JP2964373B2 - All-weather construction method for steel multi-story buildings - Google Patents

All-weather construction method for steel multi-story buildings

Info

Publication number
JP2964373B2
JP2964373B2 JP34557892A JP34557892A JP2964373B2 JP 2964373 B2 JP2964373 B2 JP 2964373B2 JP 34557892 A JP34557892 A JP 34557892A JP 34557892 A JP34557892 A JP 34557892A JP 2964373 B2 JP2964373 B2 JP 2964373B2
Authority
JP
Japan
Prior art keywords
steel frame
steel
panel
wall
weather
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.)
Expired - Fee Related
Application number
JP34557892A
Other languages
Japanese (ja)
Other versions
JPH06167123A (en
Inventor
照夫 佐々木
裕行 山本
和夫 深沢
正仁 松川
一三 山根
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP34557892A priority Critical patent/JP2964373B2/en
Publication of JPH06167123A publication Critical patent/JPH06167123A/en
Application granted granted Critical
Publication of JP2964373B2 publication Critical patent/JP2964373B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、鉄骨造多層建物の全天
候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 an all-weather construction method for a steel-framed multi-story building.

【0002】[0002]

【従来の技術】鉄骨造多層建物の全天候施工法として
は、本設屋根構造を低層で先行して構築し、この本設
屋根構造を鉄骨節毎にプッシュアップするルーフプッシ
ュアップ工法鉄骨を最上階まで屏風建てした後、屋根
スラブを先行して打設する最上階スラブ先行打設工法な
どが従来より知られている。
2. Description of the Related Art As an all-weather construction method for a steel-framed multi-story building, a roof-push-up construction steel frame, in which a main roof structure is constructed in advance of a low-rise building and the main roof structure is pushed up for each steel frame, is used as a top floor. There has been known a top-floor slab preceding casting method in which a roof slab is preceded after a folding screen is built.

【0003】これらの従来例では、いずれも降雨対策を
中心に考えられており、降雨に対して遮蔽するため、鉄
骨工事以降の躯体工事、仕上げ工事、設備工事の全天候
施工が可能であるが、横降り雨と風に対する遮蔽がな
く、そのため、鉄骨工事の中で大きな工期ウエイトを占
める柱梁接合部等の現場溶接作業については全天候施工
が不可能であった。つまり、これらの工法では、降雨日
は勿論、風の強い日にも、溶接工事ができないため、そ
れだけ鉄骨工事の工期が延びることになる。また、前者
の工法では、本設屋根構造を持ち上げた状態で、その
下方に鉄骨節を継ぎ足して行くという特殊な鉄骨建方と
なるため、特殊な揚重装置が必要とされてコストも高く
付き、汎用性に欠けるという問題点があった。後者の
工法では、鉄骨建方を一般的な積層工法で行える利点が
ある反面、最上階までの鉄骨建方が完了するまで、屋根
スラブを構築できないので、工期が長くなるという問題
点があり、高層〜超高層の建物には不適当であった。
[0003] In all of these conventional examples, all measures are taken to prevent rainfall. In order to shield against rainfall, all-weather construction such as framing work, finishing work and equipment work after steel frame work is possible. Because there was no shielding against rainfall and wind, it was not possible to perform all-weather work on column-beam joints, etc., which occupy a large construction weight in steel frame work. That is, in these construction methods, welding work cannot be performed not only on a rainy day but also on a windy day, so that the construction period of the steel frame construction is extended accordingly. In addition, in the former method, a special steel frame is constructed by adding a steel frame section below the main roof structure while the main roof structure is raised, so a special lifting device is required and the cost is high. However, there is a problem that it lacks versatility. The latter method has the advantage that steel frame construction can be performed by a general laminating method, but the roof slab cannot be built until the steel frame construction up to the top floor is completed, so there is a problem that the construction period becomes longer, It was not suitable for high-rise buildings.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記の点に
留意してなされたものであって、その目的とするところ
は、鉄骨工事の中で大きな工期ウエイトを占める現場溶
接作業が天候に左右されずに行えて、施工工期の短縮・
安定化が可能となる汎用性の高い全天候施工法を提供す
ることにある。
DISCLOSURE OF THE INVENTION The present invention has been made in consideration of the above points, and an object of the present invention is to perform on-site welding work, which occupies a large construction period weight in steel frame work, in the weather. Can be performed without being affected, shortening the construction period
An object of the present invention is to provide a versatile all-weather construction method capable of stabilization.

【0005】[0005]

【課題を解決するための手段】上記の目的を達成するた
めに本発明が講じた技術的手段は次のとおりである。即
ち、本発明による鉄骨造多層建物の全天候施工法は、複
数階分を1節として鉄骨建方を行う都度、最上階に設け
た止水床により各節屋根面を構成し且つ側面には風防パ
ネルを取り付けて各節壁面を構成し、この状態で内部の
溶接作業を行い、鉄骨建方が進行するにつれて、前記風
防パネルを上方の節にスライドアップさせると共に、
防パネルのスライドアップにより開放された鉄骨側面に
カーテンウォールを建て込んで、当該カーテンウォール
により鉄骨工事以降の全天候施工壁面を構成することを
特徴としている。
The technical measures taken by the present invention to achieve the above object are as follows. That is, in the all-weather construction method for a steel-framed multi-story building according to the present invention, each time a steel frame is constructed with a plurality of stories as one section, each section roof surface is constituted by a waterproof floor provided on the top floor and a windshield is provided on the side. panel constitute sections wall attached to, for internal welding operations in this state, as steel erection progresses, the sliding up the windshield panel upward sections, wind
Nde write a <br/> curtain wall steel frame side which is opened by sliding up the explosion panel Te denominated, the curtain wall
The feature is that it constitutes the all-weather construction wall after steelwork .

【0006】止水床としては、種々の具体的構成を採用
し得るが、本設材(床型枠)であるデッキプレートで止
水床を構成することが望ましい。風防パネルは、横降り
雨と風を遮蔽する専用の仮設材であってもよいが、塔屋
外壁用のパネルの大型ユニットを先行して作製し、これ
を風防パネルとして使用することが望ましい。
Although various concrete structures can be adopted as the water stop floor, it is desirable that the water stop floor is constituted by a deck plate which is a main component (floor formwork). The windshield panel may be a temporary material dedicated to shielding rain and wind from falling down. However, it is preferable that a large unit of a panel for an outdoor wall of a tower be manufactured in advance and used as a windshield panel.

【0007】[0007]

【作用】上記の構成によれば、複数階分を1節として鉄
骨建方を行う都度、鉄骨各節の最上階に止水床を設けて
各節屋根面を構成し、側面に風防パネルを取り付けて各
節壁面を構成するため、降雨に対して遮蔽されるだけで
なく、横降り雨や風に対しても遮蔽されることになり、
鉄骨工事における現場溶接作業が天候に左右されずに行
えることになる。また、鉄骨建方の進行につれて、風防
パネルは上方の節にスライドアップされるが、下方の節
から順次、つまり、風防パネルを上方の節にスライドア
ップさせる都度、風防パネルのスライドアップにより開
放された鉄骨側面にカーテンウォールを建て込むので、
当該カーテンウォールによって鉄骨工事以降の全天候壁
面も並行して構成されることになる。
According to the above construction, each time a steel frame is constructed with a plurality of floors as one section, a waterproof floor is provided on the top floor of each section of the steel frame to form each section roof surface, and a windshield panel is provided on the side. Because it is attached and forms each joint wall, it will not only be shielded against rainfall, but also will be shielded against side rain and wind,
The on-site welding work in steel construction can be performed without being affected by the weather. Also, as the steel frame construction progresses, the draft shield panel is slid up to the upper node, but sequentially from the lower node , that is, the draft shield panel is slid to the upper node.
Each time the windshield panel slides up,
Since the curtain wall is built on the released steel frame side,
With the curtain wall , all weather wall surfaces after the steel work are also configured in parallel.

【0008】[0008]

【実施例】以下、本発明に係る鉄骨造多層建物の全天候
施工法の一実施例を図1〜図5に基づいて説明する。図
において、1は柱や梁の鉄骨、2は鉄骨1等の揚重に使
用されるタワークレーンである。鉄骨1の建方は、一般
的な積層工法により、複数階分(例えば、3層分)を1
節として下から順に行われる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of an all-weather construction method for a steel-framed multi-story building according to the present invention will be described below with reference to FIGS. In the figure, reference numeral 1 denotes a tower or a steel beam used for lifting a steel frame 1 or the like. The construction of the steel frame 1 is based on the general laminating method, and a plurality of floors (for example, three layers) are
The sections are performed in order from the bottom.

【0009】Aは、鉄骨建方を行う都度、最上階に設け
られた止水床であり、当該止水床Aにより各節屋根面が
構成され、内部が降雨に対して遮蔽される。止水床Aと
しては、種々の具体的構成を採用できるが、図示の実施
例では、床用の本設材(床型枠)であるデッキプレート
3を梁鉄骨の上に水密状に敷設して前記止水床Aを構成
している。止水床Aに形成される資材搬入・搬出用の仮
設開口a、階段室b等の開口部には着脱自在な蓋体(図
示せず)を設けて、降雨時には蓋体で開口部を閉塞する
ようにしてある。タワークレーン2が止水床Aを貫通す
る位置に設けられる場合、例えば、タワークレーン用開
口cを貫通するタワークレーン2のマストにタワークレ
ーン用開口cよりも大きなスカート状の庇(雨よけ)を
設ける等して、降雨時に雨水が入り込まないように雨仕
舞いを施すものとする。
Reference numeral A denotes a water stop floor provided on the top floor every time a steel frame is constructed. Each water stop floor A forms a knotted roof surface, and the inside is shielded from rain. Although various specific configurations can be adopted as the water stop floor A, in the illustrated embodiment, the deck plate 3 which is a permanent floor material (floor formwork) is laid in a watertight manner on the beam steel frame. To constitute the water stop floor A. Removable lids (not shown) are provided at openings such as the temporary openings a and staircases b for loading and unloading materials formed on the water stop floor A, and the openings are closed by the lids during rainfall. I have to do it. When the tower crane 2 is provided at a position penetrating the water stop floor A, for example, a mast of the tower crane 2 penetrating the tower crane opening c is provided with a skirt-shaped eave (rain shield) larger than the tower crane opening c. In the meantime, raining is performed so that rainwater does not enter during rainfall.

【0010】Bは鉄骨1の側面に取り付けられた風防パ
ネルであり、当該風防パネルBにより各節壁面が構成さ
れ、内部が横降り雨と風に対して遮蔽される。4は各節
壁面の四隅に設けられた幅狭の風通しネットである。風
通しネット4は、内部の換気を行って、溶接作業等を行
う際の作業環境を良好に維持する役目を果たすものであ
るが、各節壁面全体としての横降り雨や風の遮蔽機能を
損なわないように可及的に幅狭に形成される。風防パネ
ルBは横降り雨と風に対して遮蔽するための専用の仮設
材であってもよいが、図示の実施例では、塔屋外壁用の
アルミ等のパネルを大型ユニット化し、これを風防パネ
ルBとして使用している。
Reference numeral B denotes a windshield panel attached to the side surface of the steel frame 1. Each windshield panel B is formed by the windshield panel B, and the inside is shielded from falling down and rain and wind. Reference numeral 4 denotes narrow ventilation nets provided at the four corners of each joint wall. The ventilation net 4 serves to maintain the working environment when performing welding work and the like by performing internal ventilation, but impairs the rainfall and wind shielding function of the entire joint wall surface. It is formed as narrow as possible so as not to be present. The windshield panel B may be a temporary material dedicated to shielding against rainfall and wind, but in the illustrated embodiment, a panel made of aluminum or the like for the outdoor wall of the tower is made into a large unit, and this is used as a windshield panel. Used as B.

【0011】塔屋外壁用のパネル大型ユニットは、図3
に示すように、格子状に枠組みされた鋼製の下地5aの
前面に多数のアルミ等のパネル5bを取り付けて構成し
たものであり、ウインチ又はタワークレーン2によりト
ラバーサー6を介して吊り下げられ、鉄骨建方の進行に
つれて、上方の節へとスライドアップされる。
The panel large unit for the tower outdoor wall is shown in FIG.
As shown in the figure, a large number of panels 5b made of aluminum or the like are attached to the front surface of a steel base 5a framed in a lattice shape, and are suspended via a traverser 6 by a winch or a tower crane 2, As the steel frame construction progresses, it is slid up to the node above.

【0012】尚、図示のパネル大型ユニットでは、下地
5aの上部に鋼製のシート下地7aを連結し、その前面
に広告等に供するアピール用シート7bを貼り付けてあ
るが、これらのシート下地7a及びアピール用シート7
bは塔屋外壁を構築する際には取り去られるものであ
り、パネル大型ユニットにとって必要不可欠の構成要素
ではない。
In the panel large-size unit shown in the drawing, a steel sheet base 7a is connected to the upper part of the base 5a, and an appealing sheet 7b to be used for advertisement or the like is attached to the front surface thereof. And appeal sheet 7
b is removed when constructing the tower outdoor wall, and is not an essential component for the large panel unit.

【0013】Cは、窓ガラスの嵌め込まれたアルミ製の
カーテンウォールである。カーテンウォールCは、予
め、低位置(図示の実施例では、低層部の屋上スラブ
8)での組立て作業により大型ユニット化されており、
鉄骨建方の進行につれて、ウインチ又はタワークレーン
2で吊り上げられ、下方の節から順次、建て込まれる。
Dは、風防パネル(塔屋外壁用のパネル大型ユニット)
Bのスライドアップ後、カーテンウォールCが建て込ま
れるまで鉄骨側面に貼られる安全ネットである。
C is an aluminum curtain wall fitted with window glass. The curtain wall C is previously made into a large unit by an assembling operation at a low position (in the illustrated embodiment, the roof slab 8 in the low-rise section).
As the steel frame construction progresses, it is lifted by the winch or the tower crane 2 and is sequentially built from the lower node.
D is a windshield panel (large panel unit for tower outdoor walls)
After the slide-up of B, the safety net is attached to the side of the steel frame until the curtain wall C is built.

【0014】次に、鉄骨造多層建物の全天候施工法の工
程を説明する。図5の(イ)に示すように、1節の鉄
骨建方を行い、最上階のデッキプレート3を水密状に敷
き込んで止水床Aを構成する。止水床Aにより1節目の
各節屋根面が構成され、内部が降雨に対して遮蔽される
ことになる。しかる後、風防パネルB(この実施例で
は、先行して作製した塔屋外壁用のパネル大型ユニット
を風防パネルBとして使用している。)を鉄骨1の側面
に取り付ける。これにより、1節目の各節壁面が構成さ
れ、内部が横降り雨と風に対して遮蔽されることにな
る。この状態で、内部(二点斜線で示す部分)の現場溶
接作業を行う。図5の(ロ)に示すように、2節の鉄
骨建方を行う。1節の場合と同じように、最上階のデッ
キプレート3を水密状に敷き込んで止水床Aを構成し、
当該止水床Aにより2節目の各節屋根面を構成する。し
かる後、風防パネル(塔屋外壁用のパネル大型ユニッ
ト)Bを上方へスライドアップし、2節の鉄骨の側面に
取り付けて、2節目の各節壁面を構成する。図5の
(ハ)に示すように、2節の内部(二点斜線で示す部
分)の現場溶接作業を行う。次いで、大型ユニット化し
たカーテンウォールCを1節の鉄骨側面(風防パネルB
のスライドアップにより開放された鉄骨側面)に建て込
み、当該カーテンウォールCにより鉄骨工事以降の全天
候施工壁面を構成する。上記の〜の工程を繰り返
し、最後に、図5の(ニ)に示すように、屋上の所定の
位置に風防パネル(塔屋外壁用のパネル大型ユニット)
Bを建て込み、塔屋の外壁(屋上設備類の目隠し)を構
成する。
Next, the steps of the all-weather construction method for a steel-framed multi-story building will be described. As shown in FIG. 5A, the steel frame is constructed in one section, and the deck plate 3 on the top floor is laid in a watertight manner to constitute the water stop floor A. The water stop floor A constitutes each knot roof surface of the first knot, and the inside is shielded from rain. Thereafter, a windshield panel B (in this embodiment, a large panel unit for a tower outdoor wall prepared in advance is used as the windshield panel B) is attached to the side surface of the steel frame 1. Thereby, each node wall of the first node is configured, and the inside is shielded from rain falling down and wind. In this state, an internal welding operation (indicated by a two-point hatched portion) is performed. As shown in (b) of FIG. 5, a two-section steel frame is constructed. As in the case of section 1, the top floor deck plate 3 is laid in a water-tight manner to form a waterproof floor A,
The water stop floor A constitutes each knot roof surface of the second knot. Thereafter, the windshield panel (panel large unit for tower outdoor wall) B is slid up and attached to the side of the two-section steel frame to configure the second-section node walls. As shown in (c) of FIG. 5, an on-site welding operation is performed on the inside of the second section (the portion indicated by the two-point hatching). Next, the curtain wall C, which has been made into a large unit, is attached to the steel frame side of one section (shelter belt B).
And the curtain wall C constitutes an all-weather construction wall after the steelwork. Steps (1) to (4) are repeated, and finally, as shown in FIG. 5 (d), a windshield panel (a large panel unit for an outdoor wall of a tower) is placed at a predetermined position on the roof.
B is built to construct the outer wall of the tower (blindfold of rooftop facilities).

【0015】上記の実施例によれば、上からの降雨に対
して遮蔽されるだけでなく、横降り雨や風に対しても遮
蔽されるため、鉄骨工事の中で大きな工期ウエイトを占
める現場溶接作業が天候に左右されずに行えるのであ
る。しかも、屋上設備類の目隠しとなる塔屋外壁用のパ
ネルの大型ユニットを先行して作製し、これを風防パネ
ルBとして使用するため、本設材が有効に利用されて経
済的であると共に、塔屋外壁を短期間に且つ安全に構築
できることになる。
According to the above embodiment, not only is it shielded from rainfall from above, but also from horizontal rainfall and wind, so that the site that occupies a large construction period weight in steel frame work Welding work can be performed regardless of the weather. In addition, since a large unit of a panel for an outdoor wall of a tower, which is used as a blindfold for rooftop facilities, is prepared in advance and used as a windshield panel B, the present material is effectively used and economical. The outer wall can be constructed quickly and safely.

【0016】尚、上記の実施例では、風防パネルBを建
物の周囲四面ごとに分割して平面状に構成したが、スパ
ンの短い塔状の建物を施工対象とする場合は、図6に示
すように、風防パネルBを建物を囲繞する筒状に構成
し、これを上方へスライドアップするようにしてもよ
い。また、スパンの短い塔状の建物では、止水床Aを予
め鉄骨1に取り付けた状態で、鉄骨建方を行うことも可
能である。
In the above-described embodiment, the windshield panel B is divided into four planes around the building to form a plane. However, when a tower-like building with a short span is to be constructed, it is shown in FIG. As described above, the windshield panel B may be formed in a tubular shape surrounding the building, and may be slid up. In a tower-like building having a short span, it is also possible to construct a steel frame with the water stop floor A attached to the steel frame 1 in advance.

【0017】[0017]

【発明の効果】本発明は、上述した構成よりなり、鉄骨
各節の内部が降雨に対して遮蔽されるだけでなく、横降
り雨や風に対しても遮蔽されることになり、鉄骨工事の
中で大きな工期ウエイトを占める現場溶接作業が天候に
左右されずに行えるばかりでなく、風防パネルを上方の
節にスライドアップさせる都度、風防パネルのスライド
アップにより開放された鉄骨側面にカーテンウォールを
建て込んで、鉄骨工事以降の全天候施工壁面を構成する
ので、高層や超高層の建物を天候に左右されることなく
構築でき、工期が長くなりがちな超高層の建物において
も、施工工期の短縮・安定化が可能となる。しかも、本
発明によれば、鉄骨建方が、下方より1節ずつ積み重ね
て行く最も一般的な積層工法で行われるので、特殊な揚
重装置が必要とされず、汎用性が高く、中層、高層、超
高層のいずれにも適用可能である。
The present invention has the above-described construction, and not only is the interior of each steel frame shielded against rainfall, but also shielded against side rain and wind. large work period occupying a wait field welding work is not Rubakari performed without being affected by the weather in the windshield panel above the
Each time you slide up the knot, slide the draft shield panel
Curtain wall on the side of the steel frame opened by the up
Build and construct all-weather construction walls after steelwork
So high-rise or high-rise buildings are not affected by the weather
In high-rise buildings that can be built and the construction period tends to be long
In addition, the construction period can be shortened and stabilized. Moreover, according to the present invention, since the steel frame construction is performed by the most general laminating method of stacking one node at a time from below, a special lifting device is not required, the versatility is high, the middle layer, It can be applied to both high rise and super high rise.

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

【図1】本発明に係る鉄骨造多層建物の全天候施工法を
説明する斜視図である。
FIG. 1 is a perspective view illustrating an all-weather construction method for a steel-framed multi-story building according to the present invention.

【図2】本発明に係る鉄骨造多層建物の全天候施工法を
説明する分解斜視図である。
FIG. 2 is an exploded perspective view illustrating an all-weather construction method for a steel-framed multi-story building according to the present invention.

【図3】風防パネルの一例である塔屋外壁用のアルミパ
ネル大型ユニットを説明する一部切欠き正面図である。
FIG. 3 is a partially cutaway front view illustrating a large-sized aluminum panel unit for a tower outdoor wall, which is an example of a windshield panel.

【図4】鉄骨各節の最上階の止水床の概略平面図であ
る。
FIG. 4 is a schematic plan view of a waterproof floor on the top floor of each steel frame section.

【図5】本発明に係る鉄骨造多層建物の全天候施工法の
工程説明図である。
FIG. 5 is an explanatory diagram of steps in an all-weather construction method for a steel-framed multi-story building according to the present invention.

【図6】本発明の他の実施例を示す概略斜視図である。FIG. 6 is a schematic perspective view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

A…止水床、B…風防パネル(塔屋外壁用のパネル大型
ユニット)、C…カーテンウォール、1…鉄骨、3…デ
ッキプレート。
A: waterproof floor, B: windshield panel (panel large unit for tower outdoor wall), C: curtain wall, 1: steel frame, 3: deck plate.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松川 正仁 大阪市中央区本町4丁目1番13号 株式 会社竹中工務店大阪本店内 (72)発明者 山根 一三 大阪市中央区本町4丁目1番13号 株式 会社竹中工務店大阪本店内 (56)参考文献 特開 昭64−65495(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04G 21/28 E04B 1/35 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Masahito Matsukawa 4-1-1-13 Honcho, Chuo-ku, Osaka City Inside the Osaka Head Office of Takenaka Corporation (72) Inventor Ichizo Yamane 4-1-1 Honcho, Chuo-ku, Osaka-shi No. 13 Takenaka Corporation Osaka Main Store (56) References JP-A-64-65495 (JP, A) (58) Field surveyed (Int. Cl. 6 , DB name) E04G 21/28 E04B 1/35

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 複数階分を1節として鉄骨建方を行う都
度、最上階に設けた止水床により各節屋根面を構成し且
つ側面には風防パネルを取り付けて各節壁面を構成し、
この状態で内部の溶接作業を行い、鉄骨建方が進行する
につれて、前記風防パネルを上方の節にスライドアップ
させると共に、風防パネルのスライドアップにより開放
された鉄骨側面にカーテンウォールを建て込んで、当該
カーテンウォールにより鉄骨工事以降の全天候施工壁面
を構成することを特徴とする鉄骨造多層建物の全天候施
工法。
Each time a steel frame is constructed with a plurality of floors as one section, each section roof surface is constituted by a water-blocking floor provided on the top floor, and a windshield panel is attached to the side to constitute each section wall. ,
In this state, internal welding work is performed, and as the steel frame construction progresses, the windshield panel is slid up to the upper node, and the windshield panel is opened by sliding up.
The curtain wall Te Ken Nde write to have been steel frame side, the
All-weather construction wall after steelwork by curtain wall
All-weather construction method for steel-framed multi-story buildings, characterized by comprising:
【請求項2】 前記止水床がデッキプレートによって構
成されていることを特徴とする請求項1に記載の鉄骨造
多層建物の全天候施工法。
2. The all-weather construction method for a multi-story steel frame building according to claim 1, wherein the water stop floor is constituted by a deck plate.
【請求項3】 前記風防パネルとして塔屋外壁用のパネ
ル大型ユニットが使用されることを特徴とする請求項1
又は2に記載の鉄骨造多層建物の全天候施工法。
3. A large panel unit for an outdoor wall of a tower is used as the windshield panel.
Or the all-weather construction method for a steel-framed multi-story building according to 2.
JP34557892A 1992-11-30 1992-11-30 All-weather construction method for steel multi-story buildings Expired - Fee Related JP2964373B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34557892A JP2964373B2 (en) 1992-11-30 1992-11-30 All-weather construction method for steel multi-story buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34557892A JP2964373B2 (en) 1992-11-30 1992-11-30 All-weather construction method for steel multi-story buildings

Publications (2)

Publication Number Publication Date
JPH06167123A JPH06167123A (en) 1994-06-14
JP2964373B2 true JP2964373B2 (en) 1999-10-18

Family

ID=18377547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34557892A Expired - Fee Related JP2964373B2 (en) 1992-11-30 1992-11-30 All-weather construction method for steel multi-story buildings

Country Status (1)

Country Link
JP (1) JP2964373B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4651857B2 (en) * 2001-05-22 2011-03-16 西松建設株式会社 Building demolition method
JP7133444B2 (en) * 2018-11-16 2022-09-08 株式会社熊谷組 mesh sheet

Also Published As

Publication number Publication date
JPH06167123A (en) 1994-06-14

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