JPS62215742A - Construction of reinforced light weight concrete building - Google Patents
Construction of reinforced light weight concrete buildingInfo
- Publication number
- JPS62215742A JPS62215742A JP5786886A JP5786886A JPS62215742A JP S62215742 A JPS62215742 A JP S62215742A JP 5786886 A JP5786886 A JP 5786886A JP 5786886 A JP5786886 A JP 5786886A JP S62215742 A JPS62215742 A JP S62215742A
- Authority
- JP
- Japan
- Prior art keywords
- construction
- wall
- lattice
- steel
- framework
- 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
- 238000010276 construction Methods 0.000 title claims description 50
- 229910000831 Steel Inorganic materials 0.000 claims description 50
- 239000010959 steel Substances 0.000 claims description 50
- 238000000034 method Methods 0.000 claims description 18
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 description 35
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 3
- 238000004904 shortening Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (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)
本発明は鉄骨と軽量コンクIJ −ト製板材とを組み合
わせて建てる建築物、特に個人住宅、店舗、あるいは小
型集合住宅等を住宅密集地に建築する場合に適用する鉄
骨・軽量コンクリート構造建築物の建築方法に関するも
のである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention is applicable to buildings constructed by combining steel frames and lightweight concrete IJ-sheets, particularly for private residences, shops, or small apartment complexes in densely populated residential areas. It relates to the construction method of steel frame/lightweight concrete structures that are applied when constructing buildings.
(従来の技術)
個人住宅、店舗、あるいは小型集合住宅等の比較的小規
模な建築物を住宅密集地に建築する場合、高層ビルディ
ングの建築方法を応用して鉄骨を組み上げ、その鉄骨構
造物に取り付ける外壁材として軽量コンクリ−2ト製板
材を用い、その板材を鉄骨構造物に取り付けて建屋を構
築する建築方法がある。(Conventional technology) When constructing relatively small-scale buildings such as private residences, stores, or small apartment complexes in densely populated residential areas, steel frames are assembled using the construction methods used for high-rise buildings. There is a construction method in which a lightweight concrete board is used as the exterior wall material to be attached, and the board is attached to a steel frame structure to construct a building.
この鉄骨・軽量コンクリート構造建築物の建築方法には
、いくつかの型式のものがあるが、大別して2つく分け
るこ・とができる。一つは鉄骨と軽量コンクリート製壁
面を一体的に工場内で製作し、建築現場では鉄骨を組み
上げる作業を行なうことによシ建屋が形成されるもので
、他の一つは工場製作されるものは鉄骨だけで、建築現
場で鉄骨を組み上げた後に@蓋コンクリート製板材を取
り付けるための枠材を鉄骨に組み付け、その枠材に軽量
コンクリート製板材全嵌め込み建屋を形成して行くもの
である。これらの建築方法のうち前者では柱、梁、およ
び壁面を構成する部材が作業環境の良い工場の中で製作
することができ、しかも建築現場において行なう作業が
鉄骨部の組付作業を行なうことによって建屋が形成でき
て屋外作業が大幅に縮小される利点がある。しかしなが
らこの建築方法を実施するためには鉄骨から壁面の製作
まで一貫して行なう設備がなければならず、鉄工場のご
とき規模の大きな工場の建設を必要とする。There are several types of construction methods for building steel-framed, lightweight concrete structures, but they can be roughly divided into two types. One type is one in which the steel frame and lightweight concrete walls are manufactured integrally in a factory, and the building is formed by assembling the steel frame at the construction site.The other type is manufactured in a factory. The building consists of only a steel frame, and after assembling the steel frame at the construction site, a frame for attaching the cover concrete plates is assembled to the steel frame, and the lightweight concrete plates are completely fitted into the frame to form the building. In the former of these construction methods, the members constituting the columns, beams, and walls can be manufactured in a factory with a good working environment, and the work performed at the construction site can be done by assembling the steel frame parts. The advantage is that a building can be formed and outdoor work can be significantly reduced. However, in order to implement this construction method, it is necessary to have equipment that can carry out everything from the steel frame to the fabrication of walls, which requires the construction of a large-scale factory such as a steel factory.
また工場を効率的に稼動させるためには少品種多量生産
しなければならず建築物が画一化してしまい、比較的小
規模な建築物、特に個人住宅等では依頼主の希望に沿う
ことが難しくなる等の短所があって、一部大手建設会社
が行なっている程度で、現実の小規模建築物はほとんど
後者の建築方法によって行なわれている。In addition, in order to operate factories efficiently, it is necessary to produce large quantities of a small number of products, which leads to uniformity of buildings, and it is difficult to meet the wishes of clients for relatively small buildings, especially private residences. It has disadvantages such as being difficult, so only some major construction companies use it, and most small-scale buildings in reality are constructed using the latter method.
後者の建築方法、すなわち建築現場において鉄骨を組み
上け、その鉄骨構造物へ枠材取付および軽量コンクリー
ト製板材取付を順に行なっていく方法は、第13図で示
すように、板厚が75乃至100ミリメートルの軽量コ
ンクリート製版材101で、その端部には直径2乃至5
ミリメートルの鉄鋼裂丸俸材102,103を埋設して
補強したものを用い、板材101t−取り付けるための
枠体104を一般構造用鋼材として市販されている有形
鋼を組み立てて形成し、第14図および第15図で示す
ように1板材101t−枠体1o・4の溝部に順次嵌め
込んで壁面を形成する。この場合に板材101を枠体1
04に支持させるため、枠体104の溝部へ嵌め込む板
材の101のうち壁面105の端部に位置する板材10
1には外方に向かって突出し、鉤形に折曲した鉄鋼製の
棒材106を設け、枠体104の側端部を板材101の
コンクリート面と棒材106との間に挾持するように板
材101を枠体104に嵌め込む。すべての壁面工事の
あとで窓あるいは玄関等の開口部にアルミサツシ107
を取り付けて、建屋を形成し、以後の外装および内装工
#4rc移行する。The latter construction method, in which steel frames are assembled at the construction site, and frame materials and lightweight concrete plates are sequentially attached to the steel structure, is used when the plate thickness is 75 mm to 75 mm, as shown in Figure 13. A 100 mm lightweight concrete plate making material 101 with a diameter of 2 to 5 at the end.
A frame body 104 for attaching the plate material 101t is formed by assembling shaped steel commercially available as general structural steel material, using reinforced steel strips 102 and 103 of millimeter diameter. Then, as shown in FIG. 15, a wall surface is formed by sequentially fitting the plate material 101t into the grooves of the frame body 1o and 4. In this case, the plate material 101 is
04, the plate material 10 located at the end of the wall surface 105 among the plate materials 101 to be fitted into the groove of the frame body 104.
1 is provided with a steel bar 106 that protrudes outward and is bent into a hook shape, so that the side end of the frame 104 is sandwiched between the concrete surface of the plate 101 and the bar 106. The plate material 101 is fitted into the frame 104. After all wall construction, use aluminum 107 for openings such as windows or entrances.
Attach it, form the building, and move on to the subsequent exterior and interior work #4rc.
この建築方法では鉄骨は鋼材メーカーに所望のものを発
注すれば良く、大型の設備を必要とする鉄骨の加工につ
いての負担がなくなる。また、建築現場で小形部品を順
次組み付けて行くため、設備投資が少なくてすみ、経費
が安くなる利点がある。With this construction method, all you need to do is order the desired steel frame from a steel manufacturer, eliminating the burden of machining the steel frame, which requires large equipment. Furthermore, since small parts are assembled one after another at the construction site, there is an advantage that capital investment is small and costs are reduced.
(発明が解決しようとする問題点)
上記従来の鉄骨・軽食コンクリート構造建築物の建築方
法では、住宅密集地において建築する場合、作業する場
所が狭く、資材の置き場所も制限されるために、作業能
率が悪く、また、軽量コンクリート製板材を一枚ずつ枠
体1041C嵌め込んで行くために、建屋の形成までに
多くの日数を費やし、工期が長くなる。(Problems to be Solved by the Invention) With the above-mentioned conventional method of constructing a steel-framed light concrete structure building, when building in a densely populated residential area, the work area is small and the storage space for materials is also restricted. The work efficiency is poor, and since the lightweight concrete plates are fitted one by one into the frame 1041C, it takes many days to form the building and the construction period becomes long.
また、鉄骨と枠体104との組み付けおよび枠体同志の
組み立てには、同一規格の溝形構造材が用いられている
ため、各部で突き合せ溶接が行なわれ、建築現場におけ
る溝形構造材の支持が難しく溶接作業も手間取り、しか
も寸法8度が悪く、枠体104の歪み等が生じることが
ある。In addition, since groove-shaped structural members of the same standard are used for assembling the steel frame and the frame 104 and for assembling the frames together, butt welding is performed at each part, and the groove-shaped structural members at the construction site are It is difficult to support and the welding work is time-consuming, and the 8 degree dimension is not good, which may cause distortion of the frame 104.
また、板材101の枠体104への嵌め込み作業は板材
を一枚ずつ枠体104の溝部に嵌め込んで行かなければ
ならな′いため時間が掛シ、工期が長くなる原因の一つ
になっておシ、しがも板材101が枠体104によシ囲
まれた縁部だけが支持されているため、地嶌その他の外
力にょシ枠体104が変形したシ、嵌め込まれた板材1
01の一部が破損したシすると、枠体104により形成
された枠組の中に入っている板材101の全体が崩壊す
ることになシ、補修範囲が広くなる。またその構造上、
板材101の再取付がきわめて難かしく、枠体104の
取り外しが必要になる場合も生じる等の問題点があった
。In addition, the work of fitting the plate materials 101 into the frame body 104 is time-consuming because the plates must be fitted one by one into the grooves of the frame body 104, which is one of the causes of prolonging the construction period. However, since only the edge of the board 101 surrounded by the frame 104 is supported, the frame 104 may be deformed due to ground or other external forces, and the fitted board 1
If a part of the plate 101 is damaged, the entire plate 101 contained in the framework formed by the frame 104 will not collapse, and the repair range will be widened. Also, due to its structure,
There have been problems in that it is extremely difficult to reattach the plate material 101 and it may be necessary to remove the frame 104.
本発明の目的は、鉄骨構造物に取り付ける外壁材をあら
かじめ工場内製作し、建築現場において組み上げられた
鉄骨構造物の外周に外壁材を取り付けることによって、
住宅密集地における小規模建築物を短期間に安い経費で
建てることができるようにして、上記問題点を解決した
鉄骨・軽量コンクリート構造建築物の建築方法を提供す
ることにある。The purpose of the present invention is to manufacture external wall materials to be attached to steel structures in advance in a factory, and to attach the external wall materials to the outer periphery of the assembled steel structures at the construction site.
To provide a construction method for a steel frame/light concrete structure building which solves the above problems by enabling small-scale buildings in densely populated residential areas to be built in a short period of time and at low cost.
(問題点を解決するための手段)
本発明は、上記問題点を解決するための手段として、鉄
骨・軽量コンクリート構造建築物の建築方法を構成する
にあた9、
溝形構造材の接続部を嵌め込み形に製作する工程と、前
記接続部を固着して格子状枠組を形成させる工程と、該
格子状枠組の格子面に軽量コンクリート製板材を着脱自
在に取り付けて外壁を形成させる工程と、該外壁を建築
現場において鉄骨構造物へ着脱iT驚に取9付ける工程
とからなるものにしたことである。(Means for Solving the Problems) The present invention, as a means for solving the above-mentioned problems, provides a method for constructing a building with a steel frame/lightweight concrete structure. a step of manufacturing the connector into an inset shape, a step of fixing the connecting portions to form a lattice-like framework, and a step of removably attaching lightweight concrete plates to the lattice surface of the lattice-like framework to form an outer wall. The invention consists of a process of attaching and detaching the external wall to the steel structure at the construction site.
(作 用)
本発明は上記構成によシ、鉄骨・軽量コンクリート構造
建築物の建築において、溝形構造材の成形から外壁の形
成まで一貫して工場内製作できるとともに、建築現場に
おける資材の堆積量および堆積時間を削減し、しかも建
築現場における建築物の組み上げが短期間で完了し、工
期が大幅に短縮される。工場内製作品が鉄骨に取9付け
る外壁であるため、重い鉄骨を取り扱う設備が不要で設
備投資が少なく、経費が安くなる。外壁の形成工程が溝
形構造材を組み立てて格子状枠組を形成し、軽量コンク
リート製板材を格子状枠組に取り付けることからなシ、
多種少量生産が容易で、個人住宅、店舗、あるいは小型
集合住宅等の小規模建築物に対する柔軟性のある対応が
容易にできるようKなる。格子状枠組に対して軽量コン
クリート製板材が着脱自在に取り付けられ、しかも鉄骨
構造物に対して外壁が着脱自在に取り付けられているた
め、壁面の補修または交換が容易で費用が安価になる。(Function) According to the above-mentioned configuration, the present invention enables the construction of steel frame/light concrete structures to be manufactured in a factory from the forming of channel structural members to the formation of external walls, and also allows for the accumulation of materials at the construction site. The amount and deposition time are reduced, and the assembly of the building at the construction site can be completed in a short period of time, significantly shortening the construction period. Since the exterior wall is manufactured in the factory and attached to the steel frame, there is no need for equipment to handle heavy steel frames, which reduces capital investment and costs. The process of forming the external wall involves assembling channel-shaped structural members to form a lattice framework, and attaching lightweight concrete plates to the lattice framework;
It is easy to produce a wide variety of products in small quantities, and it is easy to respond flexibly to small-scale buildings such as private residences, stores, and small apartment complexes. Lightweight concrete plates are removably attached to the lattice framework, and the outer wall is removably attached to the steel structure, making it easy to repair or replace the wall surface and reduce costs.
建築に関わる屋外作業が大幅に削減され、建築作業に従
事する作業者の労働m境が改善される。Outdoor work related to construction will be significantly reduced, and the working conditions of construction workers will be improved.
(実施例) 以下、本発明の詳細な説明する。(Example) The present invention will be explained in detail below.
複数の溝形構造材を組み合わせた格子状枠組1は第1図
乃至第4図で示すように、溝形構造材2の端部2aを絞
シ加工によシ、溝形構造材2の溝部2bに挿入可能な大
きさに絞シ、長手方向が直角に交叉する他の溝形構造材
2の溝部2bに嵌め込み、嵌め込みKよシ重ね合わされ
た部分をスポット溶接し、縁部をすみ肉溶接して一体化
する。この格子状枠組1は溝形構造材2の端部2aのみ
絞シ加工したことくよシ、枠組形成後の格子面は常に一
定の幅の溝形構造材2の側面によシ同一平面を形成する
。As shown in FIGS. 1 to 4, the lattice-like framework 1 which is a combination of a plurality of groove-shaped structural members 2 is made by drawing the ends 2a of the groove-shaped structural members 2 and forming the grooves of the groove-shaped structural members 2. 2b, fit it into the groove 2b of another groove-shaped structural member 2 whose longitudinal directions intersect at right angles, spot weld the overlapping parts along the fitting K, and fillet weld the edges. and integrate. This lattice-like framework 1 is made by drawing only the end portions 2a of the groove-shaped structural members 2. After the framework is formed, the lattice surfaces always lie on the same plane as the side surfaces of the groove-shaped structural members 2 having a constant width. Form.
格子状枠組1の格子面には、第1図および第5図乃至第
7図で示すように厚さ50ミリメートルの軽量コンクリ
ート製板材3を窓等の開口部4を除き、全面に配設し、
格子状枠組1の溝形構造材2が位置する箇所に深さ10
ミリメートルのビス頭埋設穴を有するビス挿通孔5を°
穿設して、直径6ミリメードル長さ60ミリメートルの
木ねじ形の螺子部品6をそのビス挿通孔5に挿通して溝
形構造材2にあらかじめ穿設したねじ孔(図示せず)へ
螺合して軽量コンクリート裏板材3を格子状枠組1へ取
り付け、外壁7を形成する。これによシ板材3の取付・
交換が各個別に容易にできるようになる。On the lattice surface of the lattice-like framework 1, as shown in Fig. 1 and Figs. ,
A depth of 10 is provided at the location where the channel-shaped structural member 2 of the lattice-like framework 1 is located.
Screw insertion hole 5 with millimeter screw head buried hole
A wood screw-shaped screw component 6 with a diameter of 6 mm and a length of 60 mm is inserted into the screw insertion hole 5 and screwed into a screw hole (not shown) previously drilled in the groove-shaped structural member 2. Then, the lightweight concrete back plate material 3 is attached to the lattice-like framework 1 to form the outer wall 7. Attach plate material 3 to this.
Each item can be replaced easily.
外壁7に出窓を設ける場合には、第1図および第8図で
示すように、格子状枠組1の出窓用開口部8に、溝形構
造材2を格子状枠組1と同様の方法によシ形成させた出
窓用枠組9を格子状枠組1の溝形構造材2へ取り付け、
その出窓用枠組9の外面に軽量コノクリート製板材3を
仝
螺子部品6を用いて取り付け、通常窓用サツシ8a(第
12図参照)を出窓部分の端縁部に取り付けることによ
シ、任意の寸法の出窓を形成することができ、出窓用サ
ツシを用いて形成したものではサツシ取付部の荷重が大
きくなシすぎて作ることができない程度に大きな出窓で
も、充分な強度を持たせて容易に形成させることができ
る。When providing a bay window in the outer wall 7, as shown in Figs. Attach the formed bay window framework 9 to the channel-shaped structural member 2 of the lattice-like framework 1,
By attaching a lightweight conocrete board 3 to the outer surface of the bay window frame 9 using screw parts 6, and attaching a regular window sash 8a (see Fig. 12) to the edge of the bay window part, any It is possible to form a bay window with sufficient strength, and it is possible to easily create a bay window that is so large that it cannot be made using bay window sashes because the load on the sash attachment part is too large. can be formed.
外壁7を建築現場で組み付けるには、第9図および第1
0図で示すように、格子状枠組1を形成する溝形構造材
2の軽量コンクリート製板材3敗り付は面と反対側の面
に位置する溝形構造材2の側面にボルト孔(図示せず)
を穿設し、そのボルト孔に対応する位置にボルト孔10
を穿設したアングル形構造材11を形成して、鉄骨構造
物12の梁側との間にアングル形構造材11を介してボ
ルト13を螺合することにより、鉄骨構造物12と外壁
7とを組み付ける。これによシ従来1週間程度掛ってい
た外壁材取付作条が半日乃至1日で完了するようになる
。To assemble the outer wall 7 at the construction site, refer to Figure 9 and Figure 1.
As shown in Fig. 0, bolt holes (Fig. (not shown)
A bolt hole 10 is drilled at a position corresponding to the bolt hole.
The steel structure 12 and the outer wall 7 are connected by forming an angle-shaped structural member 11 with a perforated hole, and by screwing bolts 13 between the steel structure 12 and the beam side of the steel structure 12 via the angle-shaped structural member 11. Assemble. As a result, installation of exterior wall materials, which conventionally took about a week, can now be completed in half a day to one day.
出窓付外壁7のうち、出窓部分を建築物の角部に形成す
る場合には、第1図、第8図、第11図、および第12
図で示すように、出窓性の外壁7を形成する格子状枠組
1の出窓側端部の溝形構造材2Gを出窓の上端から下端
へ達する柱として残し、建築現場において外壁7を鉄骨
構造物12iC取り付ける。出窓を形成する外壁7が取
り付けられ、出窓の全体形状が組み上った後、出窓側端
部に柱として残された溝形構造材2Cを切除して出窓部
分の不要な柱を取り除く、溝形構造材2Cを鉄骨構造物
12へ外壁7を取り付けるまでの間、取り付けておいた
ことにより、外壁強度が高く、外壁取付作業時における
外壁7の変形量を小さく抑えることができるようになり
、組付作業が容易になるとともに組付精度が高くなる。When forming the bay window portion of the external wall 7 with a bay window at the corner of the building, the steps shown in FIGS. 1, 8, 11, and 12
As shown in the figure, the channel-shaped structural members 2G at the end of the bay window side of the lattice framework 1 forming the bay window exterior wall 7 are left as pillars extending from the top end of the bay window to the bottom end, and the exterior wall 7 is constructed as a steel structure at the construction site. Install 12iC. After the outer wall 7 forming the bay window has been installed and the overall shape of the bay window has been assembled, the groove-shaped structural material 2C left as a pillar at the end of the bay window is cut out to remove unnecessary pillars from the bay window part. By attaching the shaped structural member 2C to the steel structure 12 until the outer wall 7 is attached, the strength of the outer wall is high, and the amount of deformation of the outer wall 7 during the outer wall installation work can be kept small. Assembling work becomes easier and assembly accuracy increases.
また、出窓の大きさには特に制限がなく、たとえば第1
2図で示すような3同にもおよぶ大きな出窓を形成させ
ることができる。Also, there is no particular limit to the size of the bay window; for example, the first
As shown in Figure 2, it is possible to form a bay window as large as three windows.
このように外壁7を製作し、鉄骨へ取り付ける建築方法
では、外壁7を工場内で生産できるようになシ、厳重な
品質管理の下に、精度良く、迅速に製作でき、しかも建
築現場における資材の堆積量および堆積時間を削減でき
て、住宅密集地の隣接地所および道路等の占拠による第
5者に迷惑を及ばず行為を減少させることができる。外
ki7が工場内製作であシ、建築現場における外壁7の
取付作業が鉄骨構造物12ヘボルト締めして組み付ける
だけで建屋が形成できるため、現場作業としての建集物
組み上げ期間が短期間で完了し、工期が大幅に短縮され
るとともに、建築に関わる屋外作業が大幅に削減され。With this construction method of manufacturing the exterior wall 7 and attaching it to the steel frame, the exterior wall 7 can be produced in a factory, can be manufactured quickly and accurately under strict quality control, and can be manufactured using materials at the construction site. It is possible to reduce the amount of accumulation and accumulation time, and to reduce the number of people occupying adjacent properties and roads in densely populated residential areas without causing inconvenience to third parties. The outer wall 7 is manufactured in the factory, and the building can be formed by simply tightening bolts to the steel structure 12 and assembling the outer wall 7 at the construction site, so the period for assembling the building assembly as on-site work can be completed in a short period of time. This significantly shortens the construction period and significantly reduces the amount of outdoor work involved in construction.
連条作業に従事する作業者の労劾壌境が改善され、しか
も天候の影響によシエ事中断等のロス時間が削減できる
。また、外壁7の外面側上塗り工事を施工してから鉄骨
構造物12へ外壁7を取り付けることができ、さらに工
期短縮が可能になるとともに、住宅密集地等の作業空間
がきわめて狭まい場所における建築工事を容易に実施で
きるようにする。The labor conditions for workers engaged in continuous work are improved, and time lost due to interruptions due to the weather can be reduced. In addition, the outer wall 7 can be attached to the steel structure 12 after the outer surface of the outer wall 7 is top coated, which further reduces the construction period and allows construction in places where work space is extremely narrow, such as in densely populated residential areas. Make construction work easier.
工場内製作品が鉄骨に取り付ける外壁であるため、工場
内設備として重い鉄骨を取り扱う設備が不要であり、設
備投資が少なく、減価償却費等の経費が安くなって、建
築費を低下させることができる。外壁7の形成工程が溝
形構造材2を組み立てて格子状枠組1を形成し、軽量コ
ンクリート製板材3を格子状枠組1に取り付けることか
らなり、多種少量生産が容易で1個人住宅、店舗、ある
いは小型集合住宅等の小規模建築物に対する需要に応じ
た建築が容易にできる。外壁70室内側格子面では露出
した溝形構造材2に内装材を直接に取り付けることがで
き、内装材が強固で精度良く確実に取り付けられ、内装
工事に対する資材の共用化および工期短縮に寄与する。Since the factory-manufactured product is the exterior wall that is attached to the steel frame, there is no need for in-factory equipment to handle heavy steel frames, which reduces capital investment, lowers depreciation costs, and other expenses, and lowers construction costs. can. The process of forming the outer wall 7 consists of assembling the groove-shaped structural members 2 to form the lattice-like framework 1, and attaching the lightweight concrete plates 3 to the lattice-like framework 1. This makes it easy to produce a wide variety of products in small quantities, making it ideal for private residences, shops, Alternatively, it is possible to easily construct buildings that meet the demand for small-scale buildings such as small-scale housing complexes. Interior materials can be directly attached to the exposed groove-shaped structural material 2 on the interior side grid surface of the exterior wall 70, and the interior materials are firmly and accurately attached, contributing to the sharing of materials and shortening the construction period for interior construction work. .
さらに外壁7には任意寸法の出窓を、格子状枠組1に出
窓用枠組9t−取り付けることによって形成でき、依頼
者の希望に合わせて製作することが容易となり%室内空
間をその分広くすることができる。外壁7が強度部材を
形成するため、鉄骨構造物12へ外壁7を取り付けるこ
とにより補強され、建築物の強度が上がる。Furthermore, a bay window of any size can be formed on the outer wall 7 by attaching the bay window frame 9t to the lattice-like frame 1, making it easy to manufacture according to the client's wishes and making the indoor space that much larger. can. Since the outer wall 7 forms a strength member, it is reinforced by attaching the outer wall 7 to the steel structure 12, increasing the strength of the building.
(発明の効果)
以上のように本発明では、鉄骨・軽量コンクリート構造
建築物を溝形構造材の接続部を嵌め込み形に製作し、さ
らに接続部を固着して格子状枠組を形成させ、その格子
状枠組の格子面に軽量コンクリート製板材を着脱可能に
取り付けて外壁を形成させ、その外壁を建築現場におい
て鉄骨構造物へ着脱自在に取り付けて建築することにし
たため、溝形構造材の成形から外壁の形成まで一貫して
工場内裏作できるとともに、建築現場における資材の堆
積量および堆積時間を削減できて、住宅密集地の隣接地
所および道路等の占拠による第3者に対する迷惑な行為
を減少させることができる。外壁の製作まで工場内でで
き、建築現場では外壁を鉄骨に組み付けるだけで建屋が
組み上がシ、現場作条としての建築物組み上げ期間が短
期間で完了し、工期が大幅に短縮されるとともに、建築
に関わる屋外作業が大1−に削減され、8築作業に従事
する作業者の労働環境が改善される。工場内製作品が鉄
骨に取り付ける外壁であるため、重い鉄骨を取り扱う設
備が不安であシ、設備投資が少なく、減価償却費等の経
費が安く々る。外壁の形成工程が溝形構造材を組み立て
て格子状枠組を形成し、軽量コンクリート製板材を格子
状枠組に取り付けることからなり、多種少量生産が容易
で、個人住宅、店舗、あるいは小型集合住宅等の小規模
建築物に対する需要に応じた建築が容易にできる。格子
状枠組に対して軽量コンクリート製板材が着脱ST話に
取り付けられているため壁面の補修または交換が容易で
費用が安い。(Effects of the Invention) As described above, in the present invention, a steel frame/light concrete structure building is manufactured in such a manner that the connecting portions of the channel-shaped structural members are fitted, and the connecting portions are further fixed to form a lattice-like framework. Since we decided to form an external wall by removably attaching lightweight concrete plates to the lattice surface of the lattice framework, and to construct the building by removably attaching the external wall to the steel structure at the construction site, we decided to start by forming the channel-shaped structural members. In addition to being able to produce everything up to and including the formation of external walls inside the factory, it is possible to reduce the amount and time of materials piled up at the construction site, and to reduce the nuisance to third parties caused by occupying adjacent properties and roads in densely populated residential areas. can be done. Even the production of the exterior walls can be done in the factory, and at the construction site, the building can be assembled by simply assembling the exterior walls to the steel frame.The building assembly period as on-site construction can be completed in a short period of time, significantly shortening the construction period. , outdoor work related to construction will be reduced by 1-2, and the working environment for workers engaged in construction work will be improved. Since the factory-manufactured product is the exterior wall that is attached to the steel frame, there is no need for equipment to handle heavy steel frames, so equipment investment is small and expenses such as depreciation and amortization are low. The process of forming the outer wall consists of assembling channel-shaped structural members to form a lattice-like framework, and attaching lightweight concrete plates to the lattice-like framework.It is easy to produce a wide variety of products in small quantities, and is suitable for private residences, stores, small housing complexes, etc. It is easy to construct buildings that meet the demand for small-scale buildings. Lightweight concrete plates are attached to the lattice frame in a removable manner, making it easy to repair or replace the wall surface and at low cost.
第1図は本発明の方法によシ裂作された出窓付外壁の内
側からみた斜視図、
第2図は本発明の方法による格子状枠組における溝形構
造材の組み立て状態を示す斜視図、第3図は本発明の方
法により加工中の格子状枠組の溝形構造材端部を嵌め込
んだ接続部を示す拡大斜視図、
第4図は本発明の方法により加工中の格子状枠組の一端
部を示す拡大斜視図、
第5図は本発明の方法による窓付外壁を示す斜視図、
第6図は本発明の方法による窓なし外壁を示す斜視図、
第7図は本発明の方法に適用される軽量コンクリート製
板材に設けられたねじ挿入孔とねじを示す拡大斜視図、
第8図は本発明の方法で製作された出窓付外壁の出窓部
側面を示す斜視図、
第9図は本発明の方法を適用する場合に用いる外壁取付
用ブラケットとしてのアングル構造材を示す斜視図、
第10図は本発明の方法によシアングル構造材を用いた
外壁取付部周辺を示す拡大;f+祝図、第11図は本発
明の方法による出窓部の組付状態を示す内側から見た斜
視図、
第12図は本発明の方法により建てられた住宅の出窓近
傍の外貌を示す斜視図、
第13図は従来用いられていた外壁用軽量コンクリート
製板材を示す斜視図、
第14図は従来の方法による外壁材の軽量コンクIJ
−ト製板材を組み付けた状態を示す拡大斜視図、
第15図は従来の方法による外壁材の軽量コンクリート
製版材を窓部下方に組み付けた状態を示す後正面図。
1・・・格子状枠組 2・・・溝形構造材2a・
・・端部 2b・・・溝部2C・・・出窓端
部に柱として残した溝形構造材3・・・軽量コンクリー
ト製板材 4・・・開口部5・・・ビス挿通孔
6・・・螺子部品7・・・外壁 8・・・
出窓用開口部9・・・出窓用枠組 1o・・・ボル
ト孔11・・・アングル形構造材 12・・・鉄骨栴造
物15・・・ボルト
特許出願人 −府1) 洪
(’) ”)第4 図
第5図
第7−
b
第8図
第9図
第11図
第12図
第13図
第14図Fig. 1 is a perspective view from inside of an exterior wall with a bay window made by the method of the present invention; Fig. 2 is a perspective view showing the assembled state of channel-shaped structural members in a lattice framework by the method of the present invention; FIG. 3 is an enlarged perspective view showing the connection part into which the end of the channel-shaped structural material of the lattice-like framework is fitted by the method of the present invention, and FIG. 4 is an enlarged perspective view of the lattice-like framework being processed by the method of the present invention. An enlarged perspective view showing one end; FIG. 5 is a perspective view showing an exterior wall with a window made by the method of the present invention; FIG. 6 is a perspective view showing an exterior wall without windows made by the method of the present invention; FIG. 7 is a perspective view showing the exterior wall without windows made by the method of the present invention. Figure 8 is an enlarged perspective view showing the screw insertion holes and screws provided in a lightweight concrete board applied to the invention; Figure 8 is a perspective view showing the side surface of the bay window of an exterior wall with bay window manufactured by the method of the present invention; 10 is a perspective view showing an angle structural material as an external wall mounting bracket used when the method of the present invention is applied; FIG. Fig. 11 is a perspective view from the inside showing how a bay window is assembled by the method of the present invention; Fig. 12 is a perspective view showing the external appearance of a house built by the method of the present invention in the vicinity of the bay window; Figure 13 is a perspective view showing a conventionally used lightweight concrete board material for exterior walls, and Figure 14 is a lightweight concrete IJ for exterior wall materials made by the conventional method.
FIG. 15 is an enlarged perspective view showing a state in which the wooden board material is assembled; FIG. 15 is a rear front view showing a state in which lightweight concrete board material for exterior wall material is assembled below a window by a conventional method; 1... Lattice-shaped framework 2... Channel-shaped structural member 2a.
...End 2b...Groove 2C...Groove-shaped structural material left as a column at the end of the bay window 3...Lightweight concrete plate material 4...Opening 5...Screw insertion hole
6...Screw parts 7...Outer wall 8...
Bay window opening 9... Bay window frame 1o... Bolt hole 11... Angled structural member 12... Steel frame structure 15... Bolt patent applicant -fu 1) Hong (') ”) Figure 4 Figure 5 Figure 7-b Figure 8 Figure 9 Figure 11 Figure 12 Figure 13 Figure 14
Claims (1)
と、前記接続部を固着して格子状枠組を形成させる工程
と、該格子状枠組の格子面に軽量コンクリート製板材を
着脱自在に取り付けて外壁を形成させる工程と、該外壁
を建築現場において鉄骨構造物へ着脱可能に取り付ける
工程とからなることを特徴とする鉄骨・軽量コンクリー
ト構造建築物の建築方法。(1) A step of manufacturing the connecting portions of the channel-shaped structural members by fitting them together, a step of fixing the connecting portions to form a lattice-like framework, and a step of attaching and detaching lightweight concrete plates to the lattice surfaces of the lattice-like framework. A method for constructing a steel frame/lightweight concrete structure building, comprising the steps of attaching the outer wall to a steel frame structure to form an outer wall, and detachably attaching the outer wall to a steel frame structure at a construction site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5786886A JPS62215742A (en) | 1986-03-15 | 1986-03-15 | Construction of reinforced light weight concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5786886A JPS62215742A (en) | 1986-03-15 | 1986-03-15 | Construction of reinforced light weight concrete building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62215742A true JPS62215742A (en) | 1987-09-22 |
| JPH0415860B2 JPH0415860B2 (en) | 1992-03-19 |
Family
ID=13067963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5786886A Granted JPS62215742A (en) | 1986-03-15 | 1986-03-15 | Construction of reinforced light weight concrete building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62215742A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020165245A (en) * | 2019-03-29 | 2020-10-08 | 大和ハウス工業株式会社 | Building construction method and low outer wall material |
| JP2020165246A (en) * | 2019-03-29 | 2020-10-08 | 大和ハウス工業株式会社 | Building construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53851A (en) * | 1976-06-25 | 1978-01-07 | Hitachi Ltd | Protective circuit for constant current source |
| JPS5724813U (en) * | 1980-07-18 | 1982-02-09 | ||
| JPS5732414U (en) * | 1980-07-31 | 1982-02-20 | ||
| JPS58100909U (en) * | 1981-12-28 | 1983-07-09 | ナショナル住宅産業株式会社 | Structure of external wall panel connection part |
-
1986
- 1986-03-15 JP JP5786886A patent/JPS62215742A/en active Granted
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53851A (en) * | 1976-06-25 | 1978-01-07 | Hitachi Ltd | Protective circuit for constant current source |
| JPS5724813U (en) * | 1980-07-18 | 1982-02-09 | ||
| JPS5732414U (en) * | 1980-07-31 | 1982-02-20 | ||
| JPS58100909U (en) * | 1981-12-28 | 1983-07-09 | ナショナル住宅産業株式会社 | Structure of external wall panel connection part |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020165245A (en) * | 2019-03-29 | 2020-10-08 | 大和ハウス工業株式会社 | Building construction method and low outer wall material |
| JP2020165246A (en) * | 2019-03-29 | 2020-10-08 | 大和ハウス工業株式会社 | Building construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0415860B2 (en) | 1992-03-19 |
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