JPS63251545A - Execution of building structure - Google Patents
Execution of building structureInfo
- Publication number
- JPS63251545A JPS63251545A JP8414687A JP8414687A JPS63251545A JP S63251545 A JPS63251545 A JP S63251545A JP 8414687 A JP8414687 A JP 8414687A JP 8414687 A JP8414687 A JP 8414687A JP S63251545 A JPS63251545 A JP S63251545A
- Authority
- JP
- Japan
- Prior art keywords
- side walls
- constructing
- foundation
- site
- building
- 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
- 238000000034 method Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、都市域等の狭小な施工現場における建築構
造物の施工方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a method of constructing a building structure at a narrow construction site such as in an urban area.
(従来技術及びその欠点)
都市域等においては、狭小な敷地に家屋等の建築構造物
が相互に境界を接して施工されていることが多く、これ
ら建物の老朽化による立替の需要が近年増大している。(Prior art and its disadvantages) In urban areas, buildings such as houses are often constructed on narrow sites bordering each other, and the demand for replacement of these buildings as they age has increased in recent years. are doing.
ところで、これら建物の立替えを行う場合、二階建或は
三階建等といった建物を狭小な敷地一杯に施工すること
により、高価な敷地を出来るだけ有効に利用したいとい
うのが施工主の常に希望するところである。しかし、そ
のような施工を行なう場合、その建物には以下のような
欠点があった。ll1lち、建物を敷地一杯に施工する
ためにはその側壁を、左右の隣接する建物の側壁と接す
るようにして施工しなければならず、その場合、施工す
る建物の側壁の、左右に隣合う建物の側壁と接する部分
の壁面にはモルタルの塗#等といった仕上施工が出来な
いという欠点があった。By the way, when rebuilding these buildings, it is always the desire of the construction owner to use the expensive site as effectively as possible by constructing a two- or three-story building to fill the narrow site. This is the place to do it. However, when such construction was carried out, the building had the following drawbacks. In order to construct a building to fill the entire site, it must be constructed so that its side walls are in contact with the side walls of adjacent buildings on the left and right. There was a drawback in that finishing work such as mortar coating could not be applied to the wall surfaces in contact with the side walls of the building.
(発明の目的)
この発明は、前記欠点を解消するためになされたもので
あって、建物を敷地一杯に施工することが出来、且つ、
その建物の側壁の、左右に隣合う建物の側壁と接する部
分の壁面にも仕上施工が出来るようになされた建築構造
物の施工方法を提供することを目的とするものである。(Object of the invention) This invention was made to eliminate the above-mentioned drawbacks, and it is possible to construct a building to fill the entire site, and,
To provide a method for constructing an architectural structure, which allows finishing work to be carried out even on the wall surface of the side wall of the building in contact with the side wall of the building adjacent to the left and right.
(実施例)
以下に、この発明の実施例を図面を参照しつつ説明する
。なお、この明細書において、前とは第2図下を、後と
は同図上をいう。(Example) Examples of the present invention will be described below with reference to the drawings. In this specification, the term "front" refers to the bottom of Figure 2, and the term "back" refers to the top of the same figure.
この実施例の施工は、両隣に他の家屋等の建築構造物x
、Yが境界を接して施工されている等の理由により、両
隣の敷地に入るような足場を築いたり、両隣の敷地に作
業者が立入ったりすることの出来ないといった敷地Gに
おいて以下のように行なわれる。即ち、先ず敷地Gの左
右側部に建築構造物lの左右側壁2がそれぞれ後述する
ようにして載せられる基礎3と、これら基礎3の間に、
前後所定の間隔で渡される地中梁4及び床面5を鉄筋コ
ンクリートによって施工し、前記基礎3の地上部には前
後に所定間隔で上へ向いて開放した凹所6を形成する。In the construction of this example, there are other architectural structures such as houses on both sides.
, Y is constructed adjacent to the border, and for some reason, it is not possible to build scaffolding or allow workers to enter the sites on both sides. It will be held in That is, first, there are foundations 3 on which the left and right side walls 2 of the building structure I are placed on the left and right sides of the site G, as will be described later, and between these foundations 3,
Underground beams 4 and floor surfaces 5 extending at predetermined intervals from front to back are constructed of reinforced concrete, and upwardly open recesses 6 are formed at predetermined intervals from front to back on the above-ground part of the foundation 3.
これら凹所6は基礎3それぞれの前後に最低2か所設け
れば良いものである。It is sufficient that at least two of these recesses 6 are provided before and after each of the foundations 3.
次に、右側の凹所6には右端を、左側の凹所6には左端
をそれぞれ位置させる状態で案内レール7を床面5に取
付ける。第3図に示すように、案内レール7は断面形状
口状となされており、一対の対向立壁7Aとこれら対向
立J17Aの上端に内方張り出し状に連設された水平縁
7Bとを有しており、これらの取付けは、予め床面5に
取付けられたポルト8にL字アングル9を取付けて案内
レール7を固定することにより行なう、然る後、基礎3
との間の左右側にそれぞれ作業スペース14を開けるよ
うにするとともに、下部が後述する台車12の通過を妨
げないようにして、床面5に仮設構造物11を組み立て
る。なお、この仮設構造物11は、鉄骨等の仮設材をボ
ルト、ナツト等により組み立てることによりつくられる
。このような作業の後、以下のようにして台車12を案
内レール7に案内させるようにする。即ち、台車12は
台車本体21と、この台車本体21の一端に上方突出状
に取付けられた、油圧シリンダー17を備える垂直ジヤ
ツキ13とを有しており、案内レール7の中央寄りの一
端へ1台車本体21をその垂直ジヤツキ13が取付けら
れてる一端から挿通して案内させ、垂直ジヤツキ13の
上端が仮設構造物11の左右側に沿って外側に並ぶよう
にする。なお、垂直ジヤツキ13に荷重が作用すること
により台車12が転倒しようとしても1台車12は水平
縁7Bに当たるため転倒することはない、このようにし
て台車12を並べた後、建築構造物1の左右側壁2を、
その下端を屯直ジヤツキ13の上端に載せるよう、以下
のようにして施工する0、即ち、垂直ジヤツキ13の上
端に側壁2の枠材22を載せ、この枠材22を下端とし
て枠体23を仮設構造物11に仮連結した状態で組立て
、この枠体23に壁面パネル24を取付ける。このとき
、他の建築構造物X、Yと施工中の左右側壁2との間に
は作業スペース14があるので、左右側壁2の外側には
モルタルの塗布や装飾パネルの打付は等の仕上施工が行
なわれる。Next, the guide rail 7 is attached to the floor surface 5 with the right end located in the right recess 6 and the left end located in the left recess 6. As shown in FIG. 3, the guide rail 7 has a mouth-shaped cross section, and includes a pair of opposing vertical walls 7A and a horizontal edge 7B extending inward from the upper ends of these opposing vertical walls J17A. These installations are performed by attaching the L-shaped angle 9 to the port 8 that has been attached to the floor surface 5 in advance and fixing the guide rail 7. After that, the foundation 3 is attached.
The temporary structure 11 is assembled on the floor surface 5 so that a work space 14 is opened on the left and right sides between the two, and the lower part does not obstruct the passage of a trolley 12, which will be described later. Note that this temporary structure 11 is made by assembling temporary materials such as steel frames using bolts, nuts, and the like. After such work, the cart 12 is guided by the guide rail 7 in the following manner. That is, the truck 12 has a truck main body 21 and a vertical jack 13 provided with a hydraulic cylinder 17 that is attached to one end of the truck main body 21 in an upwardly protruding manner. The truck body 21 is inserted and guided from one end where the vertical jack 13 is attached, so that the upper ends of the vertical jack 13 are lined up on the outside along the left and right sides of the temporary structure 11. Note that even if the carts 12 try to fall due to a load acting on the vertical jacks 13, one cart 12 will not fall because it hits the horizontal edge 7B. After arranging the carts 12 in this way, The left and right side walls 2,
The frame material 22 of the side wall 2 is placed on the upper end of the vertical jack 13, and the frame member 23 is constructed with the frame material 22 as the lower end. It is assembled in a state where it is temporarily connected to the temporary structure 11, and a wall panel 24 is attached to this frame 23. At this time, since there is a work space 14 between the other building structures X and Y and the left and right side walls 2 under construction, finishing such as applying mortar and attaching decorative panels to the outside of the left and right side walls 2 is necessary. Construction will take place.
このようにして仕上施工が行なわれた後、左右側の台車
12をそれぞれ同時に水平移動させるようにする。なお
、この移動は作業者が左右側の台車12をそれぞれ同時
に押して行なうが、自動的に行なうようにしても良いの
は勿論である。また。After finishing work is carried out in this manner, the left and right carts 12 are horizontally moved simultaneously. Note that this movement is performed by an operator pushing the left and right carts 12 at the same time, but it is of course possible to perform this movement automatically. Also.
このとき、仮設構造物11の上部及び中間部には水平ジ
ヤツキ15が取付けられ、これら水平ジャッキ15を台
車12の移動に合わせて伸張させて左右側壁2を外方へ
押すようにし、仮設構造物11の上部には、ねじ機構等
により長さが変化される連結ロッド18を枢着し、その
自由端をそれぞれ左右側壁2と連結しておき、これらの
ねじ筒25を回転することにより連結ロッド18を台車
12の移動に合わせて伸張させる。そして、台車12を
凹所6まで水平移動させて側壁2を基礎3上方に位置さ
せ、然る後、左右側の垂直ジヤツキ13を以下のように
してそれぞれ同時に下動させる、即ち、垂直ジヤツキ1
3の油圧シリンダー17と図示しない油圧原動器とがそ
れぞれ接続されており、この油圧原動器により垂直ジヤ
ツキ13が同時に下動させられる。このことにより。At this time, horizontal jacks 15 are attached to the upper and middle parts of the temporary structure 11, and these horizontal jacks 15 are extended in accordance with the movement of the trolley 12 to push the left and right side walls 2 outward, and the temporary structure A connecting rod 18 whose length can be changed by a screw mechanism or the like is pivotally attached to the upper part of the connecting rod 11, and its free ends are connected to the left and right side walls 2 respectively, and by rotating these screw cylinders 25, the connecting rod 18 is expanded in accordance with the movement of the trolley 12. Then, the cart 12 is horizontally moved to the recess 6 to position the side wall 2 above the foundation 3, and then the left and right vertical jacks 13 are simultaneously lowered as follows.
The hydraulic cylinders 17 of No. 3 are connected to a hydraulic prime mover (not shown), and the vertical jacks 13 are simultaneously moved downward by the hydraulic prime movers. Due to this.
側壁2を基礎3上にそれぞれ121する。そして、側v
2下端と基礎3とをボルト、ナツト等により連結した後
、金型12及び案内レール7を撤去し、凹所6を鉄筋に
より補強した後コンクリートによって塞ぎ、側壁2の上
端に梁材16を掛け渡した後、連結ロッド18を取外す
とともに仮設構造物11の上部を解体し、その解体とと
もに左右側壁2の中間部にも梁材16を渡し、さらに仮
設4R造物11のF部を解体していき、仮設構造物11
を完全に解体した後は従来と同様の工法により建築構造
物1の施工を進めていく、なお、この実施例により施工
される建築構造物lは鉄骨構造物であるが、木造構造物
でも良いのはいうまでもない。The side walls 2 are each placed 121 on the foundation 3. And the side v
After connecting the lower end of 2 and the foundation 3 with bolts, nuts, etc., the mold 12 and guide rail 7 are removed, the recess 6 is reinforced with reinforcing bars, and then closed with concrete, and a beam 16 is hung on the upper end of the side wall 2. After passing, the connecting rod 18 is removed and the upper part of the temporary structure 11 is dismantled. At the same time, the beam material 16 is also passed to the middle part of the left and right side walls 2, and then the F part of the temporary 4R structure 11 is dismantled. , temporary structure 11
After complete dismantling, construction of building structure 1 will proceed using the same construction method as before.Although the building structure l constructed in this example is a steel structure, it may also be a wooden structure. Needless to say.
(発明の効果)
以上の次第でこの発す1によれば、建築構造物lの左右
側壁2は、仮設構造物11と基礎3との間に開けられた
作業スペース14内で施工されるので、それら左右側壁
2の壁面全体に仕上施工を行なうことが出来る。また、
その左右側壁2を台車12を利用して凹所6まで移動さ
せ、敷地Gの両側縁の基ia3上にそれらを載置するの
で、建物を敷地一杯に施工することが出来るものである
。(Effects of the Invention) According to the above statement 1, the left and right side walls 2 of the building structure 1 are constructed within the work space 14 opened between the temporary structure 11 and the foundation 3; Finishing work can be performed on the entire wall surface of these left and right side walls 2. Also,
The left and right side walls 2 are moved to the recess 6 using a trolley 12 and placed on the bases ia3 on both sides of the site G, so that the building can be constructed to fill the entire site.
図面はこの発明の詳細な説明するためのものであって、
第1図は施工途中の建築構造物の正面図、第2図は同モ
面図、第3図は第1図■−■線拡大矢視図である。
2・・・左右側壁、3・・・基礎、6・・・台車逃げ凹
所、7・・・案内レール、11・・・仮設構造物、12
・・・台車、13・・・垂直ジヤツキ、16・・・梁材
、G・・・敷地。
特 許 出 願 人 石 塚 紀 −代
理 人 弁理士 大西哲夫第1図
第2図The drawings are for detailed explanation of this invention,
Fig. 1 is a front view of a building structure under construction, Fig. 2 is a cross-sectional view of the same, and Fig. 3 is an enlarged view taken along the line ■-■ in Fig. 1. 2... Left and right side walls, 3... Foundation, 6... Trolley escape recess, 7... Guide rail, 11... Temporary structure, 12
... Trolley, 13... Vertical jack, 16... Beam material, G... Site. Patent applicant Nori Ishizuka - Agent Patent attorney Tetsuo Onishi Figure 1 Figure 2
Claims (1)
放の台車逃げ凹所6を有する基礎3を施工する工程と、
これら凹所6内に左右端のいずれか一方を位置させるよ
うにして案内レール7を敷地Gに設ける工程と、前記基
礎3との間にそれぞれ作業スペース14を開けて仮設構
造物11を施工する工程と、これら作業スペース14内
に上下動自在な垂直ジャッキ13を位置させる状態で、
台車12を案内レール7に案内させる工程と、これら台
車12の垂直ジャッキ13上で、左右一対の側壁2を施
工する工程と、台車12を凹所6まで水平移動させて側
壁2を基礎3上方に位置させ、垂直ジャッキ13を下降
させて側壁2を基礎3上に載置する工程と、これら左右
側壁2同士に梁材16を掛け渡す工程と、仮設構造物1
1を撤去する工程とを有する建築構造物の施工方法。A step of constructing a foundation 3 along the left and right edges of the site G, having a bogie relief recess 6 with an open top at least at the front and rear ends;
A process of installing the guide rail 7 on the site G so that one of the left and right ends is located in these recesses 6, and opening a work space 14 between each of the foundations 3 and constructing the temporary structure 11. process, and with a vertical jack 13 that can move up and down freely located in these work spaces 14,
A step of guiding the cart 12 to the guide rail 7, a step of constructing a pair of left and right side walls 2 on the vertical jacks 13 of these carts 12, and a step of horizontally moving the cart 12 to the recess 6 and moving the side wall 2 above the foundation 3. , lowering the vertical jack 13 to place the side wall 2 on the foundation 3 , spanning the left and right side walls 2 with the beams 16 , and the temporary structure 1
1. A method for constructing an architectural structure, comprising the step of removing 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8414687A JPS63251545A (en) | 1987-04-06 | 1987-04-06 | Execution of building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8414687A JPS63251545A (en) | 1987-04-06 | 1987-04-06 | Execution of building structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63251545A true JPS63251545A (en) | 1988-10-19 |
JPH0516507B2 JPH0516507B2 (en) | 1993-03-04 |
Family
ID=13822356
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8414687A Granted JPS63251545A (en) | 1987-04-06 | 1987-04-06 | Execution of building structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63251545A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5676724B1 (en) * | 2013-11-15 | 2015-02-25 | 株式会社 秀光ビルド | Construction method and building |
-
1987
- 1987-04-06 JP JP8414687A patent/JPS63251545A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5676724B1 (en) * | 2013-11-15 | 2015-02-25 | 株式会社 秀光ビルド | Construction method and building |
Also Published As
Publication number | Publication date |
---|---|
JPH0516507B2 (en) | 1993-03-04 |
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