JPH059975A - Construction method of steel frame structure - Google Patents

Construction method of steel frame structure

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Publication number
JPH059975A
JPH059975A JP19083291A JP19083291A JPH059975A JP H059975 A JPH059975 A JP H059975A JP 19083291 A JP19083291 A JP 19083291A JP 19083291 A JP19083291 A JP 19083291A JP H059975 A JPH059975 A JP H059975A
Authority
JP
Japan
Prior art keywords
divided
steel
frame structure
constructing
steel 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
JP19083291A
Other languages
Japanese (ja)
Other versions
JP2711031B2 (en
Inventor
Atsuo Ikeda
厚雄 池田
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP19083291A priority Critical patent/JP2711031B2/en
Publication of JPH059975A publication Critical patent/JPH059975A/en
Application granted granted Critical
Publication of JP2711031B2 publication Critical patent/JP2711031B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

(57)【要約】 【目的】 鉄骨ラーメン構造躯体のユニット化施工によ
り、施工場所での屋外作業工程の低減と、鉄骨作業に伴
う高所作業を解消する。更に自動化施工に適合する鉄骨
ラーメン構造建築物の施工方法を提供する。 【構成】 一層分で且つX・Y方向の各一スパンの平面
寸法に垂直裁断したテーブル形の内部構造ユニット1
を、施工階に順次搬送連結して内部鉄骨ラーメン構造を
構築する工程と、一層分で且つ一スパンの寸法の門形の
外周構造ユニット2を、内部鉄骨ラーメン構造の外周を
囲繞するように連結して外周鉄骨ラーメン構造を構築す
る工程と、連結された4本の分割柱3aを熔着して柱3
を一体化することで鉄骨ラーメン構造躯体aを構築す
る。
(57) [Summary] [Purpose] By reducing the number of outdoor work steps at the construction site and eliminating high-altitude work associated with steel work by unitizing construction of the steel frame frame structure. Furthermore, the construction method of the steel frame rigid frame structure suitable for automated construction is provided. [Structure] A table-shaped internal structure unit 1 cut vertically into plane dimensions of one span each in the X and Y directions for one layer
And the step of constructing an internal steel-framed rigid frame structure by sequentially connecting them to the construction floor, and connecting the portal-shaped peripheral structure unit 2 of a single-span and one-span dimension so as to surround the outer circumference of the internal steel-framed rigid frame structure. And the step of constructing the outer peripheral steel frame structure, and welding the four divided columns 3a connected to each other
The steel frame frame structure a is constructed by integrating the above.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鉄骨ラーメン構造建築物
の施工方法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a steel frame rigid frame structure.

【0002】[0002]

【従来の技術】従来の鉄骨ラーメン構造の建築物の施工
方法においては、鉄骨ラーメン構造を構成する柱・梁・
小梁の単一部材を工場製作して、同単一部材を作業現場
に設置した揚重機で先づ複数の柱を建方してから、同柱
間に梁を架設し、次いで対向する梁間に小梁を架設して
柱一節分の鉄骨を建方した後、柱の垂直性を調整するた
め建起しをして、各単一部材同志の接合部を溶着又は螺
着により本接合して鉄骨ラーメン構造を構築する。次い
で、スラブ用デッキプレートを梁・小梁上に敷設し、ス
ポット熔着したデッキプレート上に配筋や配管をして、
スラブコンクリートを打設することにより鉄骨ラーメン
構造躯体を構築する。前記躯体構築作業が完了後に内外
装工事や設備工事等を施工して、鉄骨ラーメン構造の建
築物を構築している。
2. Description of the Related Art In the conventional method of constructing a building with a steel frame structure, the columns, beams, etc. that make up the steel frame structure are
A single member of a beam is manufactured in a factory, and a plurality of columns are first erected by a lifting machine with the same member installed at the work site, then beams are erected between the columns, and then between the beams facing each other. After erection of a beam on the column and erection of the steel frame for one column of the column, erection is performed to adjust the verticality of the column, and the joints of each single member are permanently joined by welding or screwing. Build a steel frame structure. Next, lay a deck plate for slabs on the beams and crossbeams, arrange bars and pipes on the spot-welded deck plate,
A steel frame frame structure is constructed by placing slab concrete. After the building work is completed, interior / exterior work, facility work, etc. are performed to build a building with a steel frame structure.

【0003】[0003]

【発明が解決しようとする課題】前記従来の施工方法に
よって鉄骨ラーメン構造の建築物の構造躯体を構築する
には、施工階で鉄骨ラーメン構造を構成する柱・梁・小
梁の単一部材を一本づつ仮接合して建方し、建方完了後
柱の建起しをしてから、前記単一部材同志を溶着又は螺
着により本接合して鉄骨ラーメン構造を構築する。次い
で、スラブ用デッキプレートを梁・小梁上に敷設し、ス
ポット熔着したデッキプレート上に配筋や配管をして、
スラブコンクリートを打設することにより鉄骨ラーメン
構造躯体を構築するという多数の作業工程が必要であ
る。前記施工階は通常屋外で、且つ鉄骨作業は足場の悪
い高所作業であり、従って、気象条件による工程の遅延
や高所作業に伴う安全確保の問題がある。更に鉄骨ラー
メン構造建築物の自動化施工には適さないという問題が
ある。
SUMMARY OF THE INVENTION In order to construct a structural frame of a steel-framed structure by the above-mentioned conventional construction method, a single member of a pillar, a beam, and a girder constituting the steel-framed structure is constructed on the construction floor. After erection by temporarily joining one by one and erection of columns after erection is completed, the above single members are permanently joined by welding or screwing to construct a steel frame rigid frame structure. Next, lay a deck plate for slabs on the beams and crossbeams, arrange bars and pipes on the spot-welded deck plate,
Numerous work steps are required to construct a steel frame rigid frame structure by casting slab concrete. The construction floor is usually outdoors and the steel frame work is a work at a high place with a poor footing. Therefore, there are problems of delay in the process due to weather conditions and ensuring safety due to work at a high place. Furthermore, there is a problem that it is not suitable for automated construction of steel frame structure.

【0004】そこで本発明は前記従来技術の有する問題
点に鑑みて提案されたもので、その目的とする処は、鉄
骨ラーメン構造躯体のユニット化施工により、施工場所
での作業工程の低減と、鉄骨作業に伴う高所作業を解消
することが可能で、且つ自動化施工に適合する鉄骨ラー
メン構造建築物の施工方法を提供する点にある。
Therefore, the present invention has been proposed in view of the problems of the above-mentioned prior art, and the purpose thereof is to reduce the work process at the construction site by unitizing the construction of the steel frame frame structure, The point is to provide a method for constructing a steel-framed ramen structure building that is capable of eliminating high-place work associated with steel-frame work and is suitable for automated construction.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
めに、本発明に係る鉄骨ラーメン構造建築物の施工方法
によれば、柱を垂直に4等分した形状の分割柱を四隅に
配置し、梁の長手方向を垂直に2等分した形状の分割梁
を前記分割柱間の四周に架設し、小梁を対向する前記分
割梁間に架設し、スラブ用デッキプレートを前記分割梁
と前記小梁間に敷設してテーブル形の内部構造ユニット
を作成する。このように作成された多数のユニットを施
工階に順次搬送して連結することにより内部鉄骨ラーメ
ン構造を構築し、さらに、一双の分割柱間に分割梁を架
設して構成した門形の外周構造ユニットを、内部鉄骨ラ
ーメン構造の外周を囲繞するように連結して外周鉄骨ラ
ーメン構造を構築し、次いで連結された4本の分割柱を
熔着して柱を一体化するとともに、スラブ用デッキプレ
ート上に配筋や配管をしてスラブコンクリートを打設す
ることにより鉄骨ラーメン構造建築物を構築するもので
ある。
In order to achieve the above-mentioned object, according to the method for constructing a steel-framed ramen structure building according to the present invention, divided pillars each having a vertically divided quarter are arranged at four corners. Then, a split beam having a shape obtained by vertically dividing the longitudinal direction of the beam into two equal parts is erected on four circumferences between the split columns, and a beam is installed between the split beams facing each other, and a slab deck plate is provided between the split beam and the split beam. Laying between the beams to create a table-shaped internal structural unit. An internal steel frame structure is constructed by sequentially transporting and connecting a number of units created in this way to the construction floor, and further, a gate-shaped outer peripheral structure constructed by erection of split beams between one and two split columns. The unit is connected so as to surround the outer circumference of the inner steel frame structure to construct the outer steel frame structure, and then the four divided columns that are connected are welded to integrate the columns and the deck plate for the slab. A steel-framed ramen structure building is constructed by laying slab concrete with reinforcing bars and piping on top.

【0006】なお、前記4本の分割柱を一体化する方法
として、分割柱の内面に所定間隔にスタットボルトを植
設しておき、同分割柱4本を連結した柱内部にコンクリ
ートを打設するものがある。
As a method of integrating the four divided pillars, stat bolts are planted on the inner surface of the divided pillars at predetermined intervals, and concrete is placed inside the pillars connecting the four divided pillars. There is something to do.

【0007】[0007]

【作用】上記の施工方法では、一層分で且つX・Y方向
の各一スパンの平面寸法に垂直裁断したテーブル形の内
部構造ユニットを多数作成する工程と、施工階に順次内
部構造ユニットを搬送して連結することにより内部鉄骨
ラーメン構造を構築する工程と、一層分で且つ一スパン
の寸法の門形の外周構造ユニットを、内部鉄骨ラーメン
構造の外周を囲繞するように連結して外周鉄骨ラーメン
構造を構築する工程と、連結された4本の分割柱を熔着
して柱を一体化することで鉄骨ラーメン構造躯体のユニ
ット化施工を可能とし、施工場所での作業工程を低減
し、かつ自動化施工が可能となる。
In the above construction method, a step of creating a large number of table-shaped internal structural units vertically cut to the plane dimension of each span in the X and Y directions for one layer, and transferring the internal structural units sequentially to the construction floor And a step of constructing an internal steel frame structure by connecting them, and a portal-shaped external structural unit having a size of one span and one span is connected so as to surround the external periphery of the internal steel frame structure. The process of constructing the structure and the welding of the four divided columns that are connected together to integrate the columns enable the unitized construction of the steel frame frame structure, reducing the work process at the construction site, and Enables automated construction.

【0008】また本発明の4本の分割柱を一体化する方
法として、分割柱の内面に所定間隔にスタットボルトを
植設しておき、同分割柱4本を連結した柱内部にコンク
リートを打設することによって、コンクリートに定着し
たスタットボルトを介して分割柱を一体化する。このよ
うに4本の分割柱で囲繞された柱内部にコンクリートが
出せ津されることにより、強度の大きな鉄骨鉄筋コンク
リート柱となる。
Further, as a method of integrating the four divided pillars of the present invention, stat bolts are planted on the inner surface of the divided pillar at a predetermined interval, and concrete is poured into the inside of the pillar formed by connecting the four divided pillars. By installing it, the split pillars are integrated through stat bolts that are fixed to the concrete. In this way, when concrete is put out inside the pillar surrounded by the four divided pillars, a steel-framed reinforced concrete pillar with high strength is obtained.

【0009】[0009]

【実施例】以下本発明の実施例を図1〜9により説明す
る。ロ字形柱3を垂直に4等分した形状の分割柱3aを
四隅に配置し、梁4の長手方向を垂直に2等分した形状
の分割梁4aを前記分割柱3a間の四周に架設し、小梁
5を対向する前記分割梁4a間に架設し、スラブ用デッ
キプレート6を前記分割梁4aと前記小梁5間に敷設し
て、鉄骨ラーメン構造の一層分で且つX・Y方向の各一
スパンの平面寸法に垂直裁断したテーブル形の内部構造
ユニット1(図2参照)を、建設場所の組立てヤードb
で地組する。次いで地組された内部構造ユニット1を、
建設現場に設けた揚重エレベーターcで施工階に搬送
し、さらに水平搬送手段により所定位置に搬送して、次
々に内部構造ユニット1を連結して内部鉄骨ラーメン構
造を構築する(図1参照)。このようにして構築された
鉄骨ラーメン構造では、分割柱3aが4本で中空状鉄骨
柱を構成する。
Embodiments of the present invention will be described below with reference to FIGS. The divided pillars 3a having a shape obtained by vertically dividing the square pillar 3 into four equal parts are arranged at the four corners, and the divided beams 4a having a shape obtained by dividing the longitudinal direction of the beam 4 into two equal parts are vertically installed around the four divided pillars 3a. , A beam 5 is installed between the divided beams 4a which face each other, and a slab deck plate 6 is laid between the divided beam 4a and the beam 5, so that one layer of the steel frame structure and in the X and Y directions can be provided. The table-shaped internal structural unit 1 (see FIG. 2) vertically cut to the plane dimension of each span is installed in the assembly yard b at the construction site.
To assemble with. Next, the internal structural unit 1 that has been erected,
It is transported to the construction floor by the lifting elevator c provided at the construction site, further transported to a predetermined position by the horizontal transport means, and the internal structural units 1 are connected one after another to construct an internal steel frame rigid frame structure (see FIG. 1). . In the steel-framed rigid frame structure constructed in this manner, the four divided columns 3a constitute a hollow steel-framed column.

【0010】また一双の分割柱3a間に分割梁4aを架
設して構成した一層分で且つ一スパン寸法の門形の外周
構造ユニット2(図3参照)を建設場所の組立てヤード
bで地組し、同外周構造ユニット2を揚重エレベータc
で揚重し、あるいは躯体外面へ直接他の揚重機で揚重
し、内部鉄骨ラーメン構造の外周を囲繞するように既に
構築した内部鉄骨ラーメンに連結して外周鉄骨ラーメン
構造を構築する。
Further, a gate-shaped outer peripheral structural unit 2 (see FIG. 3) of one layer and having one span dimension constructed by erection of divided beams 4a between one pair of divided pillars 3a is erected at an assembly yard b at a construction site. Then, the same peripheral structure unit 2 is lifted by the elevator c
The outer steel frame frame structure is constructed by connecting the inner steel frame frame to the outer surface of the frame directly by another lifting machine, and connecting it to the already constructed inner frame frame so as to surround the outer periphery of the inner frame frame.

【0011】上記のようにして、複数階の鉄骨ラーメン
構造を作成した後、前記のように各位置で中空状鉄骨柱
を構成する4本の分割柱3aを互いに熔着して柱3を一
体化するとともに、スラブ用デッキプレート6上に配筋
9や配管(図示せず)をしてスラブコンクリート10を
打設し、鉄骨ラーメン構造躯体aを構築した(図4参
照)。なお躯体の外周部の1又は2つの分割柱3aで形
成される中空部にも、4本の分割柱の中空部と同様にコ
ンクリートが打設される。この後、内装工事や設備工事
等を施工して鉄骨ラーメン構造建築物を構築する。また
組立てヤードbで内部構造ユニット1に設備配管や天井
下地等を、また外周構造ユニット2に外壁パネル8等を
先付けしてもよい。
After the multi-story steel frame structure is created as described above, the four divided columns 3a forming the hollow steel column at each position are welded to each other and the columns 3 are integrated as described above. At the same time, the reinforcing bar 9 and piping (not shown) were placed on the deck plate 6 for slabs, and the slab concrete 10 was placed therein to construct the steel-framed rigid frame structure a (see FIG. 4). Note that concrete is also placed in the hollow portion formed by one or two divided pillars 3a on the outer peripheral portion of the skeleton as in the hollow portion of the four divided pillars. After this, interior construction work and facility construction work are performed to construct a steel-framed ramen structure building. Further, in the assembly yard b, facility piping, a ceiling substrate, etc. may be attached to the internal structural unit 1, and the outer wall panel 8 etc. may be attached to the peripheral structural unit 2.

【0012】図5乃至7は、4つの分割柱3aからなる
内部柱にコンクリートを打設する前の要部拡大図で、4
つの分割柱3aを一体に連結させるために、梁接合用の
リングプレート3b、分割柱の変形防止用ダイヤプレー
ト3c、スタットボルト4bが設けられており、各分割
柱3aの接合部は溶接されて溶接部7になっている。図
8は4本の分割柱3aをコンクリートで一体化した柱の
平断面図で、3dはスタットボルト、12はコンクリー
トである。図9は4本の分割柱3aで囲繞された柱3内
部を鉄筋コンクリートとした柱3の平断面図で、11は
柱鉄筋である。
FIGS. 5 to 7 are enlarged views of a main part before placing concrete on the inner pillar composed of the four divided pillars 3a.
A ring plate 3b for beam joining, a diamond plate 3c for preventing deformation of the divided pillars, and a stat bolt 4b are provided to integrally connect the three divided pillars 3a, and the joint portion of each divided pillar 3a is welded. It is a welded part 7. FIG. 8 is a plan sectional view of a pillar in which four divided pillars 3a are integrated with concrete. 3d is a stat bolt and 12 is concrete. FIG. 9 is a plan cross-sectional view of a column 3 in which the inside of the column 3 surrounded by four divided columns 3a is reinforced concrete, and 11 is a column reinforcing bar.

【0013】[0013]

【発明の効果】本発明は前記したように、一層分で且つ
X・Y方向の各一スパンの平面寸法に垂直裁断したテー
ブル形の内部構造ユニットを、施工階に順次搬送連結し
て内部鉄骨ラーメン構造を構築する工程と、一層分で且
つ一スパンの寸法の門形の外周構造ユニットを、内部鉄
骨ラーメン構造の外周を囲繞するように連結して外周鉄
骨ラーメン構造を構築する工程と、連結された4本の分
割柱を熔着して柱を一体化することで鉄骨ラーメン構造
躯体のユニット化施工を可能とし、鉄骨ラーメン構造躯
体のユニット化施工により、施工場所での屋外作業工程
の低減と、鉄骨作業に伴う高所作業を解消することによ
って、気象条件による工程の遅延を低減し、高所作業に
伴う不安全問題を解消する。且つ鉄骨ラーメン構造建築
物の自動化施工を可能とする。更に本発明の4本の分割
柱を一体化する方法として、分割柱の内面に所定本数の
スタットボルトを植設して、4本の前記分割柱を連結し
てなる柱内部にコンクリートを打設し、スタットボルト
をコンクリートに定着して、コンクリートに定着したス
タットボルトを介して分割柱を一体化することによっ
て、柱の現場溶接作業の低減が図られる。更に本発明の
4本の分割柱で囲繞された柱内部を鉄筋コンクリートで
補強して、鉄骨鉄筋コンクリート柱とすることによっ
て、鉄骨ラーメン構造躯体の高耐力化が図られる。
As described above, according to the present invention, the table-shaped internal structural units vertically cut into the plane dimension of one span in each of the X and Y directions for one layer are sequentially conveyed and connected to the construction floor to form the internal steel frame. Connecting the step of constructing a rigid frame structure and the step of constructing an outer peripheral steel frame structure by connecting a portal-shaped outer peripheral structure unit having a size of one span and a span so as to surround the outer periphery of the internal steel frame structure We made it possible to unitize the structure of the steel frame structure by welding the four divided columns that were made into one unit, and reduce the outdoor work process at the construction site by unitizing the structure of the steel frame structure. And, by eliminating the work at heights associated with the steel frame work, the delay in the process due to the weather conditions is reduced, and the unsafety problem associated with work at heights is solved. Moreover, it enables automated construction of steel-framed ramen structures. Further, as a method of integrating the four divided pillars of the present invention, a predetermined number of stat bolts are planted on the inner surface of the divided pillar, and concrete is placed inside the pillar formed by connecting the four divided pillars. Then, by fixing the stat bolts to the concrete and integrating the divided pillars through the stat bolts fixed to the concrete, the field welding work of the pillars can be reduced. Further, the inside of the pillar surrounded by the four divided pillars of the present invention is reinforced with reinforced concrete to form a steel-framed reinforced concrete pillar, so that the steel frame frame structure can have a high yield strength.

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

【図1】本発明の鉄骨ラーメン構造建築物の施工方法の
一実施例示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a method for constructing a steel-framed ramen structure building according to the present invention.

【図2】図1の鉄骨ラーメン構造躯体を構成する内部構
造ユニットの斜視図である。
FIG. 2 is a perspective view of an internal structural unit forming the steel frame rigid structure body of FIG.

【図3】鉄骨ラーメン構造躯体を構成する各ユニットの
配置図と、コーナーユニットと外周中間ユニットと中間
ユニットの斜視図である。
[Fig. 3] Fig. 3 is a layout view of each unit constituting the steel frame rigid structure body, and a perspective view of a corner unit, an outer peripheral intermediate unit, and an intermediate unit.

【図4】図2及び図3の部材で構築した鉄骨ラーメン構
造躯体を示す平面図である。
FIG. 4 is a plan view showing a steel frame rigid structure body constructed by the members of FIGS. 2 and 3;

【図5】図4の内部柱部分の要部を示す平面図である。5 is a plan view showing a main part of an internal column portion of FIG. 4. FIG.

【図6】図5の内部柱部分の縦断面図である。FIG. 6 is a vertical cross-sectional view of the inner column portion of FIG.

【図7】図5の内部柱の中間部の平断面図である。7 is a plan sectional view of an intermediate portion of the inner column of FIG.

【図8】分割柱をコンクリートで一体化した柱の平断面
図である。
FIG. 8 is a plan sectional view of a pillar in which a divided pillar is integrated with concrete.

【図9】分割柱の内部を鉄筋コンクリートとした柱の平
断面図である。
FIG. 9 is a plan sectional view of a column in which the inside of the divided column is made of reinforced concrete.

【符号の説明】[Explanation of symbols]

a 鉄骨ラーメン構造躯体 c 揚重エレベーター 1 内部構造ユニット 2 外部構造ユニット 3 柱 3a 分割柱 4 梁 4a 分割梁 12 コンクリート a Steel frame structure frame c Lift elevator 1 Internal structure unit 2 External structure unit Three pillars 3a Dividing pillar 4 beams 4a split beam 12 concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 柱を垂直に4等分した形状の分割柱を四
隅に配置し、梁の長手方向を垂直に2等分した形状の分
割梁を前記分割柱間の四周に架設し、小梁を対向する前
記分割梁間に架設し、スラブ用デッキプレートを前記分
割梁と前記小梁間に敷設してテーブル形の内部構造ユニ
ットを作成する工程と、作成された複数の内部構造ユニ
ットを施工階に順次搬送して連結することにより内部鉄
骨ラーメン構造を構築する工程と、一双の分割柱間に分
割梁を架設して構成した門形の外周構造ユニットを、内
部鉄骨ラーメン構造の外周を囲繞するように連結して外
周鉄骨ラーメン構造を構築する工程と、連結された4本
の分割柱を熔着して柱を一体化するとともに、スラブ用
デッキプレート上に配筋や配管をしてスラブコンクリー
トを打設する工程と、で鉄骨ラーメン構造躯体を構築す
ることを特徴とする鉄骨ラーメン構造建築物の施工方
法。
1. A vertical dividing column is divided into four equal parts, and dividing columns are arranged at four corners, and a longitudinal beam is divided into two equal dividing beams. A step of constructing a table-shaped internal structural unit by installing a beam between the divided beams facing each other and laying a deck plate for a slab between the divided beam and the beam, and a plurality of created internal structural units on the construction floor. A step of constructing an internal steel frame structure by sequentially transporting and connecting to each other, and a gate-shaped peripheral structure unit constructed by constructing a split beam between a pair of split pillars surrounds the outer periphery of the internal steel frame structure. And the process of constructing the outer peripheral steel frame structure by welding, and connecting the four divided columns that have been joined together to integrate the columns, and at the same time, arrange the bars and pipes on the deck plate for slabs to make slab concrete. And the process of placing A method for constructing a steel-framed ramen structure, characterized by constructing a steel-framed frame structure with.
【請求項2】 4本の分割柱を一体化する為、分割柱の
内面に所定間隔にスタットボルトを植設しておき、同分
割柱4本を連結した柱内部にコンクリートを打設するこ
とを特徴とする請求項1記載の鉄骨ラーメン構造建築物
の施工方法。
2. In order to integrate the four divided pillars, stat bolts are planted at predetermined intervals on the inner surface of the divided pillars, and concrete is placed inside the pillars connecting the four divided pillars. The method for constructing a steel-framed ramen structure building according to claim 1.
JP19083291A 1991-07-05 1991-07-05 Construction method of steel frame structure Expired - Fee Related JP2711031B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19083291A JP2711031B2 (en) 1991-07-05 1991-07-05 Construction method of steel frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19083291A JP2711031B2 (en) 1991-07-05 1991-07-05 Construction method of steel frame structure

Publications (2)

Publication Number Publication Date
JPH059975A true JPH059975A (en) 1993-01-19
JP2711031B2 JP2711031B2 (en) 1998-02-10

Family

ID=16264509

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19083291A Expired - Fee Related JP2711031B2 (en) 1991-07-05 1991-07-05 Construction method of steel frame structure

Country Status (1)

Country Link
JP (1) JP2711031B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6111044A (en) * 1996-03-04 2000-08-29 Nof Corporation Thermosetting compositions, coating compositions method of coating, and coated articles
KR20010096360A (en) * 2000-04-18 2001-11-07 이수행 Design and Construction Method of Building Type Architecture for Environment Attached and Villiage Combination Apartment of Frame
US7691634B2 (en) 2001-09-17 2010-04-06 Cryolog Method, system and component for controlling the preservation of a product

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6111044A (en) * 1996-03-04 2000-08-29 Nof Corporation Thermosetting compositions, coating compositions method of coating, and coated articles
KR20010096360A (en) * 2000-04-18 2001-11-07 이수행 Design and Construction Method of Building Type Architecture for Environment Attached and Villiage Combination Apartment of Frame
US7691634B2 (en) 2001-09-17 2010-04-06 Cryolog Method, system and component for controlling the preservation of a product

Also Published As

Publication number Publication date
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