JPS63201222A - Wall type composite building structure - Google Patents
Wall type composite building structureInfo
- Publication number
- JPS63201222A JPS63201222A JP3424387A JP3424387A JPS63201222A JP S63201222 A JPS63201222 A JP S63201222A JP 3424387 A JP3424387 A JP 3424387A JP 3424387 A JP3424387 A JP 3424387A JP S63201222 A JPS63201222 A JP S63201222A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- wall
- frame
- slab
- 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.)
- Granted
Links
- 239000002131 composite material Substances 0.000 title claims description 27
- 238000009415 formwork Methods 0.000 claims description 71
- 239000004567 concrete Substances 0.000 claims description 26
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 230000002787 reinforcement Effects 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000010276 construction Methods 0.000 description 21
- 239000000463 material Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000009414 blockwork Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (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、組積造壁体と、組積造壁体の上部間に横架さ
れたＳ造大梁と、合成スラブとから成る壁式複合建築構
造に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a wall-type construction consisting of a masonry wall, an S-frame girder suspended between the upper parts of the masonry wall, and a composite slab. It concerns complex architectural structures.
コンクリート製型枠ブロックを組み合わせて壁型枠を形
成すると共に、その中空部に鉄筋を配置してコンクリー
トを打設することによりＲＣ造の壁体を構築する型枠ブ
ロック工法は既に知られている。The formwork block construction method is already known, in which a wall formwork is formed by combining concrete formwork blocks, and a reinforced concrete wall is constructed by placing reinforcing bars in the hollow part and pouring concrete. .
しかしながら、型枠ブロック工法を採用した従来の建築
構造は、第１２図、第１３図に示すように、各組積造壁
体（耐力壁）の上部に形成される壁梁及び組積造壁体の
上部間に位置する大梁、床スラブが、いずれもコンクリ
ートの現場打ちによるＲＣ造であり、型枠ブロックａを
組み合わせて壁型枠すを形成すると共に、その中空部に
補強鉄筋Ｃを配置した後、当該壁型枠すの上方に梁側の
仮枠ｄを、壁型枠す間の位置においては梁底の仮枠ｅ及
び梁側の仮枠ｄを夫々組み立て、さらに床の仮枠ｆを組
み立て、梁筋ｇおよび床筋りの配筋を行い、床および壁
のコンクリートｉを打設するといった手順で構築されて
いた。ｊは型枠セパレータ、ｋは根太、大引き、パイプ
サポート等よりなる支保工である。However, in the conventional building structure employing the formwork block construction method, as shown in Fig. 12 and Fig. The girders and floor slab located between the upper parts of the body are both RC structures made of cast-in-place concrete, and formwork blocks A are combined to form the wall formwork, and reinforcing reinforcing bars C are placed in the hollow parts. After that, the temporary frame d on the beam side is assembled above the wall formwork, the temporary frame e on the beam bottom and the temporary frame d on the beam side are assembled at the position between the wall formworks, and then the temporary frame on the floor is assembled. The building was constructed using the following steps: assembling beam reinforcements f, arranging beam reinforcements g and floor reinforcements, and pouring concrete i for the floor and walls. j is a formwork separator, and k is a support consisting of joists, joists, pipe supports, etc.
上記の従来例においては、プロツク工事（壁型枠すを組
み立てるまでの工程）は、迅速かつ容易に行えるのであ
るが、壁梁や大梁、床の型枠工事や鉄筋工事にかなりの
時間と労力を要し、しかも梁側の仮枠ｄや梁底の仮枠ｅ
、床の仮枠ｆ、支保工に等々、多量の仮設材が必要で、
その解体撤去や搬出入に多大の手間を要し、型枠ブロッ
ク工事の採用による利点が活かされてはいなかった。In the conventional example mentioned above, the block work (the process up to assembling the wall formwork) can be done quickly and easily, but the formwork work and reinforcing bar work for wall beams, girders, and floors takes considerable time and effort. In addition, the temporary frame d on the beam side and the temporary frame e on the bottom of the beam are required.
A large amount of temporary materials are required, such as temporary floor frames, shoring, etc.
It took a great deal of time to dismantle, remove, and carry in and out, and the advantages of using formwork block construction were not being utilized.
また支保工ｋを解体撤去するまでは、多数のパイプサポ
ートが林立しているため、床面の仕上げ工事や間仕切り
等の造作に着手できず、殊に、狭小な敷地での施工に際
しては、仮設材の資材置き場を別の箇所に確保すること
できないので、解体撤去した仮設材が既設階の床面に積
み置かれ、これをかたづけないと、次の工事に着手でき
ず、これらの結果、工期が著しく長（なるという問題が
あった。In addition, until the shoring k is dismantled and removed, it is not possible to start finishing work on the floor or building partitions, etc., because there are a large number of pipe supports standing in a row. Since it is not possible to secure a storage area for materials in another location, the temporary construction materials that have been dismantled and removed are piled up on the floor of the existing floor, and unless they are cleaned up, the next construction cannot begin, and as a result, the construction period is delayed. There was a problem that the length was extremely long.
コスト面においても、多量の仮設材を使用し、その解体
撤去や搬出に多大の手間を要するので、型枠工事の費用
が高く付き、殊に、型枠工事には熟練工（仮枠大工）が
必要であるが、熟練工が不足する趨勢にある現状におい
ては、人件費の高騰だけでなく、熟練工を確保すること
自体、困難になりつつあり、近い将来、益々その傾向が
強くなるものと予想されている。In terms of cost, as a large amount of temporary construction materials are used and a great deal of effort is required to dismantle and remove them, the cost of formwork work is high, and in particular, the formwork work requires skilled workers (temporary frame carpenters). However, in the current situation where there is a shortage of skilled workers, not only are labor costs soaring, but it is also becoming difficult to secure skilled workers, and this trend is expected to become even stronger in the near future. ing.
本発明の目的は、これらの問題点を解決できる壁式複合
建築構造を提供するものである。The object of the present invention is to provide a wall-type composite building structure that can solve these problems.
上記の目的を達成するために、本発明が講じた技術的手
段は、次の通りである。即ち、本発明による壁式複合建
築構造は、組積造壁体と、組積造壁体の上部間に横架さ
れたＳ造大梁と、合成スラブとから成り、前記組積造壁
体が、型枠ブロックを組積して成る壁型枠と、その内部
に配置された補強鉄筋及び現場打ちコンクリートとによ
って構成され、前記Ｓ造大梁が、前記壁型枠の上部にそ
の全長にわたって位置する鉄骨によって構成され、前記
合成スラブが、合成スラブ用型枠とその上部に配置され
たスラブ筋及び現場打ちコンクリートとによって構成さ
れていることを特徴とするものである。The technical means taken by the present invention to achieve the above object are as follows. That is, the wall-type composite building structure according to the present invention is composed of a masonry wall, an S-frame girder suspended between the upper parts of the masonry wall, and a composite slab, and the masonry wall is , consisting of a wall formwork made of masonry formwork blocks, reinforcing steel bars and cast-in-place concrete placed inside the wall formwork, and the S-frame girder is located on the top of the wall formwork over its entire length. The composite slab is constructed of a steel frame, and is characterized in that the composite slab is composed of a composite slab formwork, slab reinforcements placed on top of the formwork, and cast-in-place concrete.
上記の構成によれば、梁や床の仮枠や支保工等の仮設材
が不要であり、狭小な敷地においても、ブロック工事か
ら梁、床の構築までの工程を迅速容易かつ低コストに施
工できるのである。According to the above configuration, there is no need for temporary materials such as temporary frames and shoring for beams and floors, and the process from block construction to construction of beams and floors can be performed quickly, easily, and at low cost even on small sites. It can be done.
以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below based on the drawings.
第１図、第２図は壁式複合建築構造の一部を示す、Ａは
組積造壁体（耐力壁である。）、Ｂは組積造壁体Ａの上
部間に横架されたＳ造（純鉄骨造）大梁、ＣはＳ造大梁
Ｂ間に横架されたＳ造小梁、Ｄは合成スラブである。Figures 1 and 2 show part of a wall-type composite building structure, where A is a masonry wall (load-bearing wall), and B is a structure suspended between the upper parts of masonry wall A. S construction (pure steel frame construction) girder, C is S construction girder placed horizontally between S construction girders B, and D is composite slab.
前記組積造壁体Ａは、第１図、第３図に示すように、コ
ンクリート（又はセラミック）製の型枠ブロック１を組
積して成る壁型枠（ブロックのシェル部分）２と、その
内部に配置された補強鉄筋３及び現場打ちコンクリート
４とによって構成されている。As shown in FIGS. 1 and 3, the masonry wall body A includes a wall formwork (shell portion of the block) 2 made of concrete (or ceramic) formwork blocks 1, and It is composed of reinforcing steel bars 3 and cast-in-place concrete 4 placed inside.
前記Ｓ造大梁Ｂは、大梁用鉄骨５を前記壁型枠２の上部
にその全長にわたって位置し且つ当該壁型枠２で支持さ
れた躾態に架設して構成され、前記合成スラブＤは、前
記Ｓ造大梁Ｂ及びＳ造小梁Ｃの上に敷設されたデツキプ
レートなどの合成スラブ用型枠（支保工が不要な剛性の
高い床用埋込み型枠）６とその上部に配置されたメツシ
ュ筋などのスラブ筋７及び現場打ちコンクリート８によ
って構成されている。The S-construction girder B is constructed by erecting the girder steel frame 5 on the upper part of the wall formwork 2 over its entire length and supported by the wall formwork 2, and the composite slab D has the following structure: Formwork for synthetic slabs such as deck plates (embedded formwork for floors with high rigidity that does not require shoring) 6 laid on the S-frame girder B and S-frame beam C, and the mesh placed above it. It is composed of slab reinforcements 7 such as reinforcements and cast-in-place concrete 8.
次に、上記の壁式複合建築構造の構築工法を第３図乃至
第９図に基づいて説明する。Next, the construction method of the above-mentioned wall-type composite building structure will be explained based on FIGS. 3 to 9.
先ず、Ｈ型を基本形とする型枠ブロックｌを組み合わせ
て壁型枠２を形成すると共に、その内部には補強鉄筋３
を縦横に配置する。First, a wall formwork 2 is formed by combining formwork blocks l whose basic shape is H-shaped, and reinforcing reinforcing bars 3 are installed inside the wall formwork 2.
Arrange horizontally and vertically.
しかる後、各壁型枠２の上部には、大梁用鉄骨５を架設
し、当該大梁用鉄骨５の荷重を壁型枠２で支持させる。Thereafter, a girder steel frame 5 is constructed above each wall formwork 2, and the load of the girder steel frame 5 is supported by the wall formwork 2.
建物内方の壁型枠２の上部に架設する大梁用鉄骨５は、
第８図に示すように、断面略コ字状の型綱５ａ、 ５ａ
を２本、型枠ブロックｌの厚みに相当する間隙を隔てて
背中合わせに配置し、かつ適当間隔おきにプレート９で
連結したものである。プレート９の下端は型鋼５ａ、
５ａの下端よりも５０鶴程度上方に位置し、第３図に示
すように、プレート９の下端が型枠ブロック１の上端に
当接した状態において、型鋼５ａ、 ５ａの下端部が型
枠ブロックｌに両側から嵌合するようになっている。換
言すれば、壁型枠２の上端部が５０ｍ程度、型鋼５ａ、
５ａ間にのみこまれるようになっている。The steel frame 5 for the girder to be constructed on the upper part of the wall formwork 2 inside the building is
As shown in FIG. 8, form ropes 5a, 5a each having a substantially U-shaped cross section
Two of them are arranged back to back with a gap corresponding to the thickness of the formwork block l, and are connected by plates 9 at appropriate intervals. The lower end of the plate 9 is a shaped steel 5a,
5a, and as shown in FIG. It is designed to fit into the l from both sides. In other words, the upper end of the wall formwork 2 is about 50 m long, the form steel 5a,
It is designed to be swallowed between 5a.
外側の壁型枠２の上部に架設する大梁用鉄骨５は、第３
図、第９図に示すように、同様な断面形状を有する１本
の型鋼５ａのウェブ裏面に、型枠ブロック１における建
物内側のフェイスシェル部分と係合する切欠き１０ａを
有するプレート１０を適当間隔おきに固着し、各プレー
）１０にアンカー鉄筋１１を固着したものであり、プレ
ート１０を壁型枠２の上部に、切欠きｔＯａが型枠ブロ
ックｌと係合し、且つアンカー鉄筋１１が壁型枠２の中
空部に挿入された状態に載置するようになっている。１
２は必要に応じて設けられるスタンドジベルである。The steel frame 5 for the girder constructed on the upper part of the outer wall formwork 2 is the third
As shown in FIGS. 9 and 9, a plate 10 having a notch 10a that engages with the face shell portion on the inside of the building in the formwork block 1 is appropriately attached to the back side of the web of one steel section 5a having a similar cross-sectional shape. Anchor reinforcing bars 11 are fixed to each plate 10 at intervals, and the plates 10 are attached to the upper part of the wall formwork 2, the notches tOa engage with the formwork block l, and the anchor reinforcing bars 11 are fixed to the upper part of the wall formwork 2. It is placed in a state where it is inserted into the hollow part of the wall formwork 2. 1
2 is a stand dowel provided as necessary.
尚、前記各型１ｇ１５ａのウェブ表面には、ボルト孔を
有するガゼｙ）プレー）１３が予め所定間隔おきに取り
付けられている。Note that gauze plates 13 having bolt holes are attached in advance at predetermined intervals on the web surface of each mold 1g15a.
次に、前記大梁用鉄骨５間に、ガゼツトプレー目３とボ
ルト・ナツトを介して小梁用鉄骨１４を架設する。Next, the steel frame 14 for the small beam is erected between the steel frames 5 for the large beam via the gazette play eyes 3 and bolts and nuts.
しかる後、前記大梁用鉄骨５、小梁用鉄骨１４の上に、
前記合成スラブ用型枠６を敷設して溶接により固着する
。After that, on the steel frame 5 for the large beam and the steel frame 14 for the small beam,
The synthetic slab formwork 6 is laid down and fixed by welding.
合成スラブ用型枠６は、第３図、第６図、第７図に示す
ように、各壁型枠２の上方にコンクリート打設用の開口
部が形成される状態に敷設されているが、壁型枠２間に
位置する部分においては、背中合わせとした２本の型ｔ
ｌｉ！１５ａ、 ５ａ間、１本の型鋼５ａと床端部用型
枠ブロックｌａとの間を夫々合成スラブ用型枠６で閉塞
しである。As shown in FIGS. 3, 6, and 7, the composite slab formwork 6 is laid in such a way that an opening for concrete pouring is formed above each wall formwork 2. , In the part located between the wall formwork 2, two molds t are placed back to back.
li! 15a and 5a, and the space between one steel mold 5a and the floor edge formwork block la is closed with a synthetic slab formwork 6, respectively.
尚、第２図に示すｌｂは間隙閉塞用の型枠ブロック、６
ａは合成スラブ用型枠６の凸条部下方へのコンクリート
の流出を阻止するせき板であり、合成スラブ用型枠６の
端部に予め溶接しである。In addition, lb shown in Fig. 2 is a formwork block 6 for closing the gap.
A is a weir plate that prevents concrete from flowing out below the convex strips of the formwork 6 for synthetic slabs, and is welded in advance to the end of the formwork 6 for synthetic slabs.
次に、合成スラブ用型枠６上に、床コンクリートのクラ
ンクを防止するスラブ筋（メツシュ筋を使用している。Next, on the synthetic slab formwork 6, slab reinforcements (mesh reinforcements) are used to prevent the floor concrete from cranking.
）７を配置し、型枠６上および壁型枠２内に同時にコン
クリート４．８を打設し、第１図、第２図で示した壁式
複合建築構造を構築するのである。) 7 and simultaneously pour concrete 4.8 onto the formwork 6 and inside the wall formwork 2 to construct the wall-type composite building structure shown in FIGS. 1 and 2.
尚、上記の実施例においては、組積造壁体Ａと合成スラ
ブＤのコンクリート４．８を同時に打設したが、第１０
図に示すように、型枠ブロック１による壁型枠２を組み
立て、大梁用鉄骨５を壁型枠２間に横架した時点で、壁
型枠２内にコンクリート４を打設し、このコンクリート
４が硬化した後、小梁用鉄骨１４の架設、合成スラブ用
型枠６の敷設、スラブ筋７の配置、合成スラブＤのコン
クリート８を行うようにしてもよい。In the above example, the concrete 4.8 of the masonry wall A and the composite slab D were cast at the same time, but the 10th
As shown in the figure, when the wall formwork 2 is assembled using the formwork blocks 1 and the girder steel frame 5 is horizontally suspended between the wall formworks 2, concrete 4 is placed inside the wall formwork 2, and the concrete 4 is poured into the wall formwork 2. 4 has hardened, the construction of the steel frame 14 for the small beam, the laying of the formwork 6 for the composite slab, the arrangement of the slab reinforcements 7, and the concrete 8 of the composite slab D may be carried out.
第１１図（イ）、（ロ）は本発明の別実施例を示す、こ
の実施例は、第１１図（イ）に示すように、型枠ブロッ
クｌによる壁型枠２の内部に補強鉄筋３を配置し、コン
クリート４を打設して組積造壁体Ａを構築した後、第１
１図（ロ）に示すように、前記組積造壁体Ａの上部間に
、壁型枠２の全長にわたる大梁用鉄骨５を、当該鉄骨５
のフランジに形成した貫通孔に前記補強筋３が挿通され
た状態に架設してＳ造大梁Ｂを構成し、しかる後、Ｓ造
小梁Ｃの架設、合成スラブ用型枠６の敷設を行い、その
上部にスラブ筋７の配筋、コンクリート８の現場打ちを
行って合成スラブＤを構築した点に特徴がある。FIGS. 11(A) and 11(B) show another embodiment of the present invention. In this embodiment, as shown in FIG. 3 and pour concrete 4 to construct the masonry wall A.
As shown in Figure 1 (b), a steel frame 5 for girders extending over the entire length of the wall formwork 2 is installed between the upper parts of the masonry wall body A.
The reinforcing bars 3 are inserted into the through-holes formed in the flanges of the S-frame girders B, and then the S-frame beams C are erected and the formwork 6 for the composite slab is laid. , the composite slab D is constructed by placing slab reinforcements 7 and pouring concrete 8 on-site on top of it.
尚、上記各実施例においては、合成スラブ用型枠６とし
てデツキプレートを用いたが、小型で軽量（大人２人で
持ち運べる程度の重量とすることが望ましい、）なプレ
キャストコンクリート版、オムニャ５版等を使用しても
よい、また＆ｌｌ積造壁体Ａの間隔、合成スラブ用型枠
６の剛性如何によっては、Ｓ造小梁Ｃを省略してもよい
。In each of the above embodiments, a deck plate was used as the formwork 6 for the synthetic slab, but a small and lightweight (preferably a weight that can be carried by two adults) precast concrete plate, Omnya 5 plate, etc. Alternatively, depending on the spacing of the masonry walls A and the rigidity of the composite slab formwork 6, the S-shaped beam C may be omitted.
本発明は、上述した構成よりなるから、次の効果を奏し
得るのである。Since the present invention has the above-described configuration, it can achieve the following effects.
■梁や床スラブ用の仮枠、それらの支保工等の仮役付、
並びに仮設材の解体撤去、搬出入等が不要であり、しか
も大梁を純鉄骨化しであるため梁の配筋作業が不要であ
り、ブロック工事から梁、床の構築までの工程を迅速か
つ容易に行うことができる。■Temporary frames for beams and floor slabs, temporary support for them, etc.
In addition, there is no need to dismantle, remove, transport, etc. of temporary materials, and since the girders are made of pure steel, there is no need for reinforcing the beams, making the process from block construction to beam and floor construction quick and easy. It can be carried out.
■梁や床の支保工が不要であり、仮設材を既設床面に積
み置くこともなくなるので、合成スラブのコンクリート
打設後、直ちに下階の仕上げ工事、間仕切りの造作等に
着手でき、工期の短縮が可能である。■There is no need for support for beams or floors, and there is no need to pile up temporary materials on the existing floor, so finishing work on the lower floor, building partitions, etc. can be started immediately after pouring concrete for the composite slab, and construction time is reduced. can be shortened.
■比較的軽量小型な型枠ブロックを使用しており、しか
も仮設材のための資材置き場が不要であるため、市街地
のような狭小な敷地での建築が可能である。■Comparatively lightweight and small formwork blocks are used, and there is no need for storage space for temporary materials, so construction can be done on narrow sites such as in urban areas.
■実施例のように、スラブ筋としてメツシュ筋をするこ
とにより、鉄筋工事が簡略化され、熟練した鉄筋工が不
要となる。また仮設材や支保工が不要であるため、型枠
工事のための熟練工も不要である。従って、仮設材やそ
の解体撤去、搬出入が不要であることと相まって低コス
トに施工できるのである。■As in the example, by using mesh reinforcement as slab reinforcement, reinforcing bar work is simplified and skilled reinforcing bar workers are no longer required. Furthermore, since temporary materials and shoring are not required, skilled workers are not required for formwork work. Therefore, there is no need for temporary materials, their dismantling and removal, and the need to carry them in and out, making construction possible at low cost.
第１図乃至第９図は本発明の一実施例を示し、第１図は
本発明に係る壁式復合建築構造の断面図、第２図は同建
築構造の一部切欠き正面図、第３図はコンクリート打設
前における要部の断面図、第４図はスパン中間部におけ
るＳ造大梁の断面図、第５図はＳ造小梁の断面図、第６
図と第７図は要部平面図、第８図と第９図は大梁用鉄骨
の斜視図である。
第１θ図と第１１図（イ）、（ロ）は各々壁式複合建築
構造の別の構築手順を説明する断面図である。
第１２図と第１３図は従来例を説明する断面図である。
Ａ・・・組積造壁体、
Ｂ・・・Ｓ造大梁、
Ｄ・・・合成スラブ、
１・・・型枠ブロック、
２・・・壁型枠、
３・・・補強鉄筋、
４・・・コンクリート、
５・・・大梁用鉄骨、
６・・・合成スラブ用型枠、
７・・・スラブ筋、
８・・・コンクリート。
９・・・プレート1 to 9 show an embodiment of the present invention, in which FIG. 1 is a sectional view of a wall-type composite building structure according to the present invention, FIG. 2 is a partially cutaway front view of the building structure, and FIG. Figure 3 is a sectional view of the main part before concrete pouring, Figure 4 is a sectional view of the S-frame girder at the middle of the span, Figure 5 is a sectional view of the S-frame beam, and Figure 6 is a sectional view of the S-frame girder at the middle of the span.
7 and 7 are plan views of the main parts, and FIGS. 8 and 9 are perspective views of the steel frame for the girder. FIG. 1θ and FIGS. 11(a) and 11(b) are sectional views each illustrating another construction procedure of a wall-type composite building structure. FIGS. 12 and 13 are cross-sectional views illustrating a conventional example. A...Masonry wall, B...S beam, D...Synthetic slab, 1...Formwork block, 2...Wall formwork, 3...Reinforcement bar, 4. ... Concrete, 5... Steel frame for girder, 6... Formwork for synthetic slab, 7... Slab reinforcement, 8... Concrete. 9...Plate
Claims (1)
梁と、合成スラブとから成り、前記組積造壁体が、型枠
ブロックを組積して成る壁型枠と、その内部に配置され
た補強鉄筋及び現場打ちコンクリートとによって構成さ
れ、前記Ｓ造大梁が、前記壁型枠の上部にその全長にわ
たって位置する鉄骨によって構成され、前記合成スラブ
が、合成スラブ用型枠とその上部に配置されたスラブ筋
及び現場打ちコンクリートとによって構成されているこ
とを特徴とする複合壁式建築構造。A wall type consisting of a masonry wall body, an S-frame girder suspended between the upper parts of the masonry wall body, and a composite slab, and the masonry wall body is formed by masonry of formwork blocks. The S-frame girder is composed of a frame, reinforcing reinforcing bars and cast-in-place concrete placed inside the frame, the S-frame girder is composed of a steel frame located over the entire length of the wall formwork, and the composite slab is composed of a composite slab. A composite wall architectural structure characterized by being composed of a concrete formwork, slab reinforcements placed on top of the formwork, and cast-in-place concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3424387A JP2611764B2 (en) | 1987-02-17 | 1987-02-17 | Wall-type composite building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3424387A JP2611764B2 (en) | 1987-02-17 | 1987-02-17 | Wall-type composite building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63201222A true JPS63201222A (en) | 1988-08-19 |
| JP2611764B2 JP2611764B2 (en) | 1997-05-21 |
Family
ID=12408718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3424387A Expired - Lifetime JP2611764B2 (en) | 1987-02-17 | 1987-02-17 | Wall-type composite building structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2611764B2 (en) |
-
1987
- 1987-02-17 JP JP3424387A patent/JP2611764B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2611764B2 (en) | 1997-05-21 |
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