JP2977798B1 - Construction method of steel frame / RC composite structure building and formwork thereof - Google Patents

Construction method of steel frame / RC composite structure building and formwork thereof

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Publication number
JP2977798B1
JP2977798B1 JP14365998A JP14365998A JP2977798B1 JP 2977798 B1 JP2977798 B1 JP 2977798B1 JP 14365998 A JP14365998 A JP 14365998A JP 14365998 A JP14365998 A JP 14365998A JP 2977798 B1 JP2977798 B1 JP 2977798B1
Authority
JP
Japan
Prior art keywords
wall
steel
formwork
precast
reinforced concrete
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.)
Expired - Fee Related
Application number
JP14365998A
Other languages
Japanese (ja)
Other versions
JPH11336327A (en
Inventor
啓一 齋藤
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.)
DAIWA HAUSU KOGYO KK
Original Assignee
DAIWA HAUSU KOGYO 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 DAIWA HAUSU KOGYO KK filed Critical DAIWA HAUSU KOGYO KK
Priority to JP14365998A priority Critical patent/JP2977798B1/en
Application granted granted Critical
Publication of JP2977798B1 publication Critical patent/JP2977798B1/en
Publication of JPH11336327A publication Critical patent/JPH11336327A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

【要約】 【課題】 躯体精度の向上、工期短縮、部材点数の削
減、および作業の省力化を図る。 【解決手段】 先行建方した鉄骨造部分3,4に壁用型
枠11を支持する機能を持たせる。壁用型枠11は、横
端太17,18および縦端太19と共にシステム化し、
一部の横端太17に、鉄骨建方時の柱継ぎ材の機能を持
たせる。システム化するのは、片面の壁用型枠11だけ
とする。この壁用型枠11の立ち上げた後、壁用鉄筋1
3を配置し、その後に反対側の壁用型枠12を固定す
る。これら壁用型枠11,12にハーフプレキャスト床
版16を載せ、その上の床スラブ26のコンクリート打
設および壁用型枠11,12内へのコンクリート打設を
行う。
Abstract: [PROBLEMS] To improve the accuracy of a skeleton, shorten the construction period, reduce the number of members, and save labor. SOLUTION: A steel frame part 3, 4 which has been erected in advance has a function of supporting a wall formwork 11. The wall form 11 is systemized together with the horizontal ends 17, 18 and the vertical ends 19,
A part of the lateral end 17 is provided with a function of a joint member at the time of steel frame construction. Only one side of the wall form 11 is to be systematized. After the wall form 11 has been set up, the rebar 1
3 and then the opposite wall formwork 12 is fixed. The half precast floor slab 16 is placed on the wall forms 11 and 12, and concrete is placed on the floor slab 26 thereon and concrete is placed into the wall forms 11 and 12.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、鉄骨造・RC造
複合構造建物の構築方法そのシステム型枠、並びにプレ
キャスト材使用RC造建物の構築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a steel-frame / RC composite structure building, a system formwork thereof, and a method of constructing a RC building using precast materials.

【0002】[0002]

【従来の技術と発明が解決しようとする課題】建物の構
造形式にRC(またはSRC)構造を採用した場合、型
枠工事が必ず必要となり、これにコストと時間を要する
ことになる。また、型枠工事は、一般的にあまり精度が
良くない。プレキャスト化すると、精度の向上および工
期の短縮は図れるが、プレキャスト版の重量が重く、ま
た積載効率が悪いため、輸送コストがかかる。構造形式
に鉄骨造を採用した場合は、RC(またはSRC)構造
に比べ、工期の短縮は図れるが、加工が複雑となる。特
に、集合住宅のように戸境壁を有する建物の場合、鉄骨
造でブレース構造とすると、加工が複雑となり、また戸
境壁の厚さも、ブレース配置空間に加えて遮音材の厚み
が必要となることから、厚くなる。
2. Description of the Related Art When an RC (or SRC) structure is adopted as a structural type of a building, formwork is always required, which requires cost and time. Also, formwork construction is generally not very accurate. Precasting can improve the accuracy and shorten the construction period, but the transport cost is high because the precast plate is heavy and the loading efficiency is low. When a steel structure is adopted as the structure type, the construction period can be shortened as compared with the RC (or SRC) structure, but the processing becomes complicated. In particular, in the case of a building with a door border, such as an apartment house, if it is made of a steel frame and has a brace structure, the processing becomes complicated, and the thickness of the door border wall requires the thickness of the sound insulation material in addition to the brace arrangement space Become thick.

【0003】この発明の目的は、上記の課題を解消し、
躯体精度の向上、工期短縮、部材点数の削減、および作
業の省力化が図れる鉄骨造・RC造複合構造建物の構築
方法、プレキャスト材使用RC造建物の構築方法、およ
びその型枠を提供することである。
[0003] An object of the present invention is to solve the above problems,
Provided are a method of constructing a steel-frame / RC composite structure, a method of constructing an RC-structure using precast materials, and a formwork thereof, which can improve the accuracy of the skeleton, shorten the construction period, reduce the number of members, and save labor. It is.

【0004】[0004]

【課題を解決するための手段】この発明の鉄骨造・RC
造複合構造建物の構築方法は、建物の鉄骨造部分の鉄骨
柱および鉄骨梁の建方を行う過程と、前記鉄骨梁と交差
する方向の壁用型枠を、先行建方された鉄骨造部分に支
持させて設置し、かつこの型枠内に壁鉄筋を配置する過
程と、前記壁用型枠内にコンクリートを打設して鉄筋コ
ンクリート壁を構築する過程とを含む方法である。この
ように、先行建方をした鉄骨造部分に型枠を支持させる
ため、鉄筋コンクリート造の躯体の精度が安定し、工期
も短縮される。
Means for Solving the Problems Steel frame RC according to the present invention
A method of constructing a composite structure building includes a process of constructing a steel column and a steel beam of a steel frame portion of the building, and a wall form in a direction intersecting with the steel frame beam, and a steel frame portion previously erected. And a step of arranging wall reinforcing steel in the formwork, and a step of casting concrete in the wall formwork to construct a reinforced concrete wall. As described above, since the formwork is supported by the steel-framed portion which was constructed in advance, the accuracy of the reinforced concrete frame is stabilized, and the construction period is shortened.

【0005】この発明方法において、前記建物は、一方
向に沿う複数の平行な壁面部分がラーメン構造の鉄骨造
部分であり、他方向の複数枚の耐震壁が鉄筋コンクリー
ト壁であっても良い。例えば、集合住宅では、前記耐震
壁が戸境壁となる。前記一方向に沿う複数の平行な壁面
部分は、一対の平行な外壁面部分であっても良い。この
ような複数枚の耐震壁が並設される建物構造の場合、前
述のように鉄骨造では加工が複雑となるが、複数の平行
な壁面部分を鉄骨造部分として先行建方し、これに型枠
を支持させて他方向の耐震壁を構築することにより、多
数並設される耐震壁を簡単に精度良く構築できる。
[0005] In the method of the present invention, the building may include a plurality of parallel wall portions extending in one direction being steel frame portions having a rigid frame structure, and a plurality of earthquake-resistant walls in the other direction being reinforced concrete walls. For example, in an apartment house, the earthquake-resistant wall is a door-bound wall. The plurality of parallel wall portions along the one direction may be a pair of parallel outer wall portions. In the case of such a building structure in which a plurality of earthquake-resistant walls are juxtaposed, processing is complicated in steel frame construction as described above, but a plurality of parallel wall parts are pre-constructed as steel frame parts, and By constructing a shear wall in the other direction by supporting the formwork, it is possible to easily and accurately construct a large number of shear walls in parallel.

【0006】また、この発明方法において、壁用型枠を
支持する横端太の一部のものを、鉄骨建方時の鉄骨柱間
の継ぎ材を兼ねるものとしても良い。このように、横端
太に鉄骨建方時の柱継ぎ材の機能を兼用させることによ
り、部材点数が削減され、作業の省力化が図れる。
[0006] In the method of the present invention, a part of the lateral end supporting the wall form may also serve as a joint between the steel columns when the steel frame is constructed. In this way, by making the lateral end thicker also have the function of the joint material at the time of steel frame construction, the number of members can be reduced, and labor can be saved.

【0007】また、この発明方法において、コンクリー
ト打設空間を介して対面する壁用型枠のうち、片面のも
のを鉄骨造部分に支持させて設置し、ついで壁用鉄筋を
配置した後、もう片方の壁用型枠を配置して前記片方の
壁用型枠にセパレータで固定しても良い。この方法の場
合、鉄筋工事よりも先に片方の壁用型枠が立ち上がるた
め、鉄筋の工場組みが容易になる。また、先に立ち上げ
られた壁用型枠がガイドとなり、鉄筋のかぶり精度が上
がる。
In the method of the present invention, of the wall forms facing each other through the concrete casting space, one side is supported by the steel frame portion and installed, and after the wall reinforcing bars are arranged, One wall form may be arranged and fixed to the one wall form with a separator. In the case of this method, one of the wall forms stands up before the rebar construction, so that the rebar factory assembly is facilitated. In addition, the previously formed wall formwork serves as a guide, and the covering accuracy of the reinforcing bar increases.

【0008】さらに、この発明方法において、壁用型枠
に上階の床となるハーフプレキャスト床版を載せ、この
ハーフプレキャスト床版上の現場打ちコンクリートの打
設と、壁用型枠内へのコンクリート打設とを同時に行う
ようにしても良い。このようにハーフプレキャスト床版
を壁用型枠に載せて支持することにより、その支持手段
を別に設けることが不要で、施工が容易となる。また、
壁と床のコンクリート打設を同時に行うことから、コン
クリート打設工事も効率化される。
Further, in the method of the present invention, a half precast slab serving as an upper floor is placed on a wall formwork, cast-in-place concrete is cast on the half precast slab, and the half precast slab is put into the wall formwork. You may make it perform simultaneously with concrete casting. By supporting the half precast floor slab on the wall form in this manner, it is not necessary to separately provide a supporting means, and the construction is facilitated. Also,
Since the concrete placement of the wall and floor is performed at the same time, the efficiency of the concrete placement work is also improved.

【0009】この発明のシステム型枠は、他の壁用型枠
と対面させて用いられて鉄筋コンクリート壁の片面を成
形するシステム型枠であって、横並びに配置される複数
枚の規格化された壁用型枠と、この壁用型枠を支える複
数の横端太および縦端太とを備え、これら各壁用型枠と
横端太と縦端太とは相互に分割および組み立てが可能と
する。前記横端太の一部のものは、両端が鉄骨柱に接合
されて前記鉄骨柱の建方時の継ぎ材を兼用し、前記壁用
型枠は上階床のハーフプレキャスト床版の荷重支持が可
能なものとする。前記の他の壁用型枠は、一般的な木製
型枠など、任意の構成のものが使用でき、例えばこのシ
ステム型枠の壁用型枠とセパレータで固定する。このよ
うに、壁用型枠をシステム化し、これ自体に鉄骨建方時
の継ぎ材の機能を持たせることにより、部材点数の削
減、作業の省力化が図れる。また、先行建方された鉄骨
柱に支持させるため、壁用型枠の配置精度が向上し、構
築される鉄筋コンクリート壁の精度が向上する。このよ
うに精度良く設置されたシステム型枠をガイドとして壁
用鉄筋を配置すれば、鉄筋の被り精度が向上する。壁用
型枠は上階床のハーフプレキャスト床版を支持可能なも
のであるため、上階床の施工も簡単に行える。このシス
テム型枠は片側のみでよく、両側をシステム型枠とする
場合に比べてコスト低下が図れる。また、このシステム
型枠は分解可能であるため、同じ建物の上階に移動させ
て用いることができる。このシステム型枠において、前
記の継ぎ材を兼用する横端太と、縦端太とをトラスとし
ても良い。縦端太をトラスとするのは、一部のものだけ
であっても良い。このように、横端太および縦端太をト
ラスとすることにより、軽量で堅固な端太とでき、また
壁用型枠の設置を一層精度良く行える。
The system formwork of the present invention is a system formwork for forming one side of a reinforced concrete wall which is used to face another wall formwork, and comprises a plurality of standardized sheets arranged side by side. It is provided with a wall form, and a plurality of horizontal and vertical ends supporting the wall form. These wall forms, the horizontal and vertical ends can be divided and assembled mutually. I do. Some of the lateral ends are joined at both ends to a steel column and also serve as a joint material when the steel column is erected, and the wall form supports the load of a half precast slab of an upper floor. Is possible. As the other wall form, any structure such as a general wooden form can be used. For example, the wall form of the system form is fixed to the wall form by a separator. In this way, by systematizing the wall formwork and by itself having the function of a joining material when constructing a steel frame, the number of members can be reduced and work can be saved. In addition, since it is supported by a steel column that has been erected in advance, the arrangement accuracy of the wall form is improved, and the accuracy of the reinforced concrete wall to be constructed is improved. By arranging the rebar for a wall with the system formwork thus accurately installed as a guide, the covering accuracy of the rebar is improved. Since the wall formwork can support the half precast slab of the upper floor, the construction of the upper floor can be performed easily. This system formwork needs to be provided on only one side, and the cost can be reduced as compared with the case where both sides are used as the system formwork. Also, since this system formwork can be disassembled, it can be moved to the upper floor of the same building and used. In this system formwork, a truss may be used as the horizontal end and the vertical end which also serve as the joint material. Only a part of the truss may be used as the vertical end. In this way, by using the truss as the horizontal end and the vertical end, a lightweight and firm end can be obtained, and the wall formwork can be installed more accurately.

【0010】この発明の鉄骨造・RC造複合構造建物の
構築方法は、前記鉄骨造部分に代えて、プレキャスト鉄
筋コンクリート柱およびプレキャスト鉄筋コンクリート
梁で構築されるプレキャスト材造部分としたプレキャス
ト材使用RC造建物の構築方法にも同様に適用すること
ができ、前記と同様な効果を得ることができる。すなわ
ち、このプレキャスト材使用RC造建物の構築方法は、
建物のプレキャスト鉄筋コンクリート柱およびプレキャ
スト鉄筋コンクリート梁で構築されるプレキャスト材造
部分の前記プレキャスト鉄筋コンクリート柱およびプレ
キャスト鉄筋コンクリート梁の建方を行う過程と、前記
プレキャスト鉄筋コンクリート梁と交差する方向の壁用
型枠を、先行建方されたプレキャスト材造部分に支持さ
せて設置し、かつこの型枠内に壁鉄筋を配置する過程
と、前記壁用型枠内にコンクリートを打設して現場打ち
の鉄筋コンクリート壁を構築する過程とを含む方法であ
る。 このプレキャスト材使用RC造建物の構築方法に
おいて、前記建物は、一方向に沿う複数の平行な壁面部
分がプレキャスト材造部分であり、他方向の複数枚の耐
震壁が現場打ちの鉄筋コンクリート壁であっても良い。
The method for constructing a steel-structure / RC-structure composite structure building according to the present invention is directed to a RC-structure using a precast material made of a precast reinforced concrete column and a precast reinforced concrete beam instead of the steel structure. Can be applied in the same manner, and the same effect as described above can be obtained. That is, the construction method of this RC building using precast material is as follows.
The process of constructing the precast reinforced concrete columns and the precast reinforced concrete beams of the precast reinforced concrete columns and the precast reinforced concrete beams of the building constructed of the precast reinforced concrete beams, and the wall formwork in the direction intersecting with the precast reinforced concrete beams, The process of installing and supporting the erected precast material part, and arranging a wall reinforcing bar in this formwork, and casting concrete in the wall formwork to construct a cast-in-place reinforced concrete wall. And a process. In this method of constructing a RC building using precast material, in the building, a plurality of parallel wall portions along one direction are precast material portions, and a plurality of earthquake-resistant walls in the other direction are reinforced concrete walls cast in place. May be.

【0011】[0011]

【発明の実施の形態】この発明の一実施形態を図1ない
し図8に基づいて説明する。図2は、この実施形態にか
かる構築方法およびシステム型枠で構築する鉄骨造・R
C造複合構造建物の水平断面図である。この建物は、一
方向(桁方向)Xに沿う複数の平行な壁面部分(図示の
例では1対の平行な外壁面部分)が、鉄骨柱1および鉄
骨梁2によるラーメン構造の鉄骨造部分3,4であり、
他方向(妻方向)Yに沿って鉄骨柱1,1間に設けられ
た各壁が、耐震壁の鉄筋コンクリート壁5とされてい
る。この建物は、各階において、各住戸Sが一列に並ぶ
集合住宅であり、鉄筋コンクリート壁5のうち、建物の
両端のものは妻面の外壁となり、中間のものは戸境壁と
なる。各階において、片方の外壁面部分となる鉄骨造部
分3に沿って共同廊下6が設けられ、もう片方の外壁面
部分となる鉄骨造部分4に沿ってバルコニー7が設けら
れている。共同廊下6およびバルコニー7は、片持ちス
ラブ等で構成される。また、共同廊下6の両端に、階段
室8が設けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described with reference to FIGS. FIG. 2 shows a steel frame / R constructed by the construction method and the system formwork according to this embodiment.
It is a horizontal sectional view of C structure compound structure building. In this building, a plurality of parallel wall portions (a pair of parallel outer wall portions in the illustrated example) along one direction (girder direction) X is a steel frame portion 3 having a ramen structure including a steel column 1 and a steel beam 2. , 4 and
Each wall provided between the steel columns 1 and 1 along the other direction (the wife direction) Y is a reinforced concrete wall 5 of an earthquake-resistant wall. This building is an apartment house in which each dwelling unit S is arranged in a row on each floor. Of the reinforced concrete walls 5, those at both ends of the building are outer walls of the wife's face, and those in the middle are door border walls. On each floor, a common corridor 6 is provided along a steel frame portion 3 serving as one outer wall portion, and a balcony 7 is provided along a steel frame portion 4 serving as the other outer wall portion. The common corridor 6 and the balcony 7 are composed of cantilever slabs or the like. Further, a staircase room 8 is provided at both ends of the common corridor 6.

【0012】図1は、図2の建物の構築過程を示す部分
斜視図である。図1(A)〜(F)は、各々図5〜図7
に拡大して示す。まず、対面する鉄骨造部分3,4にお
ける各鉄骨柱1の建方を行う(図1(A))。鉄骨柱1
は、建物の一部の高さとなる複数階分(この例では3階
分)の高さのものであり、各階の床梁を接合するための
梁仕口2aが予め設けられている。鉄骨柱1は、角形の
鋼管柱とされ、梁仕口2aには梁2と同じ断面形状のH
形鋼が用いられている。鉄骨柱1は、鉄骨製の柱であれ
ば良く、H形鋼であっても良い。また、鉄骨柱1は、コ
ンクリート充填鋼管柱であっても良い。鉄骨柱1には、
コンクリート壁5内に埋め込まれる剪断力伝達用のスタ
ッド15が高さ方向に沿って多数突設されている。建方
された鉄骨柱1間に、桁方向の鉄骨梁2を接合し(図1
(B))、鉄骨柱1と鉄骨梁2とでなる鉄骨造部分3,
4を構築する。鉄骨梁2は、添え板等を介して鉄骨柱1
の梁仕口2aにボルト接合する。このように先行建方さ
れた鉄骨造部分3,4の対向する鉄骨柱1,1間に、片
面の壁用型枠11を設置する。この片面の壁用型枠11
は、後に説明するシステム型枠10を構成するものであ
り、先行建方された鉄骨柱1に支持させる。
FIG. 1 is a partial perspective view showing a construction process of the building of FIG. 1A to 1F are FIGS. 5 to 7 respectively.
It is shown enlarged. First, the construction of each steel column 1 in the facing steel frame parts 3 and 4 is performed (FIG. 1A). Steel column 1
Has a height of a plurality of floors (three floors in this example) which is a part of the height of the building, and is provided with a beam connection 2a for joining floor beams of each floor in advance. The steel column 1 is a square steel tube column, and the beam connection 2a has an H section having the same cross-sectional shape as the beam 2.
Shaped steel is used. The steel column 1 may be any steel column, and may be an H-shaped steel. Further, the steel column 1 may be a concrete-filled steel tube column. Steel column 1
A number of studs 15 for transmitting a shearing force embedded in the concrete wall 5 are protruded in the height direction. A girder direction steel beam 2 is joined between the constructed steel columns 1 (FIG. 1).
(B)), a steel frame part 3 composed of a steel column 1 and a steel beam 2,
Build 4. The steel beam 2 is connected to the steel column 1 via an attachment plate or the like.
Bolt connection to the beam connection 2a. A single-sided wall form 11 is installed between the opposed steel columns 1, 1 of the steel-framed portions 3, 4 which have been erected in this way. This single-sided wall form 11
Constitutes a system form 10 to be described later, and is supported by the steel column 1 that has been erected earlier.

【0013】この片面の壁用型枠11をガイドとして、
壁用鉄筋13を配筋する(同図(C))。この壁用鉄筋
13は、現場組みとしても良いが、この例では予め工場
で所定形状に組んでおき、壁用型枠11に対して取付け
る。この壁用鉄筋13の取付の後、反対側の壁用型枠1
2を配置する(同図(D))。この壁用型枠12は、在
来の耐水合板等の在来の木製のもの、あるいは樹脂製や
金属製のものであり、システム型枠10側の壁用型枠1
1にセパレータ14で固定する。
Using the single-sided wall form 11 as a guide,
The wall reinforcing bar 13 is arranged (FIG. (C)). The rebar 13 for the wall may be assembled in the field, but in this example, it is assembled in a predetermined shape at a factory in advance and attached to the wall form 11. After attaching the wall reinforcing bar 13, the opposite side wall form 1
2 (FIG. 2D). The wall formwork 12 is a conventional wooden form such as a conventional water-resistant plywood, or made of resin or metal.
1 is fixed with a separator 14.

【0014】このように設置された壁用型枠11,12
上に、これら壁用型枠11,12間の空間を蓋しないよ
うに、ハーフプレキャスト床版16を敷き込む。これら
ハーフプレキャスト床版16は、隣合う鉄筋コンクリー
ト壁5,5の壁用型枠11,12(図4(B))に両端
を載せて、妻方向に複数枚並べる。なお、ハーフプレキ
ャスト床版16の敷き込みの前に、必要に応じて、桁方
向の鉄骨梁2に床スラブの剪断力伝達用のスタッド(図
示せず)を打設する。また、この例のように床スラブ内
にボイド空間等の空間を設ける場合は、このように敷き
込まれるハーフプレキャスト床版16に予めその空間形
成用部材27を設置したものを用いる。
The wall forms 11, 12 thus installed
A half precast floor slab 16 is laid on the top so as not to cover the space between the wall forms 11 and 12. The half precast floor slabs 16 are placed on the wall forms 11, 12 (FIG. 4 (B)) of the adjacent reinforced concrete walls 5, 5, and a plurality of the half precast slabs are arranged in the wife direction. Before the half precast floor slab 16 is laid, if necessary, a stud (not shown) for transmitting the shear force of the floor slab is cast on the steel beam 2 in the girder direction. In the case where a space such as a void space is provided in the floor slab as in this example, a half precast floor slab 16 to be laid in this way is provided with the space forming member 27 previously installed.

【0015】このように、壁用型枠11,12の設置、
およびハーフプレキャスト床版16の敷き込みが終わっ
た後、ハーフプレキャスト床版16上への床スラブ26
のコンクリート打設と、壁用型枠11,12内へのコン
クリート打設とを行う。養生後、壁用型枠11,12は
外し、上階へ移動させる。壁用型枠11,12の上階へ
の移動は、例えばバルコニー7の未構築部分等から行わ
れる。上階の鉄筋コンクリート壁5の構築、およびさら
に上階の床スラブ26の構築は、前記と同様に、つまり
図1(B)の壁用型枠11の配置からの工程を繰り返し
て行われる。このようにして、鉄骨柱1の立てられた高
さ分までコンクリート壁5および床スラブ26の構築が
完了した後(図8(A))、図8(B)のように建方済
みの鉄骨柱1の上に、さらに複数階分または1階分の高
さの鉄骨柱1Aを建て込む。この後、前記と同様に鉄骨
梁2の接合を行い、壁用型枠11,12の設置、ハーフ
プレキャスト床版16の敷き込み、およびコンクリート
打設を、1階分ずつ順次上階へ行う。
As described above, the installation of the wall forms 11, 12
After the laying of the half precast slab 16 is completed, the floor slab 26
And concrete casting into the wall forms 11 and 12 are performed. After curing, the wall forms 11, 12 are removed and moved to the upper floor. Movement to the upper floor of the wall forms 11 and 12 is performed, for example, from an unconstructed portion of the balcony 7 or the like. The construction of the reinforced concrete wall 5 on the upper floor and the construction of the floor slab 26 on the upper floor are performed in the same manner as described above, that is, by repeating the steps from the arrangement of the wall form 11 in FIG. After the construction of the concrete wall 5 and the floor slab 26 is completed up to the height of the steel column 1 (FIG. 8 (A)), as shown in FIG. On the pillar 1, a steel pillar 1A having a height of a plurality of floors or one floor is further built. Thereafter, the steel beams 2 are joined in the same manner as described above, and the installation of the wall forms 11 and 12, the installation of the half precast floor slab 16, and the concrete casting are sequentially performed one floor at a time on the upper floor.

【0016】つぎに、壁用型枠11,12の構成を説明
する。壁用型枠11は、図3および図4に示すように、
規格化された所定幅,所定高さのものであって、例えば
樹脂製型枠とされ、複数枚が横並びに設置される。これ
ら複数枚の壁用型枠11と、横端太17,18と、縦端
太19とで、組み立ておよび分離可能なシステム型枠2
0が構成される。なお、図3(C)および図4(A)に
おいて、ハッチングを施して図示した部分は、高さまた
は幅寸法調整用の複数枚並設される壁用型枠21の配置
範囲である。個々の寸法調整用壁用型枠21間の仕切り
は、図示を省略してある。寸法調整用の壁用型枠21
は、在来木製型枠等のように、必要寸法に応じて切断さ
れる型枠等が用いられる。同図に示すように、打設済み
の下階の床スラブ26上に配置し、階高と壁用型枠11
の高さが合わない場合などに、壁用型枠11の上に寸法
調整用の壁用型枠21を設置する。また、壁用型枠11
の並び幅と、壁の幅とが合わない場合も、壁用型枠11
の配列に並べて寸法調整用の壁用型枠21を配置する。
同図に示すように、壁用型枠11の配列を複数個所に分
け、その配列間にも寸法調整用の壁用型枠21を配置す
るようにしても良い。
Next, the configuration of the wall forms 11, 12 will be described. As shown in FIG. 3 and FIG.
It has a standardized predetermined width and predetermined height, for example, a resin mold, and a plurality of sheets are arranged side by side. The system form 2 that can be assembled and separated by the plurality of wall forms 11, the horizontal ends 17 and 18, and the vertical end 19.
0 is configured. In FIG. 3C and FIG. 4A, a hatched portion indicates an arrangement range of a plurality of wall molds 21 for adjusting the height or width dimension. The partitions between the individual wall molds 21 for dimension adjustment are not shown. Wall formwork 21 for dimension adjustment
For example, a formwork that is cut according to required dimensions, such as a conventional wooden formwork, is used. As shown in the same drawing, the floor form and the wall form 11
For example, when the heights do not match, a wall form 21 for dimension adjustment is installed on the wall form 11. Also, the wall form 11
If the width of the wall does not match the width of the wall,
The wall formwork 21 for dimension adjustment is arranged in the arrangement of the above.
As shown in the figure, the arrangement of the wall form 11 may be divided into a plurality of positions, and the wall form 21 for dimension adjustment may be arranged between the arrangements.

【0017】システム型枠20の複数枚並んだ壁用型枠
11は、上下複数個所の横端太17,18で支えられ、
その背面からさらに複数の縦端太19で支えられる。最
上段の横端太17は、トラス形式のものとされ、残りの
横端太18にはパイプ材等が使用される。このトラス形
式の横端太17は、前後に並ぶ一対の平行な弦材23,
23と、これら弦材23,23間に設けられた斜材等の
ラチス材24と、2本の弦材23,23の両端を繋ぐ端
部部材25とで構成される。弦材23にはパイプ材等の
鋼材が使用され、端部部材25には鋼板等が使用され
る。横端太17は、図示の例のように、複数本を長さ方
向に継いで用いても良い。縦端太19も、トラス形式の
横端太17と同様に、一対の平行な弦材と、ラチス材
と、端部部材とで構成される。なお、縦端太19は図4
(A)のように単なる棒材ないしパイプ材で構成しても
良く、その場合、トラス形式の横端太17の壁用型枠1
1から離れた方の弦材23と、縦端太19の上端付近と
の間には方杖状の補強材28を設けることが好ましい。
トラス形式の横端太17は、図1では説明を省略して
が、鉄骨造部分3,4の建方時に、柱継ぎ材として鉄骨
柱1,1間に両端が接合される。この後、他の各横端太
18、縦端太19、および壁用型枠11の設置が行われ
る。なお、最上段の横端太17を除く縦横の端太18,
19は、互いに接合されて枠組体29を構成する。この
枠組体29に壁用型枠11が取付けられて、一体として
運搬可能な型枠組立体が構成される。この型枠組立体
は、最上段の横端太17を含むものとしても良い。
A plurality of wall forms 11 of the system form 20 are supported by a plurality of upper and lower lateral ends 17, 18.
It is further supported by a plurality of vertical ends 19 from its back. The uppermost horizontal end 17 is of a truss type, and the remaining horizontal end 18 is made of a pipe material or the like. This truss-type lateral end 17 has a pair of parallel chords 23,
23, a lattice member 24 such as a diagonal member provided between the chord members 23, 23, and an end member 25 connecting both ends of the two chord members 23, 23. A steel material such as a pipe material is used for the chord material 23, and a steel plate or the like is used for the end member 25. As shown in the example of the drawing, a plurality of the lateral ends 17 may be joined in the length direction. Like the truss-type lateral end 17, the vertical end 19 also includes a pair of parallel chords, a lattice, and an end member. The vertical end 19 is shown in FIG.
As shown in (A), a simple bar or pipe material may be used.
It is preferable to provide a stick-shaped reinforcing member 28 between the chord member 23 away from 1 and the vicinity of the upper end of the longitudinal end 19.
Although not described in FIG. 1, the truss-type lateral end tabs 17 are joined at both ends between the steel columns 1, 1 as column connection members when the steel frame parts 3, 4 are constructed. After that, the other horizontal end thickness 18, vertical end thickness 19, and wall form 11 are installed. In addition, the vertical and horizontal edges 18, excluding the uppermost horizontal edge 17,
19 are joined together to form a frame body 29. The wall form 11 is attached to the frame assembly 29 to form a form assembly that can be transported as a single unit. This formwork assembly may include the uppermost horizontal edge 17.

【0018】システム型枠20と反対側の壁用型枠12
は、前記のように在来型の型枠で良く、図4(C)のよ
うに、縦端太および横端太と共にセパレータ14でシス
テム型枠20の壁用型枠11に固定する。ハーフプレキ
ャスト床版16は、両壁用型枠11,12に端部を載せ
て支持するが、壁用型枠11,12の強度が不足の場合
は、適宜の支保工(図示せず)を設ける。例えば、シス
テム型枠20側のシステム型枠11がハーフプレキャス
ト床版16の支持に必要な強度を有し、反対側の壁用型
枠12が強度不足の場合は、壁用型枠12側に支保工を
用いる。
The wall form 12 opposite to the system form 20
May be a conventional type formwork as described above, and as shown in FIG. 4 (C), is fixed to the wall formwork 11 of the system formwork 20 by the separator 14 together with the vertical end and the horizontal end. The half precast floor slab 16 is supported by placing the ends on the two-wall forms 11 and 12. If the strength of the wall forms 11 and 12 is insufficient, an appropriate support (not shown) is used. Provide. For example, when the system form 11 on the side of the system form 20 has the strength necessary to support the half precast floor slab 16 and the form 12 for the wall on the opposite side has insufficient strength, the form 12 for the wall is Use shoring.

【0019】この複合構造建物の構築方法によると、こ
のように、先行建方した鉄骨造部分3,4に壁用型枠を
支持する機能を持たせるため、躯体精度が安定し、工期
も短縮される。また、壁用型枠11をシステム化し、こ
れ自体に鉄骨建方時の継ぎ材の機能を持たせるようにし
たため、部材点数が削減され、作業が省力化される。ま
た、鉄筋工事よりも先に片側の壁用型枠11が立ち上げ
られるため、鉄筋の工場組が容易となる。また、これが
ガイドとなり、壁用鉄筋13の被り精度も上がる。シス
テム型枠20は片側のみとしたため、コストが節減でき
る。また、システム型枠20は分解可能であるため、上
階へ移動でき、同じ建物に何度も使用できる。システム
型枠20は、RC造に限らず、鉄骨鉄筋コンクート造
(SRC造)の壁の構築にも使用できる。
According to this method of constructing a composite structure building, since the steel framed parts 3 and 4 which have been erected earlier have the function of supporting the wall formwork, the frame accuracy is stabilized and the construction period is shortened. Is done. Further, since the wall formwork 11 is systematized and provided with the function of a joint material when building a steel frame, the number of members is reduced and work is saved. Further, since the wall formwork 11 on one side is started up before the rebar construction, the factory assembly of the rebar becomes easy. Further, this serves as a guide, and the covering accuracy of the wall reinforcing bar 13 is improved. Since only one side of the system form 20 is used, the cost can be reduced. Further, since the system formwork 20 can be disassembled, it can be moved to the upper floor and can be used many times in the same building. The system formwork 20 can be used not only for construction of RC structures but also for construction of walls of steel frame reinforced concrete structures (SRC structures).

【0020】なお、前記実施形態では、コンクリート壁
5とその上階の床スラブ26とを同時に打設するように
したが、床スラブ26とその階のコンクリート壁5とを
同時に打設しても良い。その場合、硬化したコンクリー
ト壁5の上の階の床スラブの構築がまだであって、シス
テム型枠20の持ち上げの邪魔とならないため、例えば
図9に示すように、コンクリート壁5の硬化養生後に、
システム型枠20を分解せずに、組立状態のままで上の
階に移動させ、上の階のコンクリート壁5の打設に用い
ることができる。
In the above embodiment, the concrete wall 5 and the floor slab 26 on the upper floor are simultaneously cast. However, the floor slab 26 and the concrete wall 5 on the same floor may be simultaneously cast. good. In this case, since the floor slab on the floor above the hardened concrete wall 5 is not yet constructed and does not hinder the lifting of the system formwork 20, for example, as shown in FIG. ,
The system form 20 can be moved to the upper floor in the assembled state without disassembly and used for placing the concrete wall 5 on the upper floor.

【0021】なお、この発明および前記各実施形態の構
築方法は、図2の建物に限らず、図10に示すように、
一方向(桁方向)Xに沿う3つの平行な壁面部分(一対
の外壁面部分と中間の壁面部分)が、鉄骨柱1および鉄
骨梁2によるラーメン構造の鉄骨造部分43,44,4
5であり、他方向(妻方向)Yに沿って鉄骨柱1,1間
に設けられた各壁が、耐震壁の鉄筋コンクリート壁5と
された建物にも、同様に適用できる。また、図11に示
すように、一方向(桁方向)Xに沿う2つの平行な外壁
面部分が、鉄骨柱1および鉄骨梁2によるラーメン構造
の鉄骨造部分46,47であり、前記一方向に沿う中間
の複数の壁面部分48a,48bが、他方向(妻方向)
の梁50で接合されてボックス状のラーメン構造の鉄骨
造部分48となり、他方向(妻方向)Yに沿って隣合う
鉄骨造部分46,48間および鉄骨造部分47,48間
で鉄骨柱1,1間に設けられた各壁が耐震壁の鉄筋コン
クリート壁5とされた建物にも、この発明の構築方法が
適用できる。同図の建物は、例えば、各住戸が2列に平
行に並ぶ集合住宅等となるものである。
Note that the construction method of the present invention and each of the above embodiments is not limited to the building of FIG. 2, but as shown in FIG.
Three parallel wall portions (a pair of outer wall portions and an intermediate wall portion) along one direction (girder direction) X are steel frame portions 43, 44, and 4 having a rigid frame structure formed by the steel column 1 and the steel beam 2.
5 can be similarly applied to a building in which the walls provided between the steel columns 1 and 1 along the other direction (wife direction) Y are reinforced concrete walls 5 of earthquake-resistant walls. Also, as shown in FIG. 11, two parallel outer wall portions along one direction (girder direction) X are steel frame portions 46 and 47 having a rigid frame structure by the steel column 1 and the steel beam 2, and the one direction. A plurality of middle wall portions 48a, 48b along the other direction (wife direction)
Is formed into a box-shaped steel frame portion 48 having a rigid frame structure, and the steel column 1 is formed between adjacent steel frame portions 46 and 48 and between the steel frame portions 47 and 48 along the other direction (wife direction) Y. , 1 can also be applied to a building in which each wall provided between the reinforced concrete walls 5 is an earthquake-resistant wall. The building in the figure is, for example, an apartment house in which each dwelling unit is arranged in two rows in parallel.

【0022】なお、この発明は、前記各実施形態におい
て、各鉄骨造部分3,4,43〜48をプレキャスト造
部分に代えた建物、すなわち各鉄骨柱1に代えてプレキ
ャスト鉄筋コンクリート柱を用い、各鉄骨梁2に代えて
プレキャスト鉄筋コンクリート梁を用いたプレキャスト
材使用RC造建物の構築方法にも適用することができ
る。この場合に、この発明とは異なるが、プレキャスト
鉄筋コンクリート梁に代えて現場打ちのRC梁とするこ
ともでき、その場合にも、プレキャスト鉄筋コンクリー
ト柱を先行建方してこれに型枠を支持させることによる
精度向上および施工性の向上効果が得られる。
It should be noted that the present invention uses a precast reinforced concrete column instead of each steel frame column 1 in each of the above-mentioned embodiments, in which the steel frame portions 3, 4, 43 to 48 are replaced with precast portions. The present invention can also be applied to a method of constructing an RC building using a precast material using a precast reinforced concrete beam instead of the steel beam 2. In this case, although different from the present invention, a precast reinforced concrete beam can be used instead of a precast reinforced concrete beam. In such a case, the precast reinforced concrete column is preformed and the formwork is supported by this. Thus, the effect of improving accuracy and workability can be obtained.

【0023】[0023]

【発明の効果】この発明の鉄骨造・RC造複合構造建物
の構築方法およびそのシステム型枠は、先行建方した鉄
骨造部分に壁用型枠を支持する機能を持たせるため、躯
体精度が安定し、工期も短縮される。壁用型枠をシステ
ム化し、これ自体に鉄骨建方時の継ぎ材の機能を持たせ
るようにした場合は、部材点数が削減され、作業が省力
化される。また、鉄筋工事よりも先に壁用型枠が立ち上
げられるため、鉄筋の工場組が容易となる。また、これ
がガイドとなり、鉄筋の被り精度も上がる。この発明の
プレキャスト材使用RC造建物の構築方法は、先行建方
したプレキャスト材造部分に壁用型枠を支持する機能を
持たせるため、躯体精度が安定し、工期も短縮される。
The construction method and the system formwork of the steel-frame / RC-structure composite structure building according to the present invention have the function of supporting the wall-form in the steel-structured portion which was erected earlier, so that the accuracy of the skeleton is improved. Stable and shortened construction period. In the case where the wall formwork is systematized and has a function of a joint material when building a steel frame, the number of members is reduced, and the work is saved. In addition, since the wall formwork is set up before the rebar work, it is easy to assemble the rebar factory. In addition, this serves as a guide, and the covering accuracy of the reinforcing bar increases. According to the method of constructing a precast material-use RC building of the present invention, the precast material-formed portion has a function of supporting the wall formwork, so that the accuracy of the skeleton is stabilized and the construction period is shortened.

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

【図1】この発明の一実施形態にかかる鉄骨造・RC造
複合構造建物の構築方法を示す工程説明図である。
FIG. 1 is an explanatory process diagram showing a method of constructing a steel-frame / RC-structure composite structure building according to an embodiment of the present invention.

【図2】同構築方法で構築する建物の水平断面図であ
る。
FIG. 2 is a horizontal sectional view of a building constructed by the same construction method.

【図3】(A)はシステム型枠と鉄骨柱との関係を示す
側面図、(B)は同図(A)のB−B線断面図、(C)
は同図(A)のC−C線断面図である。
3A is a side view showing a relationship between a system formwork and a steel column, FIG. 3B is a sectional view taken along line BB of FIG. 3A, and FIG.
FIG. 2 is a cross-sectional view taken along line CC of FIG.

【図4】(A)は同システム型枠における端太除去状態
を示す側面図、(B)は図3(A)のVI-VI 線断面図、
(C)は図3(A)のV−V線断面図である。
FIG. 4 (A) is a side view showing a state in which trimming is removed from the system formwork, FIG. 4 (B) is a sectional view taken along line VI-VI of FIG. 3 (A),
FIG. 5C is a sectional view taken along line VV of FIG.

【図5】(A)は図1(A)の拡大図、(B)は図1
(B)の拡大図である。
FIG. 5A is an enlarged view of FIG. 1A, and FIG.
It is an enlarged view of (B).

【図6】(A)は図1(C)の拡大図、(B)は図1
(D)の拡大図である。
6A is an enlarged view of FIG. 1C, and FIG.
It is an enlarged view of (D).

【図7】(A)は図1(E)の拡大図、(B)は図1
(F)の拡大図である。
FIG. 7A is an enlarged view of FIG. 1E, and FIG.
It is an enlarged view of (F).

【図8】(A)は図7(F)の後の工程を示す斜視図、
(B)はさらに後の工程を示す斜視図である。
FIG. 8A is a perspective view showing a step after FIG. 7F;
(B) is a perspective view showing a further later step.

【図9】この発明の他の実施形態にかかる複合構造建物
構築方法の説明図である。
FIG. 9 is an explanatory diagram of a composite structure building construction method according to another embodiment of the present invention.

【図10】同構築方法で構築する他の建物の水平断面図
である。
FIG. 10 is a horizontal sectional view of another building constructed by the construction method.

【図11】同構築方法で構築するさらに他の建物の水平
断面図である。
FIG. 11 is a horizontal sectional view of still another building constructed by the same construction method.

【符号の説明】[Explanation of symbols]

1…鉄骨柱 2…鉄骨梁 3,4…鉄骨造部分 5…鉄筋コンクリート壁 11,12…壁用型枠 13…壁用鉄筋 14…セパレータ 16…ハーフプレキャスト床版 17,18…横端太 19…縦端太 20…システム型枠 DESCRIPTION OF SYMBOLS 1 ... Steel column 2 ... Steel beam 3, 4 ... Steel frame part 5 ... Reinforced concrete wall 11, 12 ... Wall form 13 ... Reinforcing bar 14 ... Separator 16 ... Half precast floor slab 17, 18 ... Thick end 19 ... Vertical end 20: System formwork

Claims (9)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の鉄骨造部分の鉄骨柱および鉄骨梁
の建方を行う過程と、前記鉄骨梁と交差する方向の壁用
型枠を、先行建方された鉄骨造部分に支持させて設置
し、かつこの型枠内に壁鉄筋を配置する過程と、前記壁
用型枠内にコンクリートを打設して鉄筋コンクリート壁
を構築する過程とを含む鉄骨造・RC造複合構造建物の
構築方法。
1. A step of constructing a steel column and a steel beam of a steel frame portion of a building, and supporting a wall form in a direction intersecting with the steel frame beam by a steel frame portion which has been erected earlier. A method for constructing a steel-frame / RC complex composite structure building including a step of installing and arranging a wall reinforcing bar in the formwork, and a step of laying concrete in the wall formwork to construct a reinforced concrete wall. .
【請求項2】 前記建物は、一方向に沿う複数の平行な
壁面部分がラーメン構造の鉄骨造部分であり、他方向の
複数枚の耐震壁が鉄筋コンクリート壁である請求項1記
載の鉄骨造・RC造複合構造建物の構築方法。
2. The steel frame according to claim 1, wherein the plurality of parallel wall portions along one direction are steel frame portions having a rigid frame structure, and the plurality of earthquake-resistant walls in the other direction are reinforced concrete walls. Construction method of RC composite structure building.
【請求項3】 壁用型枠を支持する横端太の一部のもの
を、鉄骨建方時の鉄骨柱間の継ぎ材を兼ねるものとした
請求項1または請求項2記載の鉄骨造・RC造複合構造
建物の構築方法。
3. The steel frame according to claim 1, wherein a part of the lateral end supporting the wall formwork also serves as a joining material between the steel columns when the steel frame is constructed. Construction method of RC composite structure building.
【請求項4】 コンクリート打設空間を介して対面する
壁用型枠のうち、片面のものを鉄骨造部分に支持させて
設置し、ついで壁用鉄筋を配置した後、もう片方の壁用
型枠を配置して前記片方の壁用型枠にセパレータで固定
する請求項1ないし請求項3のいずれかに記載の鉄骨造
・RC造複合構造建物の構築方法。
4. A wall form facing one another through a concrete casting space, one side of which is supported by a steel-framed portion, and a wall reinforcing bar is disposed, and then the other wall form is disposed. The method for constructing a steel-frame / RC-structure building according to any one of claims 1 to 3, wherein a frame is arranged and fixed to the one wall form with a separator.
【請求項5】壁用型枠に上階の床となるハーフプレキャ
スト床版を載せ、このハーフプレキャスト床版上の現場
打ちコンクリートの打設と、壁用型枠内へのコンクリー
ト打設とを同時に行う請求項1ないし請求項3のいずれ
かに記載の鉄骨造・RC造複合構造建物の構築方法。
5. A half precast slab serving as an upper floor is placed on a wall formwork, and the casting of cast-in-place concrete on the half precast slab and the concrete casting into the wall formwork are performed. The method for constructing a steel-frame / RC composite structure building according to any one of claims 1 to 3, which is performed simultaneously.
【請求項6】 他の壁用型枠と対面させて用いられて鉄
筋コンクリート壁の片面を成形するシステム型枠であっ
て、横並びに配置される複数枚の規格化された壁用型枠
と、この壁用型枠を支える複数の横端太および縦端太と
を備え、これら各壁用型枠と横端太と縦端太とは相互に
分割および組み立てが可能であり、前記横端太の一部の
ものは、両端が鉄骨柱に接合されて前記鉄骨柱の建方時
の継ぎ材を兼用し、前記壁用型枠は上階床のハーフプレ
キャスト床版の荷重支持が可能なものであるシステム型
枠。
6. A system formwork which is used facing another wall formwork to form one side of a reinforced concrete wall, comprising: a plurality of standardized wall forms arranged side by side; It is provided with a plurality of horizontal end portions and vertical end portions that support the wall form, and each of the wall form portions, the horizontal end portion and the vertical end portion can be divided and assembled with each other. Some of the two are joined at both ends to a steel column and also serve as a joint material when the steel column is constructed, and the wall formwork can support the load of a half precast floor slab of an upper floor. Is the system formwork.
【請求項7】 前記の継ぎ材を兼用する横端太と、縦端
太の少なくとも一部のものをトラスとした請求項6記載
のシステム型枠。
7. The system form according to claim 6 , wherein at least a part of the horizontal end and the vertical end also serving as the joining material is a truss.
【請求項8】 建物のプレキャスト鉄筋コンクリート柱
およびプレキャスト鉄筋コンクリート梁で構築されるプ
レキャスト材造部分の前記プレキャスト鉄筋コンクリー
ト柱およびプレキャスト鉄筋コンクリート梁の建方を行
う過程と、前記プレキャスト鉄筋コンクリート梁と交差
する方向の壁用型枠を、先行建方されたプレキャスト材
造部分に支持させて設置し、かつこの型枠内に壁鉄筋を
配置する過程と、前記壁用型枠内にコンクリートを打設
して現場打ちの鉄筋コンクリート壁を構築する過程とを
含むプレキャスト材使用RC造建物の構築方法。
8. A process for constructing the precast reinforced concrete columns and the precast reinforced concrete beams of a precast reinforced concrete column and a precast reinforced concrete beam constructed of the precast reinforced concrete beams, and for a wall in a direction intersecting with the precast reinforced concrete beams. The process of installing the formwork by supporting it on the pre-cast precast material part, and arranging the wall rebar in this formwork, and casting the concrete in the wall formwork and casting it in place. A method of constructing an RC building using precast materials, including a step of constructing a reinforced concrete wall.
【請求項9】 前記建物は、一方向に沿う複数の平行な
壁面部分がプレキャスト材造部分であり、他方向の複数
枚の耐震壁が現場打ちの鉄筋コンクリート壁である請求
項8記載のプレキャスト材使用RC造建物の構築方法。
9. The precast material according to claim 8, wherein a plurality of parallel wall portions along one direction are precast material portions, and a plurality of earthquake-resistant walls in the other direction are cast-in-place reinforced concrete walls. Construction method of used RC building.
JP14365998A 1998-05-26 1998-05-26 Construction method of steel frame / RC composite structure building and formwork thereof Expired - Fee Related JP2977798B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14365998A JP2977798B1 (en) 1998-05-26 1998-05-26 Construction method of steel frame / RC composite structure building and formwork thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14365998A JP2977798B1 (en) 1998-05-26 1998-05-26 Construction method of steel frame / RC composite structure building and formwork thereof

Publications (2)

Publication Number Publication Date
JP2977798B1 true JP2977798B1 (en) 1999-11-15
JPH11336327A JPH11336327A (en) 1999-12-07

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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100377406B1 (en) * 2000-02-02 2003-03-29 윤석현 Carrying out joint die of reinforced concrete
JP2002097716A (en) * 2000-09-22 2002-04-05 Ando Corp Short support slab supporting structure
CN103266780B (en) * 2013-05-08 2015-10-07 北京城建精工钢结构工程有限公司 Tree-shaped steel column assembled moulding bed combined system and tree-shaped steel column assembling and construction method
CN104652830B (en) * 2015-01-27 2016-08-24 安徽同济建设集团有限责任公司 The construction method that a kind of Prefabricated construction panel and prefabricated panel are built
EA034519B1 (en) * 2015-06-08 2020-02-17 Шанхай Мекенайзд Констракшн Груп Ко., Лтд. Prefabricated light steel concrete plate column structure and construction method therefor
CN105256889A (en) * 2015-11-02 2016-01-20 上海市机械施工集团有限公司 Precast concrete wall type support structure
CN105908965A (en) * 2016-04-20 2016-08-31 北京珠穆朗玛绿色建筑科技有限公司 Assembly type concrete wall board, assembly type building and assembly method
AU2018100643B4 (en) * 2017-09-12 2018-09-13 Iavilaer Pty Ltd Building construction method

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