JP2009528464A - Prefabricated reinforced concrete single-person house and method for constructing the house - Google Patents

Prefabricated reinforced concrete single-person house and method for constructing the house Download PDF

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JP2009528464A
JP2009528464A JP2008556800A JP2008556800A JP2009528464A JP 2009528464 A JP2009528464 A JP 2009528464A JP 2008556800 A JP2008556800 A JP 2008556800A JP 2008556800 A JP2008556800 A JP 2008556800A JP 2009528464 A JP2009528464 A JP 2009528464A
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house
reinforced concrete
prefabricated reinforced
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ヒネス、アレハンドロ カンポス
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コンベネクス、エセ．エレ．
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)
  • Residential Or Office Buildings (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

プレハブ式鉄筋コンクリートの単身者住宅および上記住宅の建設方法であって、柱（１）、囲壁（４）、スラブ（７）、屋根（９）等のような、その主要構成材が、作業場で鉄筋コンクリートからプレハブ式で作られている。スラブ（７）だけでなく囲壁（４）もそれらの内部に組込んだ精密設備を担持する。これらの構成材を住宅レイアウトに従って機械的に配置する。現場で作った、基礎に始って、タイビームおよび囲壁を支持するための対応する台座を作り、関連する順序で、内部および分割囲壁（８）、階段（１３）、スラブ（７）および外部囲壁（４）を備える住宅の建設へ進み、続いて種々の設備の接続へ進むために、屋根（９）で終る。  A prefabricated reinforced concrete single-person house and a method for constructing the above house, the main components of which are pillars (1), enclosures (4), slabs (7), roofs (9), etc. Made from prefabricated. Not only the slab (7) but also the surrounding wall (4) carries precision equipment built into them. These components are mechanically arranged according to the house layout. Produced on-site, starting from the foundation, the corresponding pedestals for supporting the tie beams and enclosures are made, and in the relevant order, internal and divided enclosures (8), stairs (13), slabs (7) and external enclosures Proceed to the construction of a house with (4), followed by a roof (9) to proceed to the connection of various facilities.

Description

本明細書の名称に表すように、この発明は、以下に詳しく説明するその構成および構造に特有の一連の利点および特徴を有し、且つこの分野で既知のものの革新的代案を伴う、プレハブ式鉄筋コンクリートの単身者住宅および上記住宅の建設方法に関する。   As represented by the name of this specification, the present invention has a series of advantages and features specific to its construction and structure, which will be described in detail below, and is associated with an innovative alternative to those known in the art. The present invention relates to a reinforced concrete single-person house and a method for constructing the house.

本発明の対象は、特に、完全にプレハブ式鉄筋コンクリートに基づいて建設した、即ち、それに関する柱、囲壁、スラブ、屋根等のような、重要な構成材を全て作業場で鉄筋コンクリートによって作り、後にそれらを現場へ運び、これらのスラブおよび囲壁、並びに正確に且つ都合がよいように検討したその中の水、配管、暖房、電気、通信およびドモティック（ｄｏｍｏｔｉｃ）設備の両方を含む、それらをこの住宅レイアウトに従って機械的に配置した、単身者型住宅（四壁の具備した）から成る。   The subject of the present invention is in particular constructed entirely based on prefabricated reinforced concrete, i.e. all the important components such as columns, enclosures, slabs, roofs, etc., made with reinforced concrete in the workplace and later on Including both these slabs and enclosures, and the water, plumbing, heating, electricity, communications, and domictic facilities in it that have been transported to the site and reviewed for accuracy and convenience, according to this residential layout It consists of a single-person house (with four walls) mechanically arranged.

適用分野
本発明の適用分野は、建設産業、更に具体的には単身者型住宅専門の建設業界にある。 Field of Application The field of application of the present invention is in the construction industry, more specifically in the construction industry specializing in single-person housing.

プレハブ式建築および住宅は、現在の技術水準で目下周知であると言わざるを得ない。
しかし、大抵の場合、上記建築は、完全に作業場で製作した完成モジュールを現場へ運んで据付けることによって作るが、この種の建築は、通常、一般的に木、金属板、または被覆が異なるような材料で作ってあるので強度の弱い、家または小屋、バンガロー型モジュール等から成る。 It must be said that prefabricated buildings and houses are now well known in the state of the art.
However, in most cases, the above construction is made by transporting and installing a complete module made entirely in the workplace to the field, but this type of construction is usually different in wood, metal plate, or covering. Because it is made of such a material, it consists of a house or hut, a bungalow type module, etc., which has low strength.

他方、鉄筋コンクリートによって作った家または住宅の建築に適用するプレハブ式モジュール構成材も知られているが、この場合は作業場で石膏ボード、木等のような異なる材料で作って現場へ据付けた、パネル、間仕切り、ブロック等のような、ある種の構成材にしか関係せず、この建築の残りは従来通り本来の場所で行う。   On the other hand, there are also known prefabricated module components that are applied to the construction of houses or houses made of reinforced concrete. In this case, panels made of different materials such as gypsum board, wood etc. in the workplace are installed on the site. Relevant only to certain types of components, such as partitions, blocks, etc., the rest of this construction is done in place as before.

しかし、本願出願人は、本発明が提案するものに類似する技術的、構造的および本質的特徴を有するプレハブ式鉄筋コンクリートの単身者住宅の存在を知らないことを言わねばならない。   However, it must be said that the Applicant is unaware of the existence of a prefabricated reinforced concrete single-person residence with technical, structural and essential features similar to those proposed by the present invention.

本発明が提案するプレハブ式鉄筋コンクリートの単身者住宅は、更に、伝統的建築の構成材に比べてその構造を形成する構成材の性能に一連の構造的および有利な差異があるので、その適用分野内でこの様にそれだけで明らかな目新しさを構成する。   The prefabricated reinforced concrete single-person residence proposed by the present invention further has a series of structural and advantageous differences in the performance of the components that form its structure compared to the components of traditional buildings. In this way, it constitutes a clear novelty alone.

従って、伝統的建築のようにコンクリートで作り且つ先に述べたように原位置で実施する基礎は別として、残りの重要な構成材は、作業場で鉄筋コンクリートによって作り且つ現場で建立し、そのような構成材の主な利点は次の通りである。
− 伝統的建築では建物の荷重の支承とそれらの基礎へ伝達、水平応力のために柱間の結合クランプの形成を担当する柱が、本発明の住宅では単独且つ排他的に屋根部品の荷重を支承し、囲壁の案内として使われる。
− 本発明の住宅のスラブは、使用荷重を支持するがそれらを囲壁へ伝え、伝統的建築のように柱へは伝えない。
− これらの囲壁および壁材は、住宅に絶縁をもたらし且つ物理的部屋を創り、絶縁をもたらすこととは別に、建物正面に装飾的要素を組込む面であり、本発明の新しいプレハブ式住宅の面は、この住宅の荷重の支承および伝達も担当する。 Therefore, apart from the foundations made of concrete as in traditional architecture and carried out in situ as mentioned above, the remaining important components are made of reinforced concrete in the workplace and built on site, such as The main advantages of the components are as follows.
-In traditional buildings, the pillars responsible for building load transmission and transmission to their foundations and the formation of joint clamps between pillars due to horizontal stress, the roof of the present invention alone and exclusively for the load of roof parts. It is used as a guide for the wall and wall.
-Residential slabs of the present invention support load loads but convey them to the enclosure, not to the pillars as in traditional architecture.
-These enclosures and wall materials are surfaces that incorporate decorative elements in front of the building apart from providing insulation and creating a physical room and providing insulation to the house, and are the surfaces of the new prefabricated house of the present invention. Is also responsible for supporting and transmitting the load of this house.

最後におよび顕著な特徴として、伝統的建築に於けると同様に、仕上げおよび左官工事作業を除いて一旦これらの囲壁および築壁が終了すると、本発明の住宅は囲壁のプレハブ式製作中に全ての設備を含み、その中に電気、給水、配管、暖房、電話、ドモティック設備等を組込んでいるので、据付けおよびサービスを現場で実行することを指摘しなければならない。   Lastly and notably, as in traditional architecture, once these enclosures and walls have been completed, except for finishing and plastering work, the house of the present invention is all in the prefabricated production of the enclosure. It must be pointed out that installation and service are carried out in the field because it incorporates electricity, water supply, piping, heating, telephone, domotic equipment, etc.

その上、その建設方法は、先ず第一にレイアウトをしてからおよび計画で得た寸法に従って、現場で作る基礎に始り、タイビームおよび囲壁を支持するための対応する台座を上記基礎に作る。   Moreover, the construction method starts with the foundation made on site, first of all after the layout and according to the dimensions obtained in the plan, and the corresponding pedestal for supporting the tie beam and the enclosure is made on the foundation.

一旦これが終ると、次に実際の建設を以下の方法で関連する順序で行う。内部囲壁、分割囲壁、階段、スラブおよびこれらの内部壁と共に室を形成する外部囲壁、それが今度はこの住宅およびその建物正面全体に最終的仕上げを施し、屋根に終る。   Once this is done, the actual construction is then performed in the relevant order in the following manner. Internal enclosures, split enclosures, stairs, slabs and external enclosures that form a chamber with these internal walls, which in turn give a final finish to the entire front of the house and its building, resulting in a roof.

一旦これらの作業全てを行うと、次に仮天井に達するであろう、給水、暖房、浴室設備等の全てを接続する。   Once all these tasks have been performed, all of the water supply, heating, bathroom facilities, etc. will be connected, which will then reach the suspended ceiling.

続いて浴室装置、ボイラ、窓、ドアおよびその他の必要な構成材を、囲壁、柱およびスラブ等との全ての接合点を次に封止するために配置し、それを仕上げ剤および塗料で仕上げる。   Subsequently, bathroom equipment, boilers, windows, doors and other necessary components are placed to then seal all joints with enclosures, columns, slabs, etc. and finished with finishes and paints .

なされる説明を補足するためかつ本発明の特徴のより良い理解を助けるために、本明細書にその不可欠部分として１組の図面を添付し、それにおいて以下のような例示的且つ非限定的特徴と共に示す。   To supplement the description made and to assist in a better understanding of the features of the present invention, a set of drawings is appended hereto as an integral part thereof, in which exemplary and non-limiting features such as: Shown with.

前述の図面におよび使用する番号付けに従って、本発明が提案するプレハブ式鉄筋コンクリートの単身者型住宅の推奨する実施例を見ることができ、この図示する例は、二組住宅の計画に属しおよび以下に示し且つ詳しく説明する部品を含む。   According to the above figures and according to the numbering used, the preferred embodiment of the prefabricated reinforced concrete single-person house proposed by the present invention can be seen, which example belongs to the plan of a two-family house and the following And the parts described in detail below.

これらの図面に適用する参照番号は、以下に列挙する部品に対応する。
１− 柱： （１ａ）は左隅柱、（１ｂ）は中間正面柱、（１ｃ）は中間切妻柱、（１ｄ）は中心柱、および（１ｅ）は右隅柱である。
２− フーチング
３− 柱溝
４− 外部囲壁
５− 柱の平鋼
６− 外部囲壁パネルのスカート
７− スラブ
８− 内部分割囲壁
９− 屋根：（９ａ）は通常部品、（９ｂ）は特殊屋根窓部品である。
１０− 屋根窓
１１− 棟梁
１２− 棟梁溝
１３− 階段
１４− 装置配線
１５− 局部本線ソケット
１６− 地面板
１７− 半地階
１８− 一階
１９− 二階
２０− 屋根裏（アティク）
２１− 階段継手 The reference numbers applied to these drawings correspond to the parts listed below.
1-Column: (1a) is a left corner column, (1b) is an intermediate front column, (1c) is an intermediate gable column, (1d) is a center column, and (1e) is a right corner column.
2-Footing 3- Column groove 4- External wall 5- Column flat steel 6- External wall panel skirt 7- Slab 8- Internal division wall 9- Roof: (9a) is a normal part, (9b) is a special roof window It is a part.
10- Roof window 11- Master beam 12- Master beam groove 13- Stair 14- Device wiring 15- Local main line socket 16- Ground plate 17- Half basement 18- First floor 19- Second floor 20- Attic
21- Stair Fitting

提案する建築モデルは、このように囲壁（４）および分割囲壁（８）のための案内として使う柱（１）の配置および水盛りを定め、それらは、それぞれ図１ないし５に見られるように、それらの配置、左隅（１ａ）（図１）、中間正面（１ｂ）（図２）、中間切妻（１ｃ）（図３）、中心（１ｄ）（図４）および右隅（１ｅ）（図５）に従って異なる構成を採る。   The proposed architectural model thus defines the arrangement and filling of the columns (1) used as a guide for the enclosure (4) and the divided enclosure (8), as seen in FIGS. 1 to 5, respectively. , Their arrangement, left corner (1a) (FIG. 1), middle front (1b) (FIG. 2), middle gable (1c) (FIG. 3), center (1d) (FIG. 4) and right corner (1e) (FIG. Take a different configuration according to 5).

柱（１）は、一工程プレハブ式鉄筋コンクリート製で図６で分るように補強したフーチング（２）で基礎に埋込んであり、横柱は中心柱より短く、適当な軸方向鉄筋と溝（３）が囲壁パネル（４）との本ざね継ぎ機構に属し、その大きさは柱によって変る。   Column (1) is prefabricated reinforced concrete and embedded in the foundation with footing (2) reinforced as shown in FIG. 6. The horizontal column is shorter than the central column and the appropriate axial rebar and groove ( 3) belongs to the main joint mechanism with the surrounding wall panel (4), and its size varies depending on the pillar.

図７の詳細で分るように、各柱（１）は、囲壁パネル（４）の上縁と柱（１）の実際の平鋼（５）の間の継手溶接を実施するために使う前述の溝（３）に結合した一連の平鋼（５）を有し、囲壁（４）が重力のために作用するだけでなく、それどころか水平方向に協同することも達成する。   As can be seen in the details of FIG. 7, each column (1) is used to carry out a joint weld between the upper edge of the surrounding panel (4) and the actual flat bar (5) of the column (1). It has a series of flat bars (5) connected to the grooves (3), and not only does the enclosure (4) act for gravity, but also it cooperates in the horizontal direction.

このプレハブ式鉄筋コンクリートの囲壁パネル（４）が今度はこの組立体に支持能力を与える。これらの囲壁パネル（４）は、図８Ａないし８Ｃに見られるように、上部領域にあって、パネル全体に沿って伸びるスカート（６）を有し、それは、次に置く囲壁が対応するスラブ（７）に支持されるので、これらのスラブ（７）の縁を覆う機能しかない。この場合、囲壁（４）は、構造的能力を与え、スラブ（７）は、囲壁間の荷重の伝達を担当する。   This prefabricated reinforced concrete enclosure panel (4) in turn provides support for the assembly. These enclosure panels (4) have a skirt (6) in the upper region and extending along the entire panel, as can be seen in FIGS. 8A to 8C, which is the slab ( 7), it has only the function of covering the edges of these slabs (7). In this case, the enclosure (4) provides structural capability and the slab (7) is responsible for the transmission of loads between the enclosures.

囲壁（４）は、前述のように、重力のために作用することに加えて、柱（１）との溶接継手によって協働もする。   In addition to acting for gravity as described above, the surrounding wall (4) also cooperates by a welded joint with the column (1).

図９Ａないし９Ｃに描く例で分るように、この構造体と協働せず、この住宅の内部配分を担当するだけの内部パネル（８）もあり、これらの外部囲壁（４）と内部分割囲壁（８）の両方がドアおよび窓用に設けた対応する空所を有する。   As can be seen in the example depicted in FIGS. 9A to 9C, there is also an internal panel (8) that does not cooperate with this structure and is only responsible for the internal distribution of this house, and these external enclosures (4) and internal divisions Both enclosures (8) have corresponding cavities provided for doors and windows.

図１０は、本発明が提案するプレハブ式住宅を形成する構成材の残り同様、プレハブ式鉄筋コンクリートであり且つ囲壁パネル（４）で支持されているスラブ（７）の例を示し、それらの縁は、前述のスカート（６）によって隠されている。   FIG. 10 shows an example of a slab (7) that is prefabricated reinforced concrete and supported by a surrounding wall panel (4), as well as the rest of the components that make up the prefabricated house proposed by the present invention, the edges of which are Hidden by the aforementioned skirt (6).

最後に、図１１Ａおよび１１Ｂで分るように、屋根（９）もプレハブ式鉄筋コンクリート製であり、屋根窓（１０）を作るための特殊部品（９ｂ）を備える切妻屋根である。   Finally, as can be seen in FIGS. 11A and 11B, the roof (9) is also made of prefabricated reinforced concrete and is a gable roof with special parts (9b) for making a roof window (10).

屋根の部品（９ａ）は、２点で支持され、一つは、棟梁（１１）であり、図１２の詳細で分るように、そこで部品が水平溝（１２）に挿入してあり、他は、囲壁（４）にあり、そこでこれらが移動を防ぎ且つ同時に梁の機能を果す部品を有する。   The roof part (9a) is supported at two points, one is the master beam (11), where the part is inserted into the horizontal groove (12), as can be seen in the details of FIG. Are in the enclosure (4), where they have parts that prevent movement and at the same time function as a beam.

上記棟梁（１１）は、柱（１）の頭での二つの支持体を備える連続プレハブ式鉄筋コンクリート梁（図示する例では各住宅に一つ）であり、上記支持体は、側面に溶接ビードによって作った継手である（図１２）。   The master beam (11) is a continuous prefabricated reinforced concrete beam (one for each house in the example shown) with two supports at the head of the column (1), and the support is welded to the side. This is the joint made (FIG. 12).

屋根（９）が囲壁（４）に生じることがあるスラストは、前述の平鋼（５）による柱（１）と囲壁（４）の間の溶接継手で解決する。何故なら、それらがこの構造体全体に横剛性を与えるからである。   Thrust in which the roof (9) may occur in the surrounding wall (4) is solved by the weld joint between the column (1) and the surrounding wall (4) by the flat steel (5) described above. This is because they give the entire structure lateral stiffness.

図１３は、完全プレハブ式鉄筋コンクリート部品によって作った階段（１３）を示し、それには二つの異なる種類があり、第１の種類は、図１４の詳細で分るように、スラブ（７）に溶接した二つの継手（２１）があり、および第２の種類は、地面板（１６）に支えられた半地階（１７）を一階（１８）のスラブ（７）に結合する階段であり、且つ一階（１８）のスラブ（７）に溶接した継手（２１）を有する。   FIG. 13 shows a staircase (13) made of a fully prefabricated reinforced concrete part, which has two different types, the first type being welded to the slab (7) as can be seen in the details of FIG. And the second type is a staircase that couples the semi-basement (17) supported by the ground plane (16) to the slab (7) of the first floor (18), and It has a joint (21) welded to the slab (7) on the first floor (18).

これらの階段（１３）の部品の建立を容易にするために、一連の支持体（図示せず）が囲壁（４）に配置してあるが、何も荷重負担能力はない。   To facilitate the erection of the parts of these stairs (13), a series of supports (not shown) are arranged on the enclosure (4), but there is no load bearing capacity.

屋根（９）が加える横力は、囲壁（４）と柱（１）の間に溶接継手を組込むことによって解決し、従って際梁受けは重力によるだけでなく、横応力に抗する協力もあることを指摘しなければならない。
有り得る耐震リスクを同じ方法で解決する。 The lateral force applied by the roof (9) is solved by incorporating a welded joint between the surrounding wall (4) and the column (1), so that the beam support is not only due to gravity but also cooperates against lateral stress. I must point out that.
Resolve possible seismic risks in the same way.

この構造体に高度の延展性はないが、それは広い建物であるので、決定的要因とは考えない。   Although this structure is not highly extensible, it is not considered a decisive factor because it is a large building.

その上、本発明は、柱（１）を全断面を横断する２本のボルトによって運搬し且つ建立し、囲壁（４）をその上縁に収容した二つの固定点で建立且つ配置すること、およびスラブ（７）をプレハブプロセス中に主骨組に結合した、上面にある四つのアンカで配置することをもたらす。   Moreover, the present invention conveys and erected the pillar (1) with two bolts crossing the entire cross-section, and erected and arranged at two fixed points with the surrounding wall (4) accommodated on its upper edge, And slab (7) resulting in placement with four anchors on the top surface that were joined to the main frame during the prefabrication process.

最後に、本発明が提案するシステムでは、全ての局部据付けを囲壁（４）または内部壁材（８）の部品を製作するのと同じプロセスで行うのが都合が良い。   Finally, in the system proposed by the present invention, it is convenient to carry out all local installations in the same process as the parts of the enclosure (4) or the inner wall (8).

言換えれば、配線（１４）がそのケーシングと共に、図１５に描く例に示すように、囲壁（４）および内部パネル（８）および内部間仕切り（８）がコンクリートで作ってあるモールドに含まれていて、一旦コンクリートを流し込むと埋込まれる。   In other words, as shown in the example depicted in FIG. 15, the wiring (14) is included in the mold in which the surrounding wall (4), the inner panel (8) and the inner partition (8) are made of concrete, together with its casing. Once the concrete is poured, it is buried.

一旦これらの設備を囲壁（４）および内部パネル（８）に分配すると、囲壁の上縁にある局部本線ソケット（１５）への接続を担当する、仮天井の上を走る一般的な隠されたネットワークがある。   Once these facilities are distributed to the enclosure (4) and the internal panel (8), the general hidden running on the suspended ceiling, responsible for connection to the local mains socket (15) on the upper edge of the enclosure There is a network.

各階の配分が解決したので、続いて全ての設備の高さの配分のためにスラブ（７）の各床に作った、仮天井によって適当に覆われる、通路があり、それらの設備は、全て各場合に有効な規則に従う熱および冷水、配管、暖房、電気設備、通信およびドモティック設備から成る。   Since the distribution of each floor has been resolved, there are passages, which are then appropriately covered by temporary ceilings, made on each floor of the slab (7) for the distribution of the height of all facilities, Consists of heat and cold water, plumbing, heating, electrical equipment, communications and domtic equipment in accordance with the rules valid in each case.

本発明が提案するプレハブ式鉄筋コンクリート単身者型住宅はモジュール建設方式であるので、荷重補償機能喪失を起さないようにそれを秩序正しい方法で建立し、以下の方法で高さが増すように実行する。   Since the prefabricated reinforced concrete single-person house proposed by the present invention is a modular construction method, it is erected in an orderly manner so as not to cause loss of the load compensation function, and is executed to increase the height by the following method. To do.

先ず第１に、柱（１）の荷重を含む他に、囲壁（４）のための支持体として使うように、互いに補強した補強フーチング（２）によって基礎を創る。   First of all, in addition to including the load of the pillar (1), a foundation is created by reinforcing footings (2) reinforced together to be used as a support for the enclosure (4).

次に、完全に水平な地面板（１６）を伸す。
一旦完全に水平で且つ強いプラットフォームを得ると、前述の地面板（１６）、および全てのプレハブ式柱（１）をこれらのフーチング（２）に埋め、外部囲壁（４）を建立する。 Next, a completely horizontal ground plate (16) is extended.
Once a completely horizontal and strong platform is obtained, the above ground plate (16) and all prefabricated columns (1) are buried in these footings (2) and the outer enclosure (4) is erected.

初めは、半地階（１７）の囲壁が最初に置くべきものであり、この囲壁（４）を柱（１）の溝（３）にその頭からこの基礎の支持部まで嵌め込む。   Initially, the wall of the half basement (17) is to be placed first, and this wall (4) is fitted into the groove (3) of the pillar (1) from its head to the support of this foundation.

この建立プロセスは、二つの基準を満たす。この建立は、直線的に且つ高さが増すように実行し、囲壁パネル（４）およびスラブ（７）のそれぞれのレベルに分割する。   This erection process meets two criteria. This erection is performed in a straight line and increases in height and is divided into respective levels of the surrounding panel (4) and the slab (7).

要するに、このプロセスは次の通りである。
第１レベル− 半地階（１７）
基礎（フーチング（２））、地面板（１６）、柱（１）、外部囲壁パネル（４）、内部パネル（８）、階段（１３）。
第２レベル− 一階（１８）
スラブ（７）、外部パネル（４）、内部パネル（８）、階段（１３）。
第３レベル− 二階（１９）
スラブ（７）、外部パネル（４）、内部パネル（８）、階段（１３）。
第４レベル− アティク（２０）
スラブ（７）、外部パネル（４）、内部パネル（８）、屋根の部品（９）。 In short, this process is as follows.
1st Level-Half Basement (17)
Foundation (footing (2)), ground plate (16), pillar (1), external wall panel (4), internal panel (8), stairs (13).
2nd Level-1st Floor (18)
Slab (7), outer panel (4), inner panel (8), staircase (13).
3rd Level-Second Floor (19)
Slab (7), outer panel (4), inner panel (8), staircase (13).
4th Level-Atik (20)
Slab (7), outer panel (4), inner panel (8), roof part (9).

一旦、構造的作業が終ると、次に最終的に塗装するために設備接続、ドアおよび窓の配置、浴室取付けを実施する。   Once the structural work is done, equipment connections, door and window placement, and bathroom installation are then performed for final painting.

本発明を実行に移す方法は勿論、その性質を十分説明したので、その本質的特徴内で、細部が例として示したものと異なる他の実施例を実行でき、それがその大原則を部分的に変更、全面的に変更または修正しない限り、請求する保護に同等に達するだろうことを申立てる。   Now that the nature of the invention has been fully described, as well as how to put the invention into practice, other embodiments may be carried out within its essential characteristics, the details of which differ from those shown as examples, which partially Alleged that, unless changed, completely changed or modified, the protection claimed will be equivalent.

本発明の住宅に組込んだ左隅柱の断面による断面図を示す。Sectional drawing by the cross section of the left corner pillar incorporated in the house of this invention is shown. 本発明の住宅に組込んだ中間正面柱の断面による断面図を示す。Sectional drawing by the cross section of the intermediate | middle front pillar incorporated in the house of this invention is shown. 本発明の住宅に組込んだ中間切妻柱の断面による断面図を示す。Sectional drawing by the cross section of the middle gable pillar incorporated in the house of this invention is shown. 本発明の住宅に組込んだ中心柱の断面による断面図を示す。Sectional drawing by the cross section of the center pillar incorporated in the house of this invention is shown. 本発明の住宅に組込んだ右隅柱の断面による断面図を示す。Sectional drawing by the cross section of the right corner pillar incorporated in the house of this invention is shown. 一旦フーチングに埋込んだ幾つかの柱の立面図を示す。Figure 2 shows an elevation view of several columns once embedded in the footing. 各柱に組込んだ平鋼の一つの詳細を示す。One detail of the flat bar built into each pillar is shown. 囲壁パネルの例の立面図を示す。FIG. 3 shows an elevation view of an example of a wall panel. 囲壁パネルの例の縦断面図を示す。The longitudinal cross-sectional view of the example of a surrounding wall panel is shown. 囲壁パネルの例の断面図を示す。Sectional drawing of the example of a surrounding wall panel is shown. 内部パネルの立面図を示す。An elevation view of the inner panel is shown. 内部パネルの縦断面図を示す。The longitudinal cross-sectional view of an internal panel is shown. 内部パネルの断面図を示す。A sectional view of an internal panel is shown. スラブの構造の例の縦断面による断面図を示す。Sectional drawing by the longitudinal cross-section of the example of the structure of a slab is shown. この住宅の屋根の立面図を示す。An elevation view of the roof of this house is shown. この住宅の屋根の平面図を示す。The top view of the roof of this house is shown. 屋根部品の棟梁との結合の詳細を示す。The details of the connection of roof parts to the master beam are shown. 住宅の階段を形成する部品およびそれらを固定する態様を示す立面図である。It is an elevation which shows the components which form the stairs of a house, and the aspect which fixes them. この階段の部品のスラブとの接合部の詳細図である。It is detail drawing of the junction part with the slab of the components of this staircase. 囲壁の例の立面図であり、局部設備を接続するための配線が組込まれていることが分る。It is an elevation view of the example of a surrounding wall, and it turns out that the wiring for connecting a local installation is incorporated. 完成した住宅の縦断面による断面図であり、それを形成する全ての構成材をはっきりと示す。Fig. 2 is a cross-sectional view of the completed house in a longitudinal section, clearly showing all the components that form it.

Claims (12)

後に現場へ運び、この住宅レイアウトに従って機械的に配置するために、作業場で鉄筋コンクリートによって作った、プレハブ式鉄筋コンクリート構成材に基づいて建設する種類のプレハブ式鉄筋コンクリートの単身者型住宅であって、囲壁（４）および分割囲壁（８）のための案内として使う、補強したフーチング（２）で基礎に埋込んである一工程プレハブ式鉄筋コンクリート製の柱（１）にして、それらの配置に従って異なる構成を採る柱、前記組立体に荷重負担能力を与えるプレハブ式鉄筋コンクリートの囲壁パネル（４）、前記住宅の内部配分を担当するプレハブ式内部パネル（８）、前記囲壁パネル（４）で支えられるプレハブ式鉄筋コンクリートのスラブ（７）、屋根窓（１０）を作るための特殊部品（９ｂ）を備える、プレハブ式鉄筋コンクリートの切妻屋根（９）、前記柱（１）の頭での二つの支持体を備える連続プレハブ式鉄筋コンクリートの棟梁（１１）にして、前記支持体が側面に溶接ビードによって作った継手である棟梁、並びに完全プレハブ式鉄筋コンクリート部品によって作った階段（１３）を含むことに特徴がある住宅。   A type of prefabricated reinforced concrete single-person house constructed on the basis of prefabricated reinforced concrete components made of reinforced concrete in the workplace for later transport to the site and mechanically arranged according to this house layout, 4) and one-step prefabricated reinforced concrete columns (1) embedded in the foundation with reinforced footings (2) used as guides for the dividing wall (8), and take different configurations according to their arrangement Columns, prefabricated reinforced concrete enclosure panel (4) that gives load-bearing capacity to the assembly, prefabricated interior panel (8) in charge of internal distribution of the house, prefabricated reinforced concrete supported by the enclosure panel (4) Pre-equipped with special parts (9b) for making slabs (7), roof windows (10) It is a joint made of welded beads on the side of the reinforced concrete gable roof (9), continuous prefabricated reinforced concrete ridge beam (11) with two supports at the head of the column (1) A house characterized by including a master beam and a staircase (13) made of fully prefabricated reinforced concrete parts. 請求項１に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、前記横柱（１）が中心柱より短いこと、および適当な軸方向鉄筋を備える柱（１）が囲壁パネル（４）と共に本ざね継ぎ機構に属する溝（３）を有し、その大きさは柱によって変ることに特徴がある住宅。   A prefabricated reinforced concrete single-person residence according to claim 1, wherein the horizontal column (1) is shorter than the central column, and the column (1) with a suitable axial rebar is with the surrounding panel (4). A house that has a groove (3) belonging to the pin joint mechanism and whose size varies depending on the pillar. 請求項１または２に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、各柱（１）がこれらの溝（３）に結合した一連の平鋼（５）を有し、それらを囲壁パネル（４）の上縁とこれらの柱（１）の実際の平鋼（５）の間の継手溶接を実施するために使い、囲壁（４）が重力のために作用するだけでなく、それどころか水平方向に協働することも達成することを特徴とする住宅。   3. A prefabricated reinforced concrete single-person house according to claim 1 or 2, wherein each column (1) has a series of flat bars (5) joined to these grooves (3), which are enclosed in a panel (4) Used to perform joint welding between the upper edge of these columns (1) and the actual flat bars (5) of these columns (1), the enclosure (4) not only acts for gravity, but rather is horizontal A house characterized by achieving cooperation in any direction. 請求項１から３までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、前記囲壁パネル（４）が、上部領域にあって、前記スラブ（７）の縁を覆う、パネル全体に沿って伸びるスカート（６）を含むことを特徴とする住宅。   It is a single person type house of prefabricated reinforced concrete according to any one of claims 1 to 3, wherein the surrounding wall panel (4) is in an upper region and covers an edge of the slab (7). A house characterized by including a skirt (6) extending along the entire panel. 請求項１から４までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、前記屋根（９）が２点で支持される部品（９ａ）で作られ、前記棟梁（１１）では、それを水平溝（１２）に挿入し、かつ前記囲壁（４）では、それらが移動を防ぎ且つ同時に梁の機能を果す部品を有することを特徴とする住宅。   A single-person house of prefabricated reinforced concrete according to any one of claims 1 to 4, wherein the roof (9) is made of parts (9a) supported at two points, and the building beam (11 ) In the housing, characterized in that it is inserted into a horizontal groove (12) and in the surrounding wall (4) they have parts that prevent movement and at the same time function as a beam. 請求項１から５までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、二つの異なる種類の階段（１３）があり、最初の種類は、スラブ（７）に溶接した二つの継手（２１）を有し、および第２の種類は、地面板（１６）に支えられた半地階（１７）を二階（１８）のスラブ（７）に結合する階段であり、且つ二階（１８）のスラブ（７）に溶接した継手（２１）を有すること、および、その建立を容易にするために、荷重負担能力のない一連の支持体が囲壁（４）に配置してあることに特徴がある住宅。   A prefabricated reinforced concrete single-person house according to any one of claims 1 to 5, wherein there are two different types of stairs (13), the first type being welded to a slab (7) The second type has two joints (21) and the second type is a staircase that couples a half-basement (17) supported by a ground plane (16) to a slab (7) of the second floor (18), and the second floor In order to have the joint (21) welded to the slab (7) of (18) and to facilitate its erection, a series of supports without load bearing capacity are arranged on the surrounding wall (4) A house characterized by. 請求項１から６までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、屋根（９）が加える横力を、囲壁（４）と柱（１）の間に溶接継手を組込むことによって解決し、従って際梁受けは重力によるだけでなく、横応力に抗する協力もあると言う事実、およびそれが広い建物であるので、有り得る耐震リスクを同じ方法で解決することに特徴がある住宅。   It is a single person type house of the prefabricated reinforced concrete according to any one of claims 1 to 6, wherein the lateral force applied by the roof (9) is welded between the surrounding wall (4) and the column (1). To solve the seismic risk possible in the same way, and the fact that the beam support is not only due to gravity but also has cooperation against lateral stress, and because it is a large building A characteristic house. 請求項１から７までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、前記柱（１）を全断面を横断する２本のボルトによって運搬し且つ建立し、囲壁（４）をその上縁に収容した二つの固定点で建立且つ配置し、および前記スラブ（７）をプレハブプロセス中に主骨組に結合した、上面にある四つのアンカで配置することを特徴とする住宅。   A prefabricated reinforced concrete single-person house according to any one of claims 1 to 7, wherein said pillar (1) is transported and erected by two bolts crossing the entire cross section, 4) is erected and arranged at two fixed points housed on its upper edge, and the slab (7) is arranged with four anchors on the upper surface, which were joined to the main frame during the prefabrication process Housing. 請求項１から８までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、全ての局部据付けを、配線（１４）がそのケーシングと共に、囲壁（４）および内部パネル（８）および内部間仕切り（８）がコンクリートで作ってあるモールドに含まれていて、一旦コンクリートを流し込むと埋込まれるように、囲壁（４）または内部壁材（８）の部品を製作するのと同じプロセスで行うことを特徴とする住宅。   9. A prefabricated reinforced concrete single person type housing according to any one of claims 1 to 8, wherein all local installations are carried out together with a casing (4) and a casing (4) and an inner panel (8). ) And internal partition (8) are contained in a mold made of concrete, the same as making a part of enclosure (4) or internal wall material (8) so that once concrete is poured, it is embedded A house characterized by the process. 請求項１から９までのいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅であって、一旦これらの設備を囲壁（４）および内部パネル（８）に分配すると、囲壁の上縁にある局部本線ソケット（１５）への接続を担当する、仮天井の上を走る一般的な隠されたネットワークがあること、並びに前記仮天井によって適当に覆われる全ての設備の高さの分配のためにスラブ（７）の各床に作った通路があり、それらの設備は、全て各場合に有効な規則に従う熱および冷水、配管、暖房、電気設備、通信およびドモティック設備から成ることを特徴とする住宅。   A prefabricated reinforced concrete single-person house according to any one of claims 1 to 9, wherein once these facilities are distributed to the enclosure (4) and the inner panel (8), the upper edge of the enclosure There is a general hidden network running over the suspended ceiling, responsible for connection to a certain local mains socket (15), and for the distribution of the height of all equipment appropriately covered by said suspended ceiling There are passages made on each floor of the slab (7), all of which are characterized by heat and cold water, piping, heating, electrical equipment, communication and domictic equipment in accordance with the rules valid in each case Housing. プレハブ式鉄筋コンクリートの単身者住宅を建設する方法であって、荷重補償機能喪失を起さないようにそれを秩序正しい方法で実行し、以下の方法で高さが増すように実行することを特徴とする方法であって、
柱（１）の荷重を含む他に、囲壁（４）のための支持体として使うように、互いに補強した補強フーチング（２）によって基礎を創り、
完全に水平な地面板（１６）を伸し、その上に前記柱（１）を対応するフーチング（２）に埋め、
外部囲壁（４）を建立し、その初めは、半地階（１７）の囲壁が最初に置くべきものであり、前記囲壁（４）を柱（１）の溝（３）にその頭からこの基礎の支持部まで嵌め込み、
そこで、前記建立プロセスが二つの基準を満たし、前記建立を直線的に且つ高さが増すように実行し、以下のプロセスに従って、囲壁パネル（４）およびスラブ（７）のそれぞれのレベルである、
第１レベル− 半地階（１７）
基礎（フーチング（２））、地面板（１６）、柱（１）、外部囲壁パネル（４）、内部パネル（８）、階段（１３）、
第２レベル− 一階（１８）
スラブ（７）、外部パネル（４）、内部パネル（８）、階段（１３）、
第３レベル− 二階（１９）
スラブ（７）、外部パネル（４）、内部パネル（８）、階段（１３）、
第４レベル− アティク（２０）
スラブ（７）、外部パネル（４）、内部パネル（８）、屋根の部品（９）、に分割する方法。 A prefabricated reinforced concrete single-person house, characterized in that it is executed in an orderly manner so as not to cause a loss of load compensation function, and is carried out to increase the height by the following method. A way to
In addition to including the load of the pillar (1), create a foundation by reinforcing footings (2) reinforced to each other for use as a support for the enclosure (4),
Stretch a completely horizontal ground plate (16) and embed the pillar (1) on the corresponding footing (2) on it,
The outer wall (4) is erected, and at the beginning, the wall of the semi-basement (17) should be placed first, and the wall (4) is inserted into the groove (3) of the pillar (1) from its head to the foundation. Fit to the support part of
Thus, the erection process meets two criteria, and the erection is performed linearly and increased in height, according to the following process, at each level of the wall panel (4) and slab (7),
1st Level-Half Basement (17)
Foundation (footing (2)), ground plate (16), pillar (1), external wall panel (4), internal panel (8), stairs (13),
2nd Level-1st Floor (18)
Slab (7), outer panel (4), inner panel (8), staircase (13),
3rd Level-Second Floor (19)
Slab (7), outer panel (4), inner panel (8), staircase (13),
4th Level-Atik (20)
A method of dividing into a slab (7), an outer panel (4), an inner panel (8), and a roof part (9). 請求項１１に記載の建設プロセスによって実行した、請求項１ないし１０のいずれか１項に記載のプレハブ式鉄筋コンクリートの単身者型住宅。
The single-person residence of prefabricated reinforced concrete according to any one of claims 1 to 10, which is executed by the construction process according to claim 11.
JP2008556800A 2006-03-03 2006-12-01 Prefabricated reinforced concrete single-person house and method for constructing the house Pending JP2009528464A (en)

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ES200600531A ES2281289B1 (en) 2006-03-03 2006-03-03 PREFABRICATED SINGLE FAMILY HOUSING OF REINFORCED CONCRETE AND ASSEMBLY PROCEDURE OF THE SAME.
PCT/ES2006/000674 WO2007099178A1 (en) 2006-03-03 2006-12-01 Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling

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