JPH07158284A - Building constructing method and building constructing device - Google Patents

Building constructing method and building constructing device

Info

Publication number
JPH07158284A
JPH07158284A JP33894893A JP33894893A JPH07158284A JP H07158284 A JPH07158284 A JP H07158284A JP 33894893 A JP33894893 A JP 33894893A JP 33894893 A JP33894893 A JP 33894893A JP H07158284 A JPH07158284 A JP H07158284A
Authority
JP
Japan
Prior art keywords
building
frame
covering
connecting pipe
cover frame
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
JP33894893A
Other languages
Japanese (ja)
Other versions
JP2779893B2 (en
Inventor
Toao Satou
東亜男 佐藤
Kazuo Yoshitake
和夫 吉武
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.)
TANAKA SOGO SEKKEI KK
Original Assignee
TANAKA SOGO SEKKEI 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 TANAKA SOGO SEKKEI KK filed Critical TANAKA SOGO SEKKEI KK
Priority to JP33894893A priority Critical patent/JP2779893B2/en
Publication of JPH07158284A publication Critical patent/JPH07158284A/en
Application granted granted Critical
Publication of JP2779893B2 publication Critical patent/JP2779893B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To surely cover the upper part of a building, and improve the strength of the building. CONSTITUTION:In building construction, a plurality of cover frames 20 having waterproof sheets installed thereto are successively situated above a building 14 by a raising and lowering mechanism 32, each cover frame 30 is then connected and fixed to a constructing floor surface 16 through a connecting pipe 34, and each cover frame 30 is also mutually connected. Thereafter, the section covered with each cover frame 30 is constructed, the fixation of each cover frame 30 with the connecting pipe 34 and the mutual connection of each cover frame 30 are released. After each cover frame 30 is successively raised by the raising and lowering mechanism 32, each cover frame 30 is connected and fixed through a new connecting pipe 34, and each cover frame 30 is also mutually connected to construct the covered section, whereby the building is constructed.

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、天候に左右されること
なくビルを構築できるビル構築工法およびビル構築装置
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction method and a building construction apparatus capable of constructing a building without being affected by the weather.

【0002】[0002]

【従来の技術】従来、この種のビル構築用補助具として
特開平4−149380号公報記載の仮設用に適したエ
アドームが知られている(図11および図12参照)。
2. Description of the Related Art Conventionally, an air dome suitable for temporary construction described in Japanese Patent Laid-Open No. 4-149380 is known as an auxiliary tool for building construction of this type (see FIGS. 11 and 12).

【0003】本例は、内部に空気を充填する気密室が形
成され、空気充填時に上方に突出した形状になる本体を
有するエアドームテントであり、隣接するエアドームテ
ントの縫い目を被覆する接合シートがエアドームテント
の適所に設けられたもので、このエアドームテントの両
端を仮設用足場に固定させることにより、ビル等の建築
物の上部を被覆し、この被覆区域を構築するためのもの
である。
[0003] This example is an air dome tent having a main body having an airtight chamber filled with air formed therein and protruding upward when the air is filled. It is provided in an appropriate place of the tent, and is for fixing the both ends of the air dome tent to temporary scaffolds to cover the upper part of a building such as a building and to construct this covered area.

【0004】なお、図11および図12中1は建築物、
2はエアドームテント、2aは本体、3は接合シート、
4は綱、5は親綱、6は仮設用足場を示す。
Incidentally, 1 in FIGS. 11 and 12 is a building,
2 is an air dome tent, 2a is a main body, 3 is a joining sheet,
4 is a rope, 5 is a parent rope, and 6 is a scaffold for temporary construction.

【0005】[0005]

【発明が解決しようとする課題】従来は前記の通り、エ
アドームテントにより建築物の上部を、両側(図11に
おいて前後側)を開放させた状態で被覆させただけであ
るため、風雨の激しい場合、エアドームテントの両側か
ら風雨がエアドームテント内に侵入し、被覆区域内が風
雨にさらされ、構築が不可能となることが問題となって
いた。
Conventionally, as described above, since the upper part of the building is simply covered by the air dome tent with both sides (front and rear sides in FIG. 11) open, when the wind and rain are severe. It has been a problem that wind and rain penetrate into the air dome tent from both sides of the air dome tent, and the inside of the covered area is exposed to the wind and rain, making it impossible to construct.

【0006】また、エアドームテントの長さ方向の両端
のみを仮設用足場に固定させるため、エアドームテント
が前後方向(図11において前後方向)に揺れ易く、前
記同様風雨が激しい場合、エアドームテントと仮設用足
場との固定が緩み(解除され)、エアドームテントが建
築物から飛散する恐れがあることが問題となっていた。
Also, since only the longitudinal ends of the air dome tent are fixed to the temporary scaffolding, the air dome tent is easily swayed in the front-rear direction (front-rear direction in FIG. 11). There was a problem that the air dome tent could be scattered from the building due to the looseness (release) of the fixing to the scaffold.

【0007】また、エアドームテントは幅方向側にのみ
連結可能で、長さ方向側には連結不可能であるため、建
築物の形状が特異なもの、例えば平面十字状のものにお
いては、中央部分が縦方向あるいは横方向のどちらか一
方に分断され、分断部分の構築が不可能であり、多種多
様の建築物への転用が不可能となり、種々の建築物に対
して多種類のエアドームテントを用意しておく必要があ
り、在庫管理が煩雑であることが問題となっていた。
Further, since the air dome tent can be connected only in the width direction side and cannot be connected in the length direction side, in the case of a building having a peculiar shape, for example, a plane cross shape, the central portion Is divided into either the vertical direction or the horizontal direction, it is impossible to construct the divided part, it is impossible to convert to various buildings, and various types of air dome tents can be used for various buildings. It was necessary to prepare it, and the problem was that inventory management was complicated.

【0008】また、エアドームテントはビルの上部を被
覆するだけであり、ビルを補強することが不可能であっ
た。
Further, the air dome tent only covers the upper part of the building and it is impossible to reinforce the building.

【0009】本発明は、このような欠点に鑑み、確実に
ビルの上部を被覆することができ、かつビルの強度を向
上させることができるビル構築工法およびビル構築装置
を提供することを目的とするものである。
In view of such drawbacks, it is an object of the present invention to provide a building construction method and a building construction apparatus capable of reliably covering the upper part of the building and improving the strength of the building. To do.

【0010】[0010]

【課題を解決するための手段】本発明のビル構築工法
は、ビル構築において、ビルの上方に、着脱自在の防水
シートを表面に装着させ、かつ中央から両端に向けて低
く傾斜させた被覆枠を複数個、昇降機構により順次位置
させた後、各被覆枠をビルの構築床面に既に構築された
連結管と新たな連結管を介在させて連結固定させると共
に、各被覆枠をそれぞれ連結させた後、各被覆枠により
被覆された区域を構築した後、各被覆枠と連結管との固
定を解除させると共に、各被覆枠のそれぞれの連結を解
除させ、昇降機構により各被覆枠を順次上昇させた後、
再び新たな連結管を介在させて各被覆枠を連結固定させ
ると共に、各被覆枠をそれぞれ連結させて被覆区域を構
築することによりビルを構築することを特徴とするもの
である。
In the building construction method of the present invention, in building construction, a detachable waterproof sheet is attached to the surface above the building, and the covering frame is inclined downward from the center toward both ends. After sequentially positioning a plurality of them by the elevating mechanism, each covering frame is connected and fixed while interposing a connecting pipe already built on the building floor of the building and a new connecting pipe, and connecting each covering frame respectively. After constructing the area covered by each covering frame, release the fixing of each covering frame and the connecting pipe, release each connection of each covering frame, and raise each covering frame sequentially by the elevating mechanism. After letting
It is characterized in that a building is constructed by connecting the covering frames again by interposing a new connecting pipe and connecting the covering frames to construct a covering area.

【0011】また、本発明のビル構築装置は、中央から
両端に向けて低く傾斜させた枠体の表面に防水シートが
着脱自在に装着されてなる被覆枠を複数個、昇降機構に
より順次昇降させることを特徴とするものである。
Further, in the building construction apparatus of the present invention, a plurality of covering frames each having a waterproof sheet detachably attached to the surface of a frame body which is slanted downward from the center toward both ends are sequentially moved up and down by an elevating mechanism. It is characterized by that.

【0012】[0012]

【実施例】本発明に係るビル構築装置について、図1〜
図10に基づいて説明する。
1 is a block diagram of a building construction apparatus according to the present invention.
A description will be given based on FIG.

【0013】中央から両端に向けて低く傾斜させた枠体
10の表面に、防水シート12が着脱自在に装着されて
いる。本実施例において、枠体10は一種類あるいは複
数種類のパイプ材から構成され、屋根型に形成されてお
り、構築させるビル14の構築床面16の面積に対応さ
せて順次パイプ材を連結、取外すことにより大きさを変
更させることができる。
A waterproof sheet 12 is detachably attached to the surface of the frame body 10 which is inclined low from the center toward both ends. In this embodiment, the frame body 10 is made of one kind or a plurality of kinds of pipe materials, is formed in a roof shape, and sequentially connects the pipe materials corresponding to the area of the building floor surface 16 of the building 14 to be built, The size can be changed by removing it.

【0014】また、枠体10を屋根型に形成させてある
のは、枠体10上に落下した雨水を下方に搬出させ易く
して枠体10上に雨水が溜まるのを防止するためであ
る。
Further, the reason why the frame body 10 is formed in a roof shape is to prevent rainwater that has fallen on the frame body 10 from being carried out downward and prevent rainwater from collecting on the frame body 10. .

【0015】また、防水シート12は長方形型であり、
素材は天然ラテックス、ネオプレン等である。
Further, the waterproof sheet 12 is a rectangular type,
The material is natural latex, neoprene, or the like.

【0016】また、各防水シート12間の連結は、図3
〜図5に示すように、各防水シート12の縦方向の両端
に、連結孔18を貫通させた連結継手20が設けられ、
この連結孔18に連結ボルト22を挿通させ、連結ボル
ト22にナット24を螺入させることにより固定させて
連結させる。
The connection between the waterproof sheets 12 is as shown in FIG.
As shown in FIG. 5, a coupling joint 20 having a coupling hole 18 penetrating is provided at each longitudinal end of each waterproof sheet 12.
A connecting bolt 22 is inserted through the connecting hole 18, and a nut 24 is screwed into the connecting bolt 22 so as to be fixed and connected.

【0017】また、防水シート12の横方向と枠体10
との連結は、図6および図7に示すように、防水シート
12を枠体10の一個のパイプ材に巻回させ、紐等の固
定具19により固定させ、隣接するパイプ材間は、各パ
イプ材に防水シート12を巻回固定させると共に、連結
用シート26により表面を被覆させてある。
The lateral direction of the waterproof sheet 12 and the frame 10
6 and 7, the waterproof sheet 12 is wound around one pipe member of the frame body 10 and fixed by a fixture 19 such as a string, and the adjacent pipe members are connected to each other as shown in FIGS. 6 and 7. The waterproof sheet 12 is wound and fixed on the pipe material, and the surface thereof is covered with a connecting sheet 26.

【0018】前記枠体10および防水シート12により
被覆枠30が構成され、被覆枠30はビル14の構築床
面16の数分の1の幅を有するものであり、数個の被覆
枠30によりビル14の上部を被覆させるものである。
A covering frame 30 is composed of the frame 10 and the waterproof sheet 12, and the covering frame 30 has a width which is a fraction of the construction floor surface 16 of the building 14, and is composed of several covering frames 30. The upper part of the building 14 is covered.

【0019】例えば、被覆枠30がビル14の構築床面
16の1/10の幅を有するものとすると、10個の被
覆枠30によりビル14の上部を被覆できる。
For example, assuming that the covering frame 30 has a width of 1/10 of the construction floor surface 16 of the building 14, ten covering frames 30 can cover the upper part of the building 14.

【0020】図1および図2に示すように、被覆枠30
の昇降機構32が設けられている。本実施例において、
昇降機構32はクレーン車である。
As shown in FIGS. 1 and 2, the covering frame 30
Elevating mechanism 32 is provided. In this example,
The lifting mechanism 32 is a mobile crane.

【0021】また、被覆枠30に連結させるための連結
管34が図1、図8〜図10に示されている。本実施例
の連結管34は中空の単管であり、被覆枠30との連結
固定は、固定孔36が設けられた継手管38および各連
結管34に回動自在に設けられた固定具40によるもの
であり、継手管38の固定孔36に各連結管34の固定
具40を挿入させ、この固定具40を回動させることに
より両者を固定するものである。
A connecting pipe 34 for connecting to the covering frame 30 is shown in FIGS. 1 and 8 to 10. The connection pipe 34 of the present embodiment is a hollow single pipe, and the connection and fixation with the covering frame 30 is performed by a joint pipe 38 having a fixing hole 36 and a fixture 40 rotatably provided on each connection pipe 34. The fixing tool 40 of each connecting tube 34 is inserted into the fixing hole 36 of the joint tube 38, and the fixing tool 40 is rotated to fix the both.

【0022】なお、図中42は昇降機構の吊上用フッ
ク、44は同、吊上用ワイヤー、46は被覆枠30に装
着させたワイヤー、48はコンクリート、50は被覆枠
30の連結部分を示す。
In the figure, 42 is a lifting hook of the lifting mechanism, 44 is a lifting wire, 46 is a wire attached to the covering frame 30, 48 is concrete, and 50 is a connecting portion of the covering frame 30. Show.

【0023】本実施例のビル構築装置を使用してビル構
築を行う工法を図1〜図10に基づいて説明する。
A construction method for constructing a building using the building construction apparatus of this embodiment will be described with reference to FIGS.

【0024】まず、ビル14の構築床面16の数分の1
の幅に対応させて被覆枠30を複数個形成する。本実施
例において、枠体10はパイプ材により構成されている
ため、このパイプ材を組合せて使用することにより、ビ
ル14の構築床面16の数分の1の幅に対応する屋根型
に形成させる。この際、各被覆枠30に対応させて防水
シート12を表面に装着させる。
First, a fraction of the construction floor surface 16 of the building 14
A plurality of covering frames 30 are formed in correspondence with the width of the. In this embodiment, since the frame body 10 is made of pipe material, by using the pipe materials in combination, the frame body 10 is formed into a roof shape corresponding to a width of a fraction of the construction floor surface 16 of the building 14. Let At this time, the waterproof sheet 12 is attached to the surface corresponding to each covering frame 30.

【0025】次に、各被覆枠30をビル14の上方(構
築床面16の上部)に昇降機構32を介して順次位置さ
せる。
Next, each covering frame 30 is sequentially positioned above the building 14 (upper part of the building floor 16) via the elevating mechanism 32.

【0026】この際、本実施例において、各被覆枠30
と昇降機構32との連結はワイヤー46によるものであ
るが、各被覆枠30にフック(図示略)を取付け、この
フックに昇降機構32の吊上用フック42を直接連結さ
せることも可能である。
At this time, in the present embodiment, each covering frame 30
Although the connection between the elevating mechanism 32 and the elevating mechanism 32 is performed by the wire 46, it is also possible to attach a hook (not shown) to each covering frame 30 and directly connect the hoisting hook 42 of the elevating mechanism 32 to this hook. .

【0027】次に、各被覆枠30を、ビル14の構築床
面16に既に構築された連結管34と新たな連結管34
を介して連結固定させる。この際、両連結管34は継手
管38および固定具40により連結固定させる。
Next, each of the covering frames 30 is connected to the connection pipe 34 already constructed on the construction floor surface 16 of the building 14 and a new connection pipe 34.
Connect and fix via. At this time, the two connecting pipes 34 are connected and fixed by the joint pipe 38 and the fixture 40.

【0028】ここで、ビル14の1階を構築する際、基
礎工事された床面には連結管34が配設されていないた
め、連結管34を支持具(図示略)等を介して立設支持
させることが必要となる。
Here, when the first floor of the building 14 is constructed, since the connecting pipe 34 is not disposed on the floor surface on which the foundation work has been carried out, the connecting pipe 34 is erected via a support tool (not shown) or the like. It is necessary to support the installation.

【0029】次に、各被覆枠30をそれぞれ連結させ
る。この際、連結手段は特に問わない。
Next, the covering frames 30 are connected to each other. At this time, the connecting means is not particularly limited.

【0030】次に、各被覆枠30により被覆された区域
の構築を行う。
Next, the area covered by each covering frame 30 is constructed.

【0031】この際、構築に必要な資材を地上から搬入
させるには、被覆区域内に設置されたクレーン等の引上
げ装置(図示略)を使用し、搬入部分の防水シート12
を各被覆枠30から取外し、その部分から搬入を行う。
At this time, in order to carry in the materials necessary for construction from the ground, a lifting device (not shown) such as a crane installed in the covered area is used, and the waterproof sheet 12 at the carrying-in portion is used.
Is removed from each covering frame 30 and carried in from that portion.

【0032】また、構築後、連結管34がビル14の柱
中に埋設される場合は問題ないが、連結管34がビル1
4の壁中に埋設される場合、埋設された連結管34の近
部に打設されるコンクリート層が薄くなり、ひび割れ
(強度低下)の原因となり易いため、連結管34の近部
に補強用金網28を配設させることにより、ひび割れの
防止を行う。本実施例において、補強用金網28は幅1
m、長さはビル14の1階の高さとほぼ同等、の金網で
ある。
After the construction, there is no problem if the connecting pipe 34 is buried in the pillar of the building 14, but the connecting pipe 34 is not included in the building 1.
When buried in the wall of No. 4, the concrete layer that is cast near the buried connecting pipe 34 becomes thin, which easily causes cracks (reduced strength). By disposing the wire net 28, cracking is prevented. In this embodiment, the reinforcing wire mesh 28 has a width of 1
It is a wire mesh with a length of m and a length almost equal to the height of the first floor of the building 14.

【0033】構築完了後、各被覆枠30と連結管34と
の連結固定を解除すると共に、各被覆枠30のそれぞれ
の連結を解除し、各被覆枠30を昇降機構32を介して
順次上方に移動させる。
After the construction is completed, the connection and fixation between the respective covering frames 30 and the connecting pipes 34 are released, the respective connecting parts of the respective covering frames 30 are released, and the respective covering frames 30 are sequentially moved upward through the elevating mechanism 32. To move.

【0034】再び移動させた各被覆枠30を新たな連結
管34を介してビル14の上方に連結固定させると共
に、各被覆枠30をそれぞれ連結し、各被覆枠30によ
り被覆された区域を構築する。
The covering frames 30 moved again are connected and fixed above the building 14 via new connecting pipes 34, and the covering frames 30 are connected to each other to construct the area covered by the covering frames 30. To do.

【0035】この作業を順次繰り返し行うことによりビ
ル14を上方に向けて構築する。
By repeating this work in sequence, the building 14 is constructed so as to face upward.

【0036】ビル構築終了後、防水シート12の取外
し、枠体10(複数連結されたパイプ材)を解体するこ
とにより各被覆枠30を取外し、運搬し、次使用に供す
ることができ、何回も再利用することができる。
After the construction of the building is completed, by removing the waterproof sheet 12 and disassembling the frame body 10 (a plurality of connected pipe members), each covering frame 30 can be removed, transported and used for the next use. Can also be reused.

【0037】また、本発明で使用する連結管34はビル
構築後、ビル14内に埋設された状態となり、ビル14
の強度を向上させることができ、また中空の連結管34
内にグラウト剤を挿入させることにより、ビル14の強
度をより向上させることができる。
Further, the connecting pipe 34 used in the present invention is embedded in the building 14 after the building is constructed.
Of the hollow connecting pipe 34
The strength of the building 14 can be further improved by inserting the grout agent therein.

【0038】また、連結管34は中空であるため、ビル
14内に埋設された連結管34内に耐震実験用のセンサ
ーを挿入させることにより、地震時のビルの応力解析等
のデータ収集を長期間にわたって行うことができる。
Further, since the connecting pipe 34 is hollow, by inserting a sensor for seismic resistance test into the connecting pipe 34 embedded in the building 14, data collection such as stress analysis of the building at the time of earthquake can be prolonged. Can be done over a period of time.

【0039】なお、本発明のビル構築工法に使用する被
覆枠30は複数のパイプ材からなる枠体10により構成
されているが、一個の枠体で構成させうることは自明の
ことであり、また昇降機構32はクレーン車であるが、
タワークレーン等、他の昇降自在な機構であればよい。
Although the covering frame 30 used in the building construction method of the present invention is composed of the frame body 10 made of a plurality of pipe materials, it is obvious that it can be composed of one frame body. The lifting mechanism 32 is a crane truck,
Any other mechanism such as a tower crane that can be raised and lowered can be used.

【0040】また、本発明のビル構築工法に使用する被
覆枠30は複数個であるが、構築するビルが小型のもの
であれば、一個の被覆枠30により構築することが可能
となり、この際、各被覆枠30のそれぞれの連結作業が
皆無となり、構築時間の短縮を図ることができることは
自明のことである。
Further, although there are a plurality of covering frames 30 used in the building construction method of the present invention, if the building to be constructed is small, it is possible to construct with one covering frame 30. It is self-evident that the work of connecting the covering frames 30 to each other is eliminated and the construction time can be shortened.

【0041】また、本発明に係る各被覆枠30の外面に
広告を付すことにより、ビル構築中の際、近隣への広告
表示具としても使用できる。
Further, by attaching an advertisement to the outer surface of each covering frame 30 according to the present invention, it can be used as an advertisement display tool for the neighborhood when a building is being constructed.

【0042】[0042]

【発明の効果】本発明に係るビル構築工法およびビル構
築装置によれば、複数個の被覆枠によりビルの上部を確
実に被覆できるので、悪天候に左右されることなくビル
構築を行うことができる。
According to the building construction method and the building construction apparatus of the present invention, the upper part of the building can be surely covered by the plurality of covering frames, so that the building can be constructed without being affected by bad weather. .

【0043】また、構築後、各連結管はビル内に埋設さ
れるため、ビルの強度を向上させることができる。
Further, since each connecting pipe is buried in the building after construction, the strength of the building can be improved.

【0044】また、被覆枠は中央から両端に向けて低く
傾斜させてあるため、被覆枠上に落下した雨水を下方に
案内し、被覆枠に装着された防水シート上に雨水が溜ま
るのを防止することができる。
Further, since the covering frame is slanted downward from the center toward both ends, it guides the rainwater that has dropped onto the covering frame downward and prevents rainwater from collecting on the waterproof sheet mounted on the covering frame. can do.

【0045】また、ビル構築装置は構造が簡易であり、
運搬が容易であるため、ビル構築の工期の短縮化、工費
の激減化を図ることができる。
The building construction apparatus has a simple structure,
Since it is easy to transport, the construction period for building can be shortened and the construction cost can be drastically reduced.

【0046】また、構築後、連結管がビルの壁中に埋設
される場合、ひび割れ(強度低下)の原因となり易いた
め、連結管の近部に補強用金網を配設させることによ
り、ひび割れを防止することができる。
Further, when the connecting pipe is buried in the wall of the building after construction, it is likely to cause cracks (decrease in strength). Therefore, by disposing a reinforcing wire mesh near the connecting pipes, the cracks are prevented. Can be prevented.

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

【図1】本発明に係るビル構築装置の使用状態を示す正
面図。
FIG. 1 is a front view showing a usage state of a building construction apparatus according to the present invention.

【図2】同、平面図。FIG. 2 is a plan view of the same.

【図3】隣接する防水シートの連結部を示す側面図。FIG. 3 is a side view showing a connecting portion between adjacent waterproof sheets.

【図4】同、拡大断面図。FIG. 4 is an enlarged sectional view of the same.

【図5】同、平面図。FIG. 5 is a plan view of the same.

【図6】防水シート端部の連結部を示す側面図。FIG. 6 is a side view showing a connecting portion at the end of the waterproof sheet.

【図7】同、隣接する防水シート端部間の連結部を示す
側面図。
FIG. 7 is a side view showing a connecting portion between adjacent waterproof sheet ends.

【図8】各連結管の連結部を示す正面図。FIG. 8 is a front view showing a connecting portion of each connecting pipe.

【図9】同、縦断面図。FIG. 9 is a vertical sectional view of the same.

【図10】構築されたビル内の連結管近部の縦断面図。FIG. 10 is a vertical cross-sectional view of the vicinity of a connecting pipe in a built building.

【図11】従来例を示す斜視図。FIG. 11 is a perspective view showing a conventional example.

【図12】同、要部拡大断面図。FIG. 12 is an enlarged cross-sectional view of the same.

【符号の説明】[Explanation of symbols]

10 枠体 12 防水シート 14 ビル 16 構築床面 28 補強用金網 30 被覆枠 32 昇降機構 34 連結管 10 Frame 12 Waterproof Sheet 14 Building 16 Construction Floor 28 Reinforcing Wire Mesh 30 Covering Frame 32 Lifting Mechanism 34 Connecting Pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 ビル構築において、ビル(14)の上方に、
着脱自在の防水シート(12)を表面に装着させ、かつ中央
から両端に向けて低く傾斜させた被覆枠(30)を複数個、
昇降機構(32)により順次位置させた後、各被覆枠(30)を
ビル(14)の構築床面(16)に既に構築された連結管(34)と
新たな連結管(34)を介在させて連結固定させると共に、
各被覆枠(30)をそれぞれ連結させた後、各被覆枠(30)に
より被覆された区域を構築した後、各被覆枠(30)と連結
管(34)との固定を解除させると共に、各被覆枠(30)のそ
れぞれの連結を解除させ、昇降機構(32)により各被覆枠
(30)を順次上昇させた後、再び新たな連結管(34)を介在
させて各被覆枠(30)を連結固定させると共に、各被覆枠
(30)をそれぞれ連結させて被覆区域を構築することによ
りビルを構築することを特徴とするビル構築工法。
1. In building construction, above the building (14),
A removable waterproof sheet (12) is attached to the surface, and a plurality of covering frames (30) are slanted from the center to both ends,
After sequentially positioning by the lifting mechanism (32), each covering frame (30) intervenes the connecting pipe (34) already built on the building floor surface (16) of the building (14) and the new connecting pipe (34). And connect and fix it,
After connecting each coating frame (30) respectively, after constructing the area covered by each coating frame (30), release the fixation of each coating frame (30) and the connecting pipe (34), Releasing the connection of each coating frame (30), each lifting frame (32)
After sequentially raising (30), each covering frame (30) is connected and fixed again by interposing a new connecting pipe (34), and each covering frame is also fixed.
A building construction method characterized in that a building is constructed by connecting (30) to each other to construct a covered area.
【請求項2】 構築させた連結管(30)の近部に補強用金
網(28)を配設させることを特徴とする請求項1記載のビ
ル構築工法。
2. The building construction method according to claim 1, wherein a reinforcing wire net (28) is arranged near the constructed connecting pipe (30).
【請求項3】 中央から両端に向けて低く傾斜させた枠
体(10)の表面に防水シート(12)が着脱自在に装着されて
なる被覆枠(30)を複数個、昇降機構(32)により順次昇降
させることを特徴とするビル構築装置。
3. An elevating mechanism (32) comprising a plurality of covering frames (30) in which a waterproof sheet (12) is removably attached to the surface of a frame body (10) inclined downward from the center toward both ends. A building construction device characterized by being raised and lowered sequentially.
JP33894893A 1993-12-02 1993-12-02 Building construction method and building construction equipment Expired - Lifetime JP2779893B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33894893A JP2779893B2 (en) 1993-12-02 1993-12-02 Building construction method and building construction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33894893A JP2779893B2 (en) 1993-12-02 1993-12-02 Building construction method and building construction equipment

Publications (2)

Publication Number Publication Date
JPH07158284A true JPH07158284A (en) 1995-06-20
JP2779893B2 JP2779893B2 (en) 1998-07-23

Family

ID=18322839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33894893A Expired - Lifetime JP2779893B2 (en) 1993-12-02 1993-12-02 Building construction method and building construction equipment

Country Status (1)

Country Link
JP (1) JP2779893B2 (en)

Also Published As

Publication number Publication date
JP2779893B2 (en) 1998-07-23

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