JPH0776932A - Method of attaching wall member - Google Patents
Method of attaching wall memberInfo
- Publication number
- JPH0776932A JPH0776932A JP22168593A JP22168593A JPH0776932A JP H0776932 A JPH0776932 A JP H0776932A JP 22168593 A JP22168593 A JP 22168593A JP 22168593 A JP22168593 A JP 22168593A JP H0776932 A JPH0776932 A JP H0776932A
- Authority
- JP
- Japan
- Prior art keywords
- rail
- building
- hoist
- frame
- wall
- 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
- Load-Bearing And Curtain Walls (AREA)
- 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、建築でカーテンウォー
ル等の壁体の取付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 method for mounting a wall body such as a curtain wall in construction.
【0002】[0002]
【従来の技術】カーテンウォール等の壁体の取付けは、
ほとんどタワークレーン等のクレーンで揚重して取付け
ている。2. Description of the Related Art Installation of wall bodies such as curtain walls
Almost all of them are hoisted and installed by tower cranes.
【0003】[0003]
【発明が解決しようとする課題】しかし、タワークレー
ンの稼働状況を見た場合、カーテンウォール取付けでタ
ワークレーンを専有してしまう率が非常に高く、他の作
業の使用がその分阻害されている。However, when looking at the operation status of the tower crane, the rate of monopolizing the tower crane by installing the curtain wall is very high, and the use of other work is hindered accordingly. .
【0004】また、タワークレーン等のクレーンではブ
ーム先端のシーブからワイヤーを垂下して重量のあるカ
ーテンウォールを揚重するものであり、振れ止めや位置
決めが非常に難しく、取付け作業も危険が伴うものとな
る。In a crane such as a tower crane, a wire is hung down from a sheave at the tip of a boom to lift a heavy curtain wall, and it is very difficult to steady and position the curtain wall, and installation work is dangerous. Becomes
【0005】本発明の目的は前記従来例の不都合を解消
し、タワークレーン等のクレーンを専有することなく、
安全かつ容易に作業ができる壁体の取付工法を提供する
ことにある。The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, and to provide a crane such as a tower crane,
It is to provide a method for mounting a wall body that allows safe and easy work.
【0006】[0006]
【課題を解決するための手段】本発明は前記目的を達成
するため、建設中の建物架構の上部に該建物周囲を旋回
するようにレールを設け、このレールにホイストを走行
可能に設置し、該ホイストでカーテンウォール等の壁体
を揚重して、建物架構に取付けること、および、ホイス
トは、水平スライドの引込み機構を有すること、さら
に、レールは、分割可能であり、各分割体はクレーンで
盛替え可能なもの、または、レールは昇降装置で支持さ
れ、この昇降装置で盛替え可能なものであることを要旨
とするものである。In order to achieve the above object, the present invention provides a rail on the upper part of a building frame under construction so as to turn around the building, and installs a hoist on the rail so that the hoist can run. A wall body such as a curtain wall is hoisted by the hoist to be attached to a building frame, and the hoist has a horizontal slide retracting mechanism. Further, the rail can be divided, and each divided body is a crane. The gist of the present invention is that the rails can be rearranged, or that the rails are supported by an elevating device and can be rearranged by the elevating device.
【0007】[0007]
【作用】請求項1記載の本発明によれば、カーテンウォ
ール等の壁体はクレーンを使用することなくホイストで
揚重して建物架構に取付けるものであり、このホイスト
はレールで建物周囲を旋回するように走行するので、壁
体ストックヤードから垂直に吊り上げ、これを建物周囲
に横移動することで、最短距離を無駄のない動きで前記
壁体を取付けることができる。According to the present invention as set forth in claim 1, a wall body such as a curtain wall is hoisted by a hoist and attached to a building frame without using a crane. The hoist swings around the building by a rail. Since the vehicle travels in the same manner as above, the wall can be attached to the wall stock yard vertically and moved laterally around the building so that the wall can be attached over the shortest distance without waste.
【0008】請求項2記載の本発明によれば、前記作用
に加えて、ホイストは水平スライドの引込み機構を有す
るので取付け位置でこのホイストで壁体を極力建物架構
に近付け、取付けの際の位置決めを容易にすることがで
きる。According to the second aspect of the present invention, in addition to the above operation, the hoist has a retracting mechanism of a horizontal slide, so that the wall body is brought as close as possible to the building frame by the hoist at the mounting position and the positioning at the time of mounting is performed. Can be facilitated.
【0009】請求項3および請求項4記載の本発明によ
れば、前記作用に加えて、設置場所を変更するためのレ
ールの盛替えを簡単に行うことができる。According to the third and fourth aspects of the present invention, in addition to the above-mentioned operation, it is possible to easily rearrange the rails for changing the installation location.
【0010】[0010]
【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1は本発明の壁体の取付工法の1実施例を
示す正面図、図2は同上平面図である。Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a front view showing one embodiment of a wall body mounting method of the present invention, and FIG. 2 is a plan view of the same.
【0011】図中1は建設中の建物架構で、例えば鉄骨
柱1aと鉄骨梁1bとからなる。このような建物架構1
の上部に該建物周囲を旋回するように水平状態で伸びる
レール2を設け、このレール2にホイスト3を走行可能
に設置した。In the figure, reference numeral 1 denotes a building frame under construction, which is composed of, for example, a steel column 1a and a steel beam 1b. Such a building frame 1
A rail 2 extending in a horizontal state so as to turn around the building was provided on the upper part of the building, and a hoist 3 was installed on the rail 2 so that the hoist 3 could travel.
【0012】該ホイスト3は水平スライドの引込み機構
を有するもので、、レール2に係合する車輪3aを有す
る走行体3bと、この走行体3bに一体的に結合するも
のでレール2と直向する向きの短尺なレール3cと、該
短尺なレール3cに走行可能に取付く巻き上げ装置3d
とからなる。The hoist 3 has a horizontal slide retracting mechanism, and is a traveling body 3b having wheels 3a engaging with the rail 2 and a traveling body 3b integrally coupled to the traveling body 3b. And a winding device 3d for attaching to the short rail 3c so that it can run on the short rail 3c.
Consists of.
【0013】一方、地上でこのレール2の直下に、カー
テンウォール等の壁体4のストックヤード5を建物架構
1の脇に設ける。該ストックヤード5はトラック等で工
場から搬送される壁体4を荷受けし、これを立てた状態
で並べてストックする架台を有する。On the ground, directly below the rail 2, a stockyard 5 of a wall body 4 such as a curtain wall is provided beside the building frame 1. The stock yard 5 has a mount for receiving the wall bodies 4 conveyed from the factory by a truck or the like and arranging and stocking the wall bodies 4 in an upright state.
【0014】このようにして、ホイスト3でストックヤ
ード5の壁体4を吊り上げ、その状態でこのホイスト3
をレール2に沿って走行させる。そして、所定の取付け
個所近くにきたならば、短尺なレール3cに沿って巻き
上げ装置3dを建物架構1に近づけて壁体4を取付け
る。In this way, the wall 4 of the stockyard 5 is hoisted by the hoist 3, and in this state the hoist 3 is lifted.
Run along the rail 2. Then, when it comes close to a predetermined attachment point, the winding device 3d is brought close to the building frame 1 along the short rail 3c and the wall body 4 is attached.
【0015】ところでレール2は建物架構1の立ち上が
りの進行に応じて、これを盛替える必要がある。かかる
盛替え方法を以下に説明する。By the way, the rail 2 needs to be rearranged as the building frame 1 rises. The method of rearrangement will be described below.
【0016】その第1例としては図3、図4に示すよう
に建物周囲を旋回するように水平状態で伸びるレール2
はこれを適宜長さで分割できるものとし、かかるレール
2の分割体2aごとにタワークレーン6を用いて盛替え
るものとする。As a first example thereof, as shown in FIGS. 3 and 4, a rail 2 extending in a horizontal state so as to turn around the building.
Shall be able to be divided into appropriate lengths, and each divided body 2a of the rail 2 shall be reassembled using the tower crane 6.
【0017】第2例として、図5、図6に示すように前
記第1例と同じくレール2は分割体2aの集合とする
が、各分割体2aは鉄骨柱1aを利用する昇降装置7を
有するものとする。As a second example, as shown in FIGS. 5 and 6, the rail 2 is a set of divided bodies 2a as in the first example, and each divided body 2a has an elevating device 7 utilizing a steel column 1a. Shall have.
【0018】図7、図8にこの昇降装置7の詳細を示す
と、鉄骨柱1aの幅と同程度の長さの連結杆8の両端に
先端を鉤形にしたホールディングアーム9の途中を軸着
して全体をH型とし、このホールディングアーム9の根
本部同士を押圧係止手段としてのホールディングジャッ
キ10で連結した。7 and 8 show the details of the lifting device 7, the middle of a holding arm 9 having a hook-shaped tip at both ends of a connecting rod 8 having the same length as the width of the steel column 1a. The holding arm 9 was worn to form an H-shape, and the root portions of the holding arm 9 were connected by a holding jack 10 as a pressing and locking means.
【0019】そして、この連結杆8とホールディングア
ーム9のH型の構造体は間隔を存して上下2段設け、相
互を昇降ジャッキ11で連結する。The connecting rod 8 and the H-shaped structure of the holding arm 9 are provided in upper and lower two stages with a space therebetween, and are connected to each other by an elevating jack 11.
【0020】前記レール2の分割体2aは、下段の連結
杆8とホールディングアーム9のH型の構造体に設ける
ものであり、下段のホールディングアーム9は鉄骨柱1
aに押圧したままで上段のホールディングアーム9を緩
め、鉄骨柱1aへの係止を解く。The split body 2a of the rail 2 is provided in the H-shaped structure of the lower connecting rod 8 and the holding arm 9, and the lower holding arm 9 is the steel column 1.
The upper holding arm 9 is loosened while being pressed against a, and the locking to the steel column 1a is released.
【0021】この状態で昇降ジャッキ11を伸長させて上
段のホールディングアーム9を上昇させ、その場で再度
鉄骨柱1aに押圧して係止する。In this state, the elevating jack 11 is extended to raise the holding arm 9 in the upper stage, and the holding arm 9 in the upper stage is pushed and locked to the steel column 1a again on the spot.
【0022】次に、下段のホールディングアーム9を緩
めて鉄骨柱1aへの係止を解き、昇降ジャッキ11を縮小
させて、この下段のホールディングアーム9を上昇さ
せ、その場で再度鉄骨柱1aに押圧して係止する。Next, the lower holding arm 9 is loosened to unlock the steel column 1a, the elevating jack 11 is contracted, the lower holding arm 9 is raised, and the steel column 1a is re-placed on the spot. Press to lock.
【0023】このように上下段のホールディングアーム
9の鉄骨柱1aへの係脱と昇降ジャッキ11の伸縮を繰り
返して、尺取り虫式に鉄骨柱1aに沿ってレール2の分
割体2a単位で盛替えを行う。In this way, the upper and lower holding arms 9 are repeatedly engaged and disengaged from the steel frame pillar 1a and the elevating jack 11 is expanded and contracted, and the rails 2 are reassembled in units of 2a along the steel frame pillar 1a. To do.
【0024】図9〜図11に示すように他の盛替え方法と
しては建物周囲を旋回するように水平状態で伸びるレー
ル2はこれを完全な連続体としておき、全体を一挙に盛
替えるようにしてもよい。As shown in FIGS. 9 to 11, as another method of rearranging, the rail 2 extending in a horizontal state so as to turn around the building is set as a complete continuous body so that the whole body can be rearranged at once. May be.
【0025】この盛替えは、建物周囲の旋回体12を上下
2段に設け、これら旋回体12の相互間を昇降ジャッキ13
で連結し、下段の旋回体12にレール2を取付け、さらに
各旋回体12の内側に建物架構1への押圧係止手段14を適
宜間隔で配設した昇降装置15を用いて行う。この押圧係
止手段14としてはエアーバックや押圧ジャッキを利用で
きる。In this rearrangement, revolving units 12 around the building are provided in two upper and lower stages, and lifting jacks 13 are provided between these revolving units 12.
, The rail 2 is attached to the lower swing body 12, and the lifting and lowering device 15 in which the pressing and locking means 14 for the building frame 1 are arranged at appropriate intervals inside each swing body 12 is used. An air bag or a pressure jack can be used as the pressure locking means 14.
【0026】下段の旋回体12は押圧係止手段14で建物架
構1へ固定したままでおき、上段の旋回体12は押圧係止
手段14を縮めて建物架構1への固定を解除し、昇降ジャ
ッキ13を伸長すれば、上段の旋回体12は上昇する。The lower revolving structure 12 remains fixed to the building frame 1 by the pressing and locking means 14, and the upper revolving structure 12 contracts the pressing and locking means 14 to release the fixing to the building frame 1 to move up and down. When the jack 13 is extended, the upper swing body 12 is raised.
【0027】上段の旋回体12を押圧係止手段14でこの位
置で建物架構1に係止し、次いで、下段の旋回体12は押
圧係止手段14を縮めて建物架構1への固定を解除し、昇
降ジャッキ13を縮小すれば、上段の旋回体12を反力体と
して下段の旋回体12およびレール2は上昇する。The upper swing body 12 is locked to the building frame 1 at this position by the pressing and locking means 14, and then the lower swing body 12 contracts the pressing and locking means 14 to release the fixing to the building frame 1. Then, when the lifting jack 13 is reduced, the lower swing body 12 and the rail 2 are raised by using the upper swing body 12 as a reaction body.
【0028】そして、下段の旋回体12を押圧係止手段14
でこの位置で建物架構1に係止する。Then, the lower swing body 12 is pressed and locked by a locking means 14
Then lock the building frame 1 at this position.
【0029】[0029]
【発明の効果】以上述べたように本発明の壁体の取付工
法は、タワークレーン等のクレーンを使用することなく
作業ができ、揺れも少ないので振れ止めの必要なく、位
置決めも容易で、安全かつ容易に作業ができるものであ
る。As described above, according to the wall body mounting method of the present invention, work can be performed without using a crane such as a tower crane, and since there is little shaking, there is no need for steady rests, easy positioning, and safety. It is also easy to work with.
【図1】本発明の壁体の取付工法の1実施例を示す正面
図である。FIG. 1 is a front view showing an embodiment of a wall body mounting method according to the present invention.
【図2】本発明の壁体の取付工法の1実施例を示す平面
図である。FIG. 2 is a plan view showing an embodiment of a wall body mounting method according to the present invention.
【図3】レールの盛替え方法の第1例を示す平面図であ
る。FIG. 3 is a plan view showing a first example of a rail rearrangement method.
【図4】レールの盛替え方法の第1例を示す正面図であ
る。FIG. 4 is a front view showing a first example of a rail rearrangement method.
【図5】レールの盛替え方法の第2例を示す正面図であ
る。FIG. 5 is a front view showing a second example of a rail rearrangement method.
【図6】レールの盛替え方法の第2例を示す説明図であ
る。FIG. 6 is an explanatory diagram showing a second example of a rail rearrangement method.
【図7】レールの盛替え方法の第2例における昇降装置
の側面図である。FIG. 7 is a side view of an elevating device in a second example of the rail reshuffling method.
【図8】レールの盛替え方法の第2例における昇降装置
の平面図である。FIG. 8 is a plan view of an elevating device in a second example of the rail reshuffling method.
【図9】レールの盛替え方法の第3例を示す正面図であ
る。FIG. 9 is a front view showing a third example of the rail rearrangement method.
【図10】レールの盛替え方法の第3例を示す平面図で
ある。FIG. 10 is a plan view showing a third example of a rail rearrangement method.
【図11】レールの盛替え方法の第3例を示す要部の正
面図である。FIG. 11 is a front view of a main part showing a third example of the method of reassembling the rail.
1…建物架構 1a…鉄骨柱 1b…鉄骨梁 2…レール 2a…分割体 3…ホイスト 3a…車輪 3b…走行体 3c…短尺なレール 3d…巻上げ装
置 4…壁体 5…ストックヤ
ード 6…タワークレーン 7…昇降装置 8…連結杆 9…ホールディ
ングアーム 10…ホールディングジャッキ 11…昇降ジャッ
キ 12…旋回体 13…昇降ジャッ
キ 14…押圧係止手段 15…昇降装置DESCRIPTION OF SYMBOLS 1 ... Building frame 1a ... Steel column 1b ... Steel beam 2 ... Rail 2a ... Split body 3 ... Hoist 3a ... Wheel 3b ... Traveling body 3c ... Short rail 3d ... Hoisting device 4 ... Wall body 5 ... Stockyard 6 ... Tower crane 7 ... Lifting device 8 ... Connecting rod 9 ... Holding arm 10 ... Holding jack 11 ... Lifting jack 12 ... Revolving unit 13 ... Lifting jack 14 ... Press locking means 15 ... Lifting device
───────────────────────────────────────────────────── フロントページの続き (72)発明者 水谷 亮 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 井内 上 香川県高松市亀井町1番地3 鹿島建設株 式会社四国支店内 (72)発明者 渡辺 松男 宮城県仙台市青葉区二日町1番27号 鹿島 建設株式会社東北支店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ryo Mizutani Kago Construction Co., Ltd., 1-2-7 Moto-Akasaka, Minato-ku, Tokyo (72) Inventor Inoue, Kamei Town, Takamatsu City, Kagawa Prefecture 3 Kashima Construction Stock company Shikoku Branch (72) Inventor Matsuo Watanabe 1-27 Fukkamachi, Aoba-ku, Sendai City, Miyagi Kashima Construction Co., Ltd. Tohoku Branch
Claims (4)
旋回するようにレールを設け、このレールにホイストを
走行可能に設置し、該ホイストでカーテンウォール等の
壁体を揚重して、建物架構に取付けることを特徴とする
壁体の取付工法。1. A rail is provided at an upper part of a building frame under construction so as to turn around the building, and a hoist is installed on the rail so that the hoist can travel, and a wall body such as a curtain wall is lifted by the hoist. , A method for mounting a wall body characterized by mounting on a building frame.
を有する請求項1記載の壁体の取付工法。2. The wall body mounting method according to claim 1, wherein the hoist has a horizontal slide retracting mechanism.
レーンで盛替え可能な請求項1記載の壁体の取付工法。3. The method for mounting a wall body according to claim 1, wherein the rail can be divided, and each divided body can be rearranged by a crane.
装置で盛替え可能な請求項1記載の壁体の取付工法。4. The method for mounting a wall body according to claim 1, wherein the rail is supported by an elevating device and can be rearranged by the elevating device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5221685A JP2759600B2 (en) | 1993-09-07 | 1993-09-07 | Wall mounting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5221685A JP2759600B2 (en) | 1993-09-07 | 1993-09-07 | Wall mounting method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0776932A true JPH0776932A (en) | 1995-03-20 |
JP2759600B2 JP2759600B2 (en) | 1998-05-28 |
Family
ID=16770677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5221685A Expired - Fee Related JP2759600B2 (en) | 1993-09-07 | 1993-09-07 | Wall mounting method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2759600B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2013101345B4 (en) * | 2012-10-18 | 2014-06-26 | Merhi, Khalil Nasser | Methods, systems and components for multi-storey building construction |
JP2015536391A (en) * | 2012-10-18 | 2015-12-21 | メルヒス、プロプライエタリー、リミテッドMerhis Pty Ltd | Multilayer building structure methods, systems and components |
CN107060347A (en) * | 2017-05-19 | 2017-08-18 | 中建三局第二建设工程有限责任公司 | A kind of big encorbelmented across metal decorates prefabricated roof and air translation splicing structure |
JP6258540B1 (en) * | 2017-03-30 | 2018-01-10 | Ykk Ap株式会社 | Track device and panel body construction method |
CN110130644A (en) * | 2019-05-30 | 2019-08-16 | 中国二十冶集团有限公司 | A kind of construction method of high-altitude steel structure bottom metal curtain wall |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01256636A (en) * | 1988-04-04 | 1989-10-13 | Shimizu Corp | Construction method of building |
JPH04306364A (en) * | 1991-04-03 | 1992-10-29 | Fujita Corp | Fitting construction of outer wall pc parts |
-
1993
- 1993-09-07 JP JP5221685A patent/JP2759600B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01256636A (en) * | 1988-04-04 | 1989-10-13 | Shimizu Corp | Construction method of building |
JPH04306364A (en) * | 1991-04-03 | 1992-10-29 | Fujita Corp | Fitting construction of outer wall pc parts |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2013101345B4 (en) * | 2012-10-18 | 2014-06-26 | Merhi, Khalil Nasser | Methods, systems and components for multi-storey building construction |
JP2015536391A (en) * | 2012-10-18 | 2015-12-21 | メルヒス、プロプライエタリー、リミテッドMerhis Pty Ltd | Multilayer building structure methods, systems and components |
JP6258540B1 (en) * | 2017-03-30 | 2018-01-10 | Ykk Ap株式会社 | Track device and panel body construction method |
CN107060347A (en) * | 2017-05-19 | 2017-08-18 | 中建三局第二建设工程有限责任公司 | A kind of big encorbelmented across metal decorates prefabricated roof and air translation splicing structure |
CN110130644A (en) * | 2019-05-30 | 2019-08-16 | 中国二十冶集团有限公司 | A kind of construction method of high-altitude steel structure bottom metal curtain wall |
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