側にレールを敷設して門型クレーンを
移動自在に設置し、まず該門型クレーンにより鉄筋コン
クリート基礎用の型枠および鉄筋を所定位置まで運搬し
て基礎工事を行い、次に該クレーンにより1階のPC床
板を所定位置まで運搬して建方工事を行ない、続いて該
クレーンにより1階のPC!!!板を所定位置まで運搬
して建方工事を行い、必要に応じて上記クレーンにより
上階のPC床板およびPC壁板の運搬ならびに建方工事
を順次繰り返して行ない、上記各工事中にシタインドコ
ンクリート、内外装材、各種設備の運搬を行うと共に、
上記門型クレーンの脚柱に設けた作業台を利用して手摺
り等の付属PC板の建方工事および建物の外装作業を行
い、更に該クレーンにより解体した足場部材や余剰資材
を搬出し、最後にクレーンとレールを撤去することを特
徴とする。
[! Means for solving problems 1 The method for constructing PCT objects using a gantry crane according to the present invention involves laying rails on both sides of the construction site of a building and installing the gantry crane in a movable manner. The formwork and reinforcing bars for the reinforced concrete foundation were transported to a predetermined position and foundation work was carried out. Next, the first floor PC floorboards were transported to a predetermined position by the crane and erection work was carried out. PC on the floor! ! ! The boards are transported to a predetermined position and erection work is carried out, and if necessary, the above-mentioned crane is used to transport the PC floorboards and PC wall boards on the upper floor and the erection work is carried out repeatedly, and during each of the above works, the tilted concrete is removed. In addition to transporting interior and exterior materials and various equipment,
Using the workbench installed on the pillar of the above-mentioned portal crane, we erected attached PC boards such as handrails and worked on the exterior of the building, and also carried out dismantled scaffolding members and surplus materials using the crane. Finally, the crane and rails are removed.

[実施例1 以下、本発明の一実施例について図面を参照しながら説
明する。
[Embodiment 1] Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第1図および第2図は建築現場に設置した門型クレーン
の正面および側面を示すもので、1は脚柱であって、本
実施例では左右に2本ずつ各々所定間隔をあけて平行に
立設されでおり、それらの下#1部はサドル2により一
体的に組み付は構成されている。
Figures 1 and 2 show the front and side views of a gate-type crane installed at a construction site. In this example, there are two pillars, two on the left and right, arranged in parallel at a predetermined distance. They are erected, and their lower #1 portion is integrally assembled with a saddle 2.

左右の2本の脚柱1の上jlI部は、各々主桁3゜3に
より一体的に連結されている。
The upper jlI portions of the two left and right pillars 1 are integrally connected by a main girder 3°3.

上記サドル2の両端部下側には走行車輪4,4が回転自
在に配置されていて、走行レール5上を駆動しながらク
レーンを移動させるようになっている。
Traveling wheels 4, 4 are rotatably arranged under both ends of the saddle 2, and the crane is moved while being driven on a traveling rail 5.

該走行レール5は、建物の建築限界Aの両側の構築用地
に沿って敷設されている。尚、建物が長い場合には、走
行レール5は長手方向に敷設するのがよい、また、公道
側から奥の方向に、走行レール5を敷設するのが好まし
いが、これに限定するものではなく、敷地と建物の形状
等に応じて資材の搬入と運搬がし易い方向に走行レール
5を敷設する。
The running rail 5 is laid along the construction site on both sides of the construction limit A of the building. In addition, if the building is long, it is preferable to lay the running rail 5 in the longitudinal direction, and it is also preferable to lay the running rail 5 in the direction from the public road side to the back, but it is not limited to this. The running rails 5 are laid in a direction that makes it easy to carry in and transport materials according to the site and the shape of the building.

6は走行車輪4を回転駆動するための駆動モータであり
、7は、走行レール5に沿って配線した電源ケーブル8
をクレーンの移動に伴って巻取ったり巻戻したりする収
電装置である。9は、クレーンが逸走するのを防止する
ためのクレーンアンカーであって、走行レール5をクラ
ンプしてクレーンを該走行レールに固定する。
6 is a drive motor for rotationally driving the running wheels 4; 7 is a power cable 8 wired along the running rail 5;
This is a power collection device that winds up and unwinds the wind as the crane moves. A crane anchor 9 is used to prevent the crane from escaping, and clamps the traveling rail 5 to fix the crane to the traveling rail.

上記2本の主桁3,3の上側には数本の連結梁10が平
行に取り付けられていて、上記脚柱1より外方に張り出
している。該連結梁10の両端部の下側には上記主桁3
と平行にホイストレール11が取り付けられている。
Several connecting beams 10 are attached in parallel above the two main girders 3, 3, and extend outward from the pedestal 1. The main girder 3 is located below both ends of the connecting beam 10.
A hoist rail 11 is attached in parallel with.

上記ホイストレール11には各々ホイスト12が移動自
在に設けられてる。13は電源ケーブルである。
A hoist 12 is movably provided on each of the hoist rails 11. 13 is a power cable.

上記ホイスト12は無線により操作可能であるが、操作
用コードをホイスト12から降ろして操作してもよい。
The hoist 12 can be operated wirelessly, but it may also be operated by lowering an operating cord from the hoist 12.

上記左右の脚柱1,1の間には作業台14が設けられて
いる、該作業台14の数や^さ位置は、建物の各階に合
わせて配設する。尚、上記脚柱1にはしごや簡易リフト
(図示せず)を設けて、作業員が上下に移動し易いよう
にするとよい。
Workbenches 14 are provided between the left and right pillars 1, 1, and the number and position of the workbenches 14 are arranged according to each floor of the building. Incidentally, it is preferable to provide a ladder or a simple lift (not shown) on the pillar 1 to make it easier for the worker to move up and down.

15は走行レール5の端部に設けられた走行ストッパー
である。
15 is a running stopper provided at the end of the running rail 5.

次に、上記門型クレーンによるPC建物の構築方法につ
いて詳述する。
Next, a method for constructing a PC building using the above-described portal crane will be described in detail.

1)基礎工事 まず、クレーンにより基礎用型枠を搬入して所定のセッ
ト位置まで運搬し、型枠工事を行う、続いて、基礎用鉄
筋を搬入して配筋を行なう、ジヨイント用鉄筋を所定の
位置にセットした後、上記型枠内にコンクリートを打ち
込む。このコンクリート打設は、ホイスト12のフック
にコンクリートパケットを吊設して行なうことも可能で
ある。
1) Foundation work First, the formwork for the foundation is brought in by crane and transported to the designated setting position, and the formwork work is carried out.Then, the reinforcing bars for the foundation are brought in and the reinforcement is arranged, and the reinforcing bars for the joints are placed in the designated position. After setting in the above position, pour concrete into the above formwork. This concrete placement can also be performed by suspending a concrete packet from the hook of the hoist 12.

尚、軟弱地盤においては、基礎工事に先立って、地中に
PCパイル等を打ち込んでからクレーンを設置する。
In addition, in soft ground, PC piles, etc. should be driven into the ground prior to foundation work, and then the crane should be installed.

2)1階のPC床板の建方工事 以上の基礎工事が完了すると、第3図に示すように、ク
レーンによりPC床板16を所定の位置まで搬入して、
上記基礎および相互のPC床板16を組み付ける。この
際、基礎の天端にモルタルを敷き込んでからPC床板1
6をセットする。また、基礎のジ謄インド鉄筋、各PC
床板16の鉄筋を相互にアーク溶接により緊結すると共
に、それらのシタインド部にノ3インドモルタルを充填
して一体化する。
2) When the foundation work beyond the construction of the PC floorboards on the first floor is completed, as shown in Fig. 3, the PC floorboards 16 are carried to a predetermined position by a crane.
Assemble the foundation and mutual PC floorboards 16. At this time, after laying mortar on the top of the foundation,
Set 6. In addition, the Indian reinforcing bars of the foundation, each PC
The reinforcing bars of the floor plate 16 are connected to each other by arc welding, and their tied portions are filled with Indian mortar to integrate them.

3)1階のpc壁板の建方工事 続いて、第4図に示すように、クレーンによりPC壁板
17を搬入して所定位置に組み立てる。
3) Erecting the PC wall boards on the first floor Next, as shown in FIG. 4, the PC wall boards 17 were brought in by a crane and assembled in a predetermined position.

隣接したPC壁板17の鉄筋を相互にアーク溶接により
緊結し、また上下のPC51板17同士はスリーブによ
り緊結すると共に、それらのシタインド部にノライント
モルタルを充填して一体化する64)上階のPC床板お
よびPC壁板の建方工事次に、2階のPC床板の建方を
行ってから2階のPC壁板の建方を行ない、同様にして
、所定階数のPC床板およびPC壁板の建方を順次行な
う。
The reinforcing bars of adjacent PC wall plates 17 are tied together by arc welding, and the upper and lower PC51 plates 17 are tied together with sleeves, and their tied parts are filled with noraint mortar to integrate them. 64) Upper floor Construction of PC floorboards and PC wallboards Next, erect the PC floorboards on the second floor, then erect the PC wallboards on the second floor, and in the same way, install the PC floorboards and PC walls of the specified number of floors. The boards will be erected in sequence.

5)防水・設備・内外装仕上工事 上記躯体の建方中、あるいは建方工事が完了すると、上
記各階の設備資材をクレーンにより搬入して設備工事を
行なう。
5) Waterproofing, equipment, and interior/exterior finishing work During or after the construction of the above-mentioned structure is completed, equipment materials for each floor will be brought in by crane and equipment work will be carried out.

また、#5図に示すように、脚柱1に設けた作業台14
を利用して手摺り18等のPC付属板の取付は作業や、
外装工事ならびに防水工事等を行なう。
In addition, as shown in Figure #5, a workbench 14 provided on the pillar 1
Use this to install PC accessory boards such as handrails 18,
Exterior work and waterproofing work will be carried out.

第6図は本発明工法による建方工事と在米の分割方式に
よる建方工事の工程を比較した3階建のPC建物の工程
表であって、在米方式の工期が40日であるのに対して
、本発明工法の工期は17日と、半分以下の工期で済む
ことが解る。
Figure 6 is a process chart for a three-story PC building comparing the construction process using the method of the present invention and the construction process based on the division method in the United States. In contrast, the construction method of the present invention takes only 17 days, which is less than half the construction time.

[発明の効果] 1)敷地目いっばいの建物でも分割することなく建方が
できる。
[Effects of the invention] 1) Even buildings on the same site can be constructed without dividing them.

2)細長くて奥まった建物の基礎構築時に、鉄筋や型枠
等の資材の搬入が人力に頼らずに行なえる。
2) When constructing the foundation of a long, narrow building, materials such as reinforcing bars and formwork can be carried in without relying on human power.

3) クレーンのホイストの位置をずらすことにより、
長手方向の敷地端部までクレーンによる作業が可能とな
る。
3) By shifting the position of the crane hoist,
It will be possible to use a crane to work up to the edge of the site in the longitudinal direction.

4) クレーンに作業台を設置することにより、外装仕
上げ工事等に足場を組むことなく作業をすることができ
る。
4) By installing a workbench on the crane, it is possible to perform exterior finishing work without building scaffolding.

5) クレーンにビームを取り付けて、ある程度の長さ
に分割したレールを敷地の端部に搬出することができる
5) By attaching a beam to a crane, it is possible to transport rails divided into certain lengths to the edge of the site.

6)門型クレーンは、転倒の心配がなく、長い距離の作
業範囲を確保することができる。
6) Gate type cranes do not have to worry about falling over and can secure a long working range.

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

第1図は本発明工法に使用する門型クレーンの正面図、
第2図はその側面図、第3図は1階PC床板の建方を示
す施工図、第4図は1階PC壁板の建方を示す施工図、
第5図は作業台によるPC外壁板の建方作業図、第6図
は本発明工法と在米工法との作業工程の比較図である。 1・・・脚柱、2・・・サドル、3・・・主桁、4・・
・走行車輪、5・・・走行レール、6・・・駆動モータ
、7・・・収電装置、8・・・電源ケーブル、9・・・
クレーンアンカー、10・・・連結梁、11・・・ホイ
ストレール、12・・・ホイスト台車、13・・・電源
用コード、14・・・作業台、15・・・走行ストッパ
ー、16・・−PC床板、17・・・pct板、18・
・・手摺り。
Figure 1 is a front view of the gantry crane used in the construction method of the present invention.
Figure 2 is a side view, Figure 3 is a construction drawing showing how to erect the PC floorboards on the 1st floor, Figure 4 is a construction diagram showing how to erect the PC wall boards on the 1st floor,
FIG. 5 is a diagram of how to erect PC exterior wall panels using a workbench, and FIG. 6 is a comparison diagram of the work process of the method of the present invention and the American construction method. 1... Pillar, 2... Saddle, 3... Main girder, 4...
- Traveling wheel, 5... Traveling rail, 6... Drive motor, 7... Power collection device, 8... Power cable, 9...
Crane anchor, 10... Connection beam, 11... Hoist rail, 12... Hoist cart, 13... Power cord, 14... Workbench, 15... Travel stopper, 16...- PC floorboard, 17...PCT board, 18.
··handrail.

Claims (1)

【特許請求の範囲】[Claims] 建物の構築用地の両側にレールを敷設して門型クレーン
を移動自在に設置し、まず該門型クレーンにより鉄筋コ
ンクリート基礎用の型枠および鉄筋を所定位置まで運搬
して基礎工事を行い、次に該クレーンにより1階のPC
床板を所定位置まで運搬して建方工事を行ない、続いて
該クレーンにより1階のPC壁板を所定位置まで運搬し
て建方工事を行い、必要に応じて上記クレーンにより上
階のPC床板およびPC壁板の運搬ならびに建方工事を
順次繰り返して行ない、上記各工事中にジョイントコン
クリート、内外装材、各種設備の運搬を行うと共に、上
記門型クレーンの脚柱に設けた作業台を利用して手摺り
等の付属PC板の建方工事および建物の外装作業を行い
、更に該クレーンにより解体した足場部材や余剰資材を
搬出し、最後にクレーンとレールを撤去することを特徴
とする門型クレーンによるPC建物の構築方法。
Rails are laid on both sides of the building construction site and a gate-type crane is installed in a movable manner. First, the formwork and reinforcing bars for the reinforced concrete foundation are transported to the specified position by the gate-type crane, and foundation work is carried out. Next, the foundation work is carried out. The crane removed the PC on the first floor.
The floorboards are transported to a predetermined position and erection work is carried out, then the PC wallboards on the first floor are transported to a predetermined position by the crane and erection work is carried out, and if necessary, the PC floorboards on the upper floor are removed by the crane. The transportation and erection work of PC wall boards and PC wall boards were carried out sequentially, and during each of the above works, joint concrete, interior and exterior materials, and various equipment were transported, and the work platform installed on the pillar of the gate type crane was used. The gate is characterized in that the construction work of attached PC boards such as handrails and the exterior work of the building are carried out, and then the dismantled scaffolding members and surplus materials are carried out using the crane, and finally the crane and the rails are removed. How to build a PC building using a type crane.
JP28846590A 1990-10-29 1990-10-29 Construction of pc building by portal crane Pending JPH04166562A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28846590A JPH04166562A (en) 1990-10-29 1990-10-29 Construction of pc building by portal crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28846590A JPH04166562A (en) 1990-10-29 1990-10-29 Construction of pc building by portal crane

Publications (1)

Publication Number Publication Date
JPH04166562A true JPH04166562A (en) 1992-06-12

Family

ID=17730561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28846590A Pending JPH04166562A (en) 1990-10-29 1990-10-29 Construction of pc building by portal crane

Country Status (1)

Country Link
JP (1) JPH04166562A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2308934A1 (en) * 2007-05-29 2008-12-01 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
JP2009191458A (en) * 2008-02-12 2009-08-27 Jfe Engineering Corp Construction apparatus for bridge, construction method for floor slab, and construction method for bridge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2308934A1 (en) * 2007-05-29 2008-12-01 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
WO2008145790A1 (en) * 2007-05-29 2008-12-04 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
JP2009191458A (en) * 2008-02-12 2009-08-27 Jfe Engineering Corp Construction apparatus for bridge, construction method for floor slab, and construction method for bridge

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