JPS63147037A - Construction of building - Google Patents

Construction of building

Info

Publication number
JPS63147037A
JPS63147037A JP29038386A JP29038386A JPS63147037A JP S63147037 A JPS63147037 A JP S63147037A JP 29038386 A JP29038386 A JP 29038386A JP 29038386 A JP29038386 A JP 29038386A JP S63147037 A JPS63147037 A JP S63147037A
Authority
JP
Japan
Prior art keywords
floor
pedestal
frame
lifting device
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
Application number
JP29038386A
Other languages
Japanese (ja)
Other versions
JPH0715187B2 (en
Inventor
竹林 徹能
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP61290383A priority Critical patent/JPH0715187B2/en
Publication of JPS63147037A publication Critical patent/JPS63147037A/en
Publication of JPH0715187B2 publication Critical patent/JPH0715187B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • 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] 本発明はビルディングの建設工法の改良に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to improvements in building construction methods.

[従来の技術] 従来、例えば高層ビルディングの建設には一階部分から
建設し、その外壁工事、内装等の建設工事を完成した後
、順次最上階部分へと下から上へ11設するといういわ
ゆる積上げ工法が採られている。
[Prior Art] Conventionally, for example, when constructing a high-rise building, the first floor was constructed, and after the exterior wall work, interior construction work, etc. were completed, 11 buildings were built sequentially from bottom to top to the top floor. The stacking method is used.

[発明が解決しようとする問題点コ しかしながら、上記の積上げ工法では、クライミングク
レーン等の大型ir!iを必要とし、しかもその大型[
を建設するに従って最上階側に移設しなければならない
ので、その移設作業が煩雑となる問題があった。
[Problems to be solved by the invention] However, the above stacking method does not work well with large IR equipment such as climbing cranes. i, and its large size [
As the building is constructed, it must be moved to the top floor, which poses a problem in that the relocation work becomes complicated.

また、ビルディングが仕上るに従い建築材料等を最上階
まで運搬しなければならない問題があった。
Another problem was that as the building was completed, construction materials had to be transported to the top floor.

そして、作業員が毎日最上階まで昇り柊業後は地表へ降
りるという時間の掛かる無駄な行動をしなければならな
かった。さらに作業が高所作業となるので危険が伴なう
という問題があった。
In addition, workers had to climb up to the top floor every day and descend to the ground after cleaning, a time-consuming and wasteful process. Furthermore, there was a problem in that the work involved work at heights, which was dangerous.

本発明は上記問題点に鑑みてなされたちので、その目的
は、上記問題点を解消して経済性、作業性を向上すると
ともに安全性を確保できるビルディングの建設工法を提
供することにある。
The present invention has been made in view of the above-mentioned problems, and its object is to provide a building construction method that can solve the above-mentioned problems, improve economy and workability, and ensure safety.

[問題点を解決するための手段] 上記問題点を解決するために本発明は、基礎上に、建設
すべき建物の柱の位置に対応しかつ略一階分の長さの社
が挿入できる架台を設置すると共にその架台に昇降装置
を設け、架台上に最上階の梁を掛I′J渡すと共に架台
内に挿入した最上階の社の上端を上部梁に連結したのち
、該梁と柱とを昇降′に冒で略一階分持ち上げ、(の状
態で柱の下部間に次階の梁を連結したのち、昇降装置を
下げてその次階の梁を架台上で受け、その架台上の一階
分の社と梁の内外装工事を完了したのち、上記架台内に
次階の柱を挿入すると共にその最上階分を昇降装置で持
ち上げ、順次下部階を建築していくことを特徴としてい
る。
[Means for Solving the Problems] In order to solve the above problems, the present invention provides a method for inserting a pillar on the foundation that corresponds to the position of the pillars of the building to be constructed and has a length of approximately one floor. A trestle is installed, a lifting device is installed on the trestle, the top floor beam is hung on the trestle, the upper end of the top floor inserted into the trestle is connected to the upper beam, and then the beam and the column are connected. Lift up approximately one floor by lifting and lowering it, connect the beam of the next floor between the lower parts of the columns in the state of (), lower the lifting device to receive the beam of the next floor on the frame, and then After completing the interior and exterior work of the shrine and beams for one floor, the pillars for the next floor are inserted into the above-mentioned frame, and the top floor is lifted up using a lifting device, and the lower floors are successively constructed. It is said that

[作 用] かかる購成によって、この発明では梁や往などの骨組部
材及び内外装材は地表上の高さで搬送可能となり、しか
も二階の高さに該当する位置で常に一つの階層分が形成
されるので、内外装などの建設工事は効率良くしかも安
全に行なえると共に経済性も向上する。
[Function] With this purchase, in this invention, frame members such as beams and ceilings, as well as interior and exterior materials, can be transported at a height above the ground, and moreover, one floor is always transported at a position corresponding to the height of the second floor. As a result, construction work such as interior and exterior work can be carried out efficiently and safely, and economical efficiency is also improved.

[実施例] 以下本発明を図面を参照して説明する。[Example] The present invention will be explained below with reference to the drawings.

第1図から第7図には本発明の一実施例が示されている
An embodiment of the present invention is shown in FIGS. 1-7.

第1図において、架台1が建設すべき建物の社の位置に
対応して垂直に基礎15上に設置されている。架台1は
分割可能な柱状に形成されていて、その上面中央に第3
図に示すように孔2が穿設される。この孔2は、柱24
を上下方向に摺動自在に収納するように形成されている
。また、孔2の上部には第1図、第4図に示すようにロ
ーラ又はブツシュを備えて上下動する社24の傾斜を防
止する支持部3が設けられている。
In FIG. 1, a pedestal 1 is vertically installed on a foundation 15 corresponding to the position of a building to be constructed. The pedestal 1 is formed into a columnar shape that can be divided, and a third
A hole 2 is drilled as shown in the figure. This hole 2
It is formed so that it can be slidably housed in the vertical direction. Further, at the upper part of the hole 2, as shown in FIGS. 1 and 4, a support section 3 is provided which is provided with rollers or bushings and prevents the tilting of the shaft 24 which moves up and down.

そして、架台1は、その側面4a 、4aに柱24を挿
入するための細長い窓5a、5aを有し、上面には一対
の受台6.6を有している。
The frame 1 has elongated windows 5a, 5a on its side surfaces 4a, 4a for inserting the pillars 24, and has a pair of pedestals 6.6 on its upper surface.

また架台1には、受台6と90度ずれた位置に油圧シリ
ンダなどの昇降装置8.8が設けられている。さらに、
架台1は、その下部1bが地表10に打設されたり礎コ
ンクリート11を支持づる複数本のバイル12上に固定
した基礎金物13にそれぞれ設置されている。なお、1
4は基礎コンクリート11に形成した凹部で架台1はこ
の凹部14にてパイル12に直接支持されている。
Further, the pedestal 1 is provided with a lifting device 8.8 such as a hydraulic cylinder at a position 90 degrees offset from the pedestal 6. moreover,
The lower parts 1b of the frames 1 are respectively installed on foundation hardware 13 that is cast on the ground surface 10 or fixed on a plurality of biles 12 that support foundation concrete 11. In addition, 1
4 is a recess formed in the foundation concrete 11, and the pedestal 1 is directly supported by the pile 12 in this recess 14.

次に本発明のビルディング建設工法を説明する。Next, the building construction method of the present invention will be explained.

第゛1図に示すように、各昇降装置8上には最上階の天
井に相当する梁20が設δされる。この上部梁20は第
2図に示すように左右方向に延設される横梁部21と奥
行方向に延設される縦梁部22とが継手23で接続され
、格子状に形成されている。
As shown in FIG. 1, a beam 20 corresponding to the ceiling of the top floor is provided above each lifting device 8. As shown in FIG. 2, this upper beam 20 is formed in a lattice shape, with a horizontal beam portion 21 extending in the left-right direction and a vertical beam portion 22 extending in the depth direction connected by a joint 23.

この梁20を昇降′A装8上に設けたのち、最上階に相
当する柱24を架台゛1の窓5aから架台1内に挿入し
、この上端を孔2に嵌め込んだのち梁20に溶接、ボル
ト締めなどで連結する。従って柱24は孔2内で吊下さ
れてその下端部は自由にとなっている。
After this beam 20 is installed on the lift unit 8, a column 24 corresponding to the top floor is inserted into the frame 1 through the window 5a of the frame 1, and its upper end is fitted into the hole 2. Connect by welding, bolting, etc. Therefore, the pillar 24 is suspended within the hole 2 and its lower end is free.

この状態から昇降!A置8にて梁20を、第4図に示す
ように所定高さく一階分の高さ)より約数am高く持ち
」−げる。この持ち上げた状態で柱24の下部間に次階
の天井部となる梁27を連結する。
Get up and down from this state! At the A position 8, the beam 20 is raised to a predetermined height (about several am higher than the height of one floor) as shown in FIG. In this lifted state, a beam 27, which will become the ceiling of the next floor, is connected between the lower parts of the pillars 24.

この場合、始めに一対の受台6上の方向の縦梁部25を
連結したのち昇降装置8を降下さぼ受台6上に縦梁部2
5を支持させkのち、第5図に示すように、昇降装置8
上の横梁部26を連結して最上階の梁と同形の格子状の
梁27を形成する。この次階の梁27と最上階の梁20
及び社24とで最上階に相当する骨組28が形成される
In this case, first connect the vertical beam parts 25 in the direction above the pair of pedestals 6, and then lower the lifting device 8 onto the vertical beam part 25 on the pedestal 6.
After supporting the lifting device 8, as shown in FIG.
The upper cross beam portions 26 are connected to form a lattice-shaped beam 27 having the same shape as the beam on the top floor. Beam 27 on this next floor and beam 20 on the top floor
A frame 28 corresponding to the top floor is formed by the structure 24 and the structure 24.

この骨組28には外壁工事、内装工事等が施工され、第
6図に示すように最上階分30が建設される。その後第
6図に示すようにその下方の次の隔分の柱29が架台1
に搬入されて柱29の頂部は架台i nに支持された骨
組28の梁27又は最上階の柱24の下端部に連結され
ている。
Exterior wall work, interior work, etc. are performed on this frame 28, and the top floor 30 is constructed as shown in FIG. Thereafter, as shown in FIG.
The top of the pillar 29 is connected to the beam 27 of the frame 28 supported by the frame 28 or the lower end of the pillar 24 on the top floor.

このように次階の柱29が連結されたのら、その最上随
分30の梁27を昇降装置8によって上述のように略一
階分の高さ持ち上げ、その柱29を利用して上述のよう
に梁27を連結し、骨相を形成したのち内外装工事を行
なう。このような工程を順次繰返して所定の高さに達す
ると、1階に相当する階m30aが最後に形成される。
After the pillars 29 of the next floor are connected in this way, the uppermost 30 beams 27 are raised to the height of approximately one floor as described above using the lifting device 8, and the pillars 29 are used to move the beams 27 as described above. After connecting the beams 27 and forming the bone structure, interior and exterior construction is carried out. When a predetermined height is reached by repeating such steps one after another, a floor m30a corresponding to the first floor is finally formed.

このとき柱31の下端を基礎金物13に固定したのち第
7図に示すように架台1及び昇降装置8を撤去し、凹部
14に!3礎コンクリート32を流し込み社31を基礎
金物13を介してパイル12に固定させる。
At this time, after fixing the lower end of the column 31 to the base hardware 13, the pedestal 1 and lifting device 8 are removed as shown in FIG. 3. The foundation concrete 32 is poured and the concrete 31 is fixed to the pile 12 via the foundation hardware 13.

r発明の効果〕 以上説明したように本発明は通常の2階に相当する高さ
で梁及び杜を組立てて一階分を形成してその内外装の工
事を行なって一階分を建設したのち、これを順次上昇さ
せて行くことを特徴としている。
rEffects of the Invention] As explained above, in the present invention, beams and sills are assembled at a height equivalent to a normal second floor to form one floor, and the interior and exterior work is carried out to construct the first floor. The feature is that this value is then gradually increased.

従ってクライミングクレーンなどの大型重機は不要どな
るので、その設置場所を考慮しなくてもよいため、作業
面積が拡大すると共に、大型重機の設置手間が削減され
る。そして、建築材料の運搬も極めて簡易化され、作業
員の現場到達時間も短縮される。
Therefore, large-scale heavy machinery such as a climbing crane is not required, and there is no need to consider its installation location, which expands the work area and reduces the time and effort required to install the large-scale heavy machinery. The transportation of building materials is also extremely simplified, and the time it takes for workers to reach the site is also shortened.

また高所作業が回避されるので、安全性が著しく向上す
る。このため、本発明によって作業効率、好演性及び安
全性が茗しく向上する。
Also, since work at heights is avoided, safety is significantly improved. Therefore, the present invention significantly improves work efficiency, operability, and safety.

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

第1図から第7図は本発明の一実施例を示すもので、第
1図は昇降装置上に梁を設けた場合の正面図、第2図は
梁の平面図、第3図は架台の平面図、第4図は梁、柱を
一階分持ち上げた場合の正面図、第5図は最上随分の骨
粗の正面図、第6図は最上階の内外装置Iが完了した状
態の正面図、第7図は完成したビルディングの正面図で
ある。 図中、1は架台、8は界聞装冒、15は基礎、20は梁
、24,29.31は柱、28は骨組である。 特許出願人  石川島播暦重工業株式会社代理人弁理士
  絹  谷  信  雄第1図 第2図 第3図 第4図 第5図
Figures 1 to 7 show an embodiment of the present invention. Figure 1 is a front view of a beam provided on the lifting device, Figure 2 is a plan view of the beam, and Figure 3 is a pedestal. Figure 4 is a front view when the beams and columns have been lifted up one floor, Figure 5 is a front view of the bone loss on the top floor, and Figure 6 is the top floor with the internal and external device I completed. Front view, Figure 7 is a front view of the completed building. In the figure, 1 is a frame, 8 is a Kaimon installation, 15 is a foundation, 20 is a beam, 24, 29, 31 are columns, and 28 is a frame. Patent Applicant Ishikawajima Banreki Heavy Industries Co., Ltd. Representative Patent Attorney Nobuo Kinutani Figure 1 Figure 2 Figure 3 Figure 4 Figure 5

Claims (1)

【特許請求の範囲】[Claims] 基礎上に、建設すべき建物の柱の位置に対応しかつ略一
階分の長さの柱が挿入できる架台を設置すると共にその
架台に昇降装置を設け、架台上に最上階の梁を掛け渡す
と共に架台内に挿入した最上階の柱の上端を上記梁に連
結したのち、該梁と柱とを昇降装置で略一階分持ち上げ
、その状態で柱の下部間に次階の梁を連結したのち、昇
降装置を下げてその次階の梁を架台上で受け、その架台
上の一階分の柱と梁の骨組の内外装工事を完了したのち
、上記架台内に次階の柱を挿入する共にその上端を骨組
下部に連結し、その最上階の骨組を昇降装置で持ち上げ
、順次下部階を建築していくことを特徴とするビルディ
ングの建設工法。
On the foundation, a pedestal is installed that corresponds to the position of the pillars of the building to be constructed, and into which pillars approximately the length of one floor can be inserted, and a lifting device is installed on the pedestal, and the beam of the top floor is hung on the pedestal. At the same time, the upper end of the column on the top floor inserted into the frame is connected to the beam, and then the beam and column are lifted approximately one floor using a lifting device, and in this state, the beam on the next floor is connected between the bottom of the column. After that, the lifting device was lowered and the next floor's beams were placed on the pedestal, and after completing the interior and exterior work of the frame of columns and beams for the first floor on the pedestal, the next floor's columns were placed inside the pedestal. A building construction method characterized by inserting the frame and connecting the upper end to the lower part of the frame, lifting the frame on the top floor with a lifting device, and sequentially constructing the lower floors.
JP61290383A 1986-12-08 1986-12-08 Building construction method Expired - Lifetime JPH0715187B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61290383A JPH0715187B2 (en) 1986-12-08 1986-12-08 Building construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61290383A JPH0715187B2 (en) 1986-12-08 1986-12-08 Building construction method

Publications (2)

Publication Number Publication Date
JPS63147037A true JPS63147037A (en) 1988-06-20
JPH0715187B2 JPH0715187B2 (en) 1995-02-22

Family

ID=17755305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61290383A Expired - Lifetime JPH0715187B2 (en) 1986-12-08 1986-12-08 Building construction method

Country Status (1)

Country Link
JP (1) JPH0715187B2 (en)

Also Published As

Publication number Publication date
JPH0715187B2 (en) 1995-02-22

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