JPH03103547A - Skeleton construction method - Google Patents

Skeleton construction method

Info

Publication number
JPH03103547A
JPH03103547A JP23948889A JP23948889A JPH03103547A JP H03103547 A JPH03103547 A JP H03103547A JP 23948889 A JP23948889 A JP 23948889A JP 23948889 A JP23948889 A JP 23948889A JP H03103547 A JPH03103547 A JP H03103547A
Authority
JP
Japan
Prior art keywords
column
frame
joined
girders
floor
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.)
Pending
Application number
JP23948889A
Other languages
Japanese (ja)
Inventor
Nobuhiro Okuyama
信博 奥山
Junichiro Maeda
純一郎 前田
Yuji Hirabayashi
裕治 平林
Hiroo Takada
高田 博尾
Koji Kondo
弘司 近藤
Yoshikazu Abe
阿部 愛和
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP23948889A priority Critical patent/JPH03103547A/en
Publication of JPH03103547A publication Critical patent/JPH03103547A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce joining and assembling work at high places as well as risky work and, at the same time, to shorten a construction period by lifting a skeleton unit formed by joining specific beam members with a column member to build up, and constructing the skeleton. CONSTITUTION:Girders 2... expanding to right and left by about a span length are joined with both ends of a column 1 to form a skeleton unit U1. After that, girders 3... extending to right and left by a half-span length and girders 4... ar right angles to them are joined to each side of the column 1 to form a skeleton unit U2, and floor boards 5 are mounted together as a unit on each girder 3 except the column 1. Then, the skeleton unit U1 is lifted to a mounting floor by a lifting means, it is placed between existing columns 6 and 6, the column 1 is joined with a column 1 for a down floor and, at the same time, grinders 2... are joined with right and left columns 6 and 6. Tips of the girders 3, 3 and beams 8, 8 of adjacent skeleton units U2 and U2 are joined with each other at the center of a span.

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、躯体構造物をユニット化して構築するよう
にした躯体構築工法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for constructing a frame structure in which a frame structure is constructed into units.

「従来の技術」 一般的に、事務所ビルやマンションなどの建築物の躯体
構造は、鉄骨構造、あるいは鉄骨鉄筋コンクリート構造
とされている。
"Prior Art" Generally, the frame structure of buildings such as office buildings and condominiums is a steel frame structure or a steel reinforced concrete structure.

このような躯体構造を構築する場合には、一般的手法と
して、建築現場において予め基礎を構築しておき、その
基礎の上に2階〜4階分の長さを有する1節の柱を立設
しかつ柱間に大梁、小梁を架け渡して構築し、さらにク
レーンなどを用いてその上に柱及び梁をそれぞれ揚重し
ながら組み上げ、このような手順を繰り返すことにより
下階から上階へ躯体を構築施工していくものである。
When constructing such a frame structure, the general method is to construct a foundation in advance at the construction site, and then erect one-section pillars with a length of 2 to 4 floors on top of the foundation. The structure is constructed by placing large beams and small beams between the pillars, and then using a crane etc. to lift and assemble the pillars and beams respectively, and by repeating these steps, the lower floor to the upper floor can be moved. The framework will be constructed and constructed.

「発明が解決しようとする課題」 しかしながら、上記従来一般の工法によれば、必要数の
柱及び大梁、小梁をそれぞれ低階から順にクレーンにて
玉掛け揚重し、そのまま各階の所定位置にて各々組み立
てるようにしているから、揚重時間が増えるとともに、
組立て作業に時間がかかっていた。その結果、工期の短
縮化を図りにくいとともに、高階になればなるほど、揚
重時間も長くなり、また組立て時の危険作業が伴うとい
う欠点があった。
``Problems to be Solved by the Invention'' However, according to the above-mentioned conventional construction method, the required number of columns, large beams, and small beams are sling-lifted from the lower floors using cranes, and then placed at predetermined positions on each floor. Since each piece is assembled separately, the lifting time increases, and
Assembly work was time consuming. As a result, it is difficult to shorten the construction period, and the higher the story, the longer the lifting time, and there are disadvantages in that dangerous work is involved during assembly.

この発明は、上記事情に鑑みてなされたもので、組み立
て作業を簡素かつスビイーディ化し得て、工期短縮化を
図るとともに、高所での組み立て作業に伴う危険作業を
も低減することのできる躯体構築工法を提供することを
目的としている。
This invention was made in view of the above circumstances, and it is possible to construct a frame that can simplify and speed up assembly work, shorten construction time, and reduce dangerous work associated with assembly work at high places. The purpose is to provide construction methods.

「課題を解決するための手段」 この発明は、柱及び梁から主要構戊される建築構造物の
躯体を構築する工法であって、予め地上にて躯体の一部
を構成する柱部材に所定の梁部材を接合して躯体ユニノ
トとなし、これら躯体ユニットを揚重し組み立てて躯体
を構築するようにしたものである。なお、予め躯体ユニ
ットの梁部材に床版を一体に設けておくことが望ましい
``Means for Solving the Problems'' This invention is a construction method for constructing the frame of an architectural structure mainly composed of columns and beams, in which predetermined structures are attached to the column members constituting a part of the frame on the ground. The beam members are joined together to form a single frame unit, and these frame units are lifted and assembled to construct the frame. Note that it is desirable to provide the floor slab integrally with the beam member of the frame unit in advance.

「作用」 この発明の躯体構築工法によれば、予め地上にて必要な
柱部材及び梁部材からなる躯体ユニットを先組みしてお
くことで、柱部材及び梁部材の揚重回数が減るとともに
、各階での組み立て施工作業が大幅に省力化されかつ危
険作業が減ることになる。さらには、床版をも予め躯体
ユニットに一体に設けておくことで、躯体のユニット化
を促進できる。
"Operation" According to the frame construction method of the present invention, by assembling the frame unit consisting of the necessary column members and beam members in advance on the ground, the number of times the column members and beam members are lifted is reduced, and Assembly and construction work on each floor will be significantly labor-saving and dangerous work will be reduced. Furthermore, by providing the floor slab integrally with the frame unit in advance, unitization of the frame can be facilitated.

「実施例」 第1図ないし第4図はこの発明の一実施例を示している
。以下、この発明によって躯体を構築する方法を説明す
る。
Embodiment FIGS. 1 to 4 show an embodiment of the present invention. Hereinafter, a method for constructing a frame according to the present invention will be explained.

(1)  躯体ユニットの製作 この実施例の躯体ユニットUは、所定階高さを有するl
節の往1に所定数の梁2・・・を溶接あるいはボルト締
め等手段により接合してなるもので、例えば躯体の外壁
部においては、第1図および第2図に示すように、柱l
の両側面にほぼスパン長だけ左右,に延びる大粱2・・
・を接合して躯体ユニットUIを構成する。また、躯体
の内部においては、第3図および第4図に示すように、
柱Iの各側面に半スパン長だけ左右に延びる大梁3・・
・とこれに直交する大梁4・・・とを接合して躯体ユニ
ットU,を構成し、この躯体ユニットU,には、柱Iを
除く各大梁3の上に床版5を一体に取り付ける。
(1) Fabrication of the frame unit The frame unit U of this example has a predetermined story height.
It is made by joining a predetermined number of beams 2 at each joint by means such as welding or bolting.For example, in the outer wall of the frame, as shown in Figs.
On both sides, there are two large wires extending from side to side by approximately the span length.
・Construct the frame unit UI by joining. Also, inside the building frame, as shown in Figures 3 and 4,
A girder 3 extending left and right by half a span on each side of column I...
and the girders 4 perpendicular thereto are joined together to form a frame unit U, and a floor slab 5 is integrally attached to this frame unit U on each girder 3 except for the column I.

この床版5には、PC版(プレキャスト版)、半PC版
、デッキプレート等を用いる。
As the floor slab 5, a PC version (precast version), a semi-PC version, a deck plate, etc. are used.

なお、躯体ユニットU,は躯体の外壁郎に限らず、内部
の構造体にも使用される。
Note that the frame unit U is used not only for the outer wall of the frame but also for the internal structure.

(2)躯体ユニットの揚重及び取り付け外壁部などに配
置する躯体ユニットU,は、クレーン等の揚重手段によ
り取付け階へ吊り上げ、既設の柱6、6間に配置し、柱
Iを下階の柱lに溶接あるいはボルト締め等手段により
接合するとともに、大梁2・・・を左右の柱6、6に溶
接あるいはボルト締め等手段により接合する。なお、こ
の躯体ユニットU,は、既設の柱6に取り付ける代わり
に、大粱2の長さを半スパン長として、躯体ユニットU
.SUIどうしを接合すべく、スパン中央にて接合する
センタージョイント方式としても良い。
(2) Lifting and installation of the frame unit The frame unit U, which is placed on the outer wall, etc., is lifted to the installation floor using lifting means such as a crane, placed between the existing columns 6, and the column I is placed on the lower floor. The beams 2 are joined to the pillars 1 by welding or bolting, and the girders 2 are joined to the left and right columns 6 by welding or bolting. In addition, instead of attaching this frame unit U to the existing pillar 6, the frame unit U
.. In order to join SUIs, a center joint method may be used in which they are joined at the center of the span.

また、内部の躯体ユニットU2は、センタージョイント
方式とし、柱lを下階の柱lに接合するとともに、隣り
合う躯体ユニットU,、U,どぅしの大粱3、3及び小
粱8、8の先端どうしをスパン中央にて接合する。
In addition, the internal frame unit U2 is of the center joint type, and the column 1 is joined to the column 1 on the lower floor, and the adjacent frame units U, , U, Doshi's large porcelain 3, 3 and small porcelain 8, Join the tips of 8 at the center of the span.

このようにして所定階分の各躯体ユニットUU,の取付
けが終わったら、再び、その上階部分の躯体ユニットU
,,U,を揚重するとともに、上記手順により組み立て
ることで、躯体全体を組み上げていく。
After completing the installation of each frame unit UU of a predetermined floor in this way, the frame unit U of the upper floor is installed again.
,,U, and assemble them according to the above procedure to assemble the entire frame.

この実施例によれば、地上にて柱1に所定の大梁2、3
、4、小梁8を予め取り付けて躯体ユニ,トU,、U,
を製作しておくことで、高所への柱lおよび梁2、3、
4、8・・・の揚重回数を減らすことができる。また、
高所での組立溶接作業等の工数を減らすことができると
ともに、その作業に伴う危険作業および煩雑作業を大幅
に減らすことができて安全作業を確保できる。これらの
諸効果により、品質の高い躯体の構築を効率的に行うこ
とができるとともに、施工工期の短縮化を図ることがで
きる。
According to this embodiment, predetermined girders 2 and 3 are attached to the pillar 1 on the ground.
, 4. Attach the small beams 8 in advance and build the frame unit, U, , U,
By making , you can install columns l and beams 2, 3, and 2 to high places.
It is possible to reduce the number of lifts of 4, 8, etc. Also,
It is possible to reduce the number of man-hours required for assembly and welding work at high places, and to greatly reduce the dangerous and complicated work involved in such work, thereby ensuring safe work. These effects make it possible to efficiently construct a high-quality frame and shorten the construction period.

しかも、躯体ユニットU,を製作する際に、床版5をも
合わせて一体に取り付けておくことで、各階での床版5
の設置作業を単に接合作業のみとすることができるから
、施工のスピードア,ブ化が図れるとともに、躯体のユ
ニット化を促進できる。
Furthermore, when manufacturing the frame unit U, the floor slabs 5 are also installed together, so that the floor slabs 5 on each floor can be
Since the installation work can be reduced to just the joining work, construction can be done quickly and easily, and the unitization of the frame can be promoted.

「発明の効果」 以上詳細に説明したように、この発明は、往及び梁から
主要構成される建築構造物の躯体を構築する工法であっ
て、予め地上にて躯体の一郎を構戊する柱部材に所定の
梁部材を接合して躯体ユニットとなし、これら躯体ユニ
ットを揚重して組み上げることにより躯体を構築するよ
うにしたから、柱及び梁を先組みすることで高所での接
合組立作業ならびにこれに伴う危険作業を減らすととも
に、一定の品質を確保することができ、さらには、床版
をも予め躯体ユニットに設けておくことで、施工工期の
短縮化を図ることができる。
"Effects of the Invention" As explained in detail above, the present invention is a construction method for constructing the frame of an architectural structure mainly consisting of pillars and beams, in which the pillars that make up the frame are placed on the ground in advance. Since the frame is constructed by joining specified beam members to the members to form a frame unit, and then lifting and assembling these frame units, it is possible to assemble the joints at high places by assembling the columns and beams first. It is possible to reduce the amount of work and associated dangerous work, and to ensure a certain level of quality.Furthermore, by pre-installing the floor slab on the frame unit, it is possible to shorten the construction period.

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

第1図ないし第4図はこの発明の一実施例を示すもので
、第1図は躯体ユニットの取付け状態を示す側面図、第
2図はその平面図、第3図は他の躯体ユニットの取付け
状態を示す側面図、第4図はその平面図である。 1・・・・・・柱、 2  ,3  .4  ・・・ ・・・8・・・・・・
小粱、 5・・・・・・床版、 6・・・・・・柱、 U1、 U,・・・ ・・・
Figures 1 to 4 show one embodiment of the present invention, with Figure 1 being a side view showing how the frame unit is installed, Figure 2 being a plan view thereof, and Figure 3 showing other frame units. FIG. 4 is a side view showing the installed state, and FIG. 4 is a plan view thereof. 1... Pillar, 2, 3. 4... 8...
小粱, 5...floor slab, 6...column, U1, U,......

Claims (2)

【特許請求の範囲】[Claims] (1)柱及び梁から主要構成される建築構造物の躯体を
構築する工法であって、予め地上にて躯体の一部を構成
する柱部材に所定の梁部材を接合して躯体ユニットとな
し、これら躯体ユニットを揚重し組み上げることにより
躯体を構築することを特徴とする躯体構築工法。
(1) A construction method for constructing the frame of an architectural structure mainly consisting of columns and beams, in which prescribed beam members are joined on the ground to column members that make up part of the frame in advance to form a frame unit. , a framework construction method characterized by constructing a framework by lifting and assembling these framework units.
(2)予め躯体ユニットの梁部材に床版を一体に設けて
おくことを特徴とする請求項1記載の躯体構築工法。
(2) The framework construction method according to claim 1, characterized in that a floor slab is provided integrally with the beam member of the framework unit in advance.
JP23948889A 1989-09-14 1989-09-14 Skeleton construction method Pending JPH03103547A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23948889A JPH03103547A (en) 1989-09-14 1989-09-14 Skeleton construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23948889A JPH03103547A (en) 1989-09-14 1989-09-14 Skeleton construction method

Publications (1)

Publication Number Publication Date
JPH03103547A true JPH03103547A (en) 1991-04-30

Family

ID=17045525

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23948889A Pending JPH03103547A (en) 1989-09-14 1989-09-14 Skeleton construction method

Country Status (1)

Country Link
JP (1) JPH03103547A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6412891A (en) * 1987-07-03 1989-01-17 Japan Servo Control device of dc motor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6412891A (en) * 1987-07-03 1989-01-17 Japan Servo Control device of dc motor

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