JP2006089994A - Building structure body, building structure using the same, and method of constructing building - Google Patents

Building structure body, building structure using the same, and method of constructing building Download PDF

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JP2006089994A
JP2006089994A JP2004275671A JP2004275671A JP2006089994A JP 2006089994 A JP2006089994 A JP 2006089994A JP 2004275671 A JP2004275671 A JP 2004275671A JP 2004275671 A JP2004275671 A JP 2004275671A JP 2006089994 A JP2006089994 A JP 2006089994A
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lattice
dimensional structural
lightweight
structural element
bars
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Kenji Yokota
健治 横田
Noriyasu Ejiri
憲泰 江尻
Kenji Inoue
賢二 井上
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EJIRI KENCHIKU KOZO SEKKEI JIM
EJIRI KENCHIKU KOZO SEKKEI JIMUSHO KK
Kozo Keikaku Engineering Inc
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EJIRI KENCHIKU KOZO SEKKEI JIM
EJIRI KENCHIKU KOZO SEKKEI JIMUSHO KK
Kozo Keikaku Engineering Inc
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Priority to JP2004275671A priority Critical patent/JP2006089994A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • E04B5/328Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical

Abstract

<P>PROBLEM TO BE SOLVED: To provide a hollow unit for use in a hollow slab construction method, which brings about divided construction steps at the time of constructing a building, by forming lightweight spheres in one body and realizing unitization by employing a compact and simple engaging structure, contributes to simplified construction and reduced construction costs, achieves good arrangement accuracy even after pouring of concrete, is lightweight, exerts slab strength as specified, and is excellent in sound insulation and heat insulation, and to provide a hollow concrete slab using the hollow unit. <P>SOLUTION: The hollow unit 2 is constructed by arranging a plurality of top reinforcements 3 almost in parallel with each other and a plurality of bottom reinforcements 4 to form lattice structures 5, arranging the lattice structures 5 thus formed, in a manner being spaced a predetermined distance away from each other by width retainers 6, thereby defining a plurality of lattice space portions 15, and arranging the lightweight spheres 8 each held by a holding member 10 and an engaging reinforcement 7 so as to be engaged with the top reinforcement 3. Then the hollow unit 2 is embedded in the concrete not shown, and thereafter the concrete is cured. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、建造物構造体、それを用いた建造物構造及び建造物の施工方法に関し、さらに限定的には、建造物構造体がボイドユニットを用いた中空コンクリート版であり、製作が容易で低コストのボイドユニット、そのボイドユニットを用いた施工性、剛性、遮音性に優れた中空コンクリート版、及びその中空コンクリート版を用いた建造物の施工方法に関する。   The present invention relates to a building structure, a building structure using the same, and a method for constructing the building, and more specifically, the building structure is a hollow concrete plate using a void unit, which is easy to manufacture. The present invention relates to a low-cost void unit, a hollow concrete plate excellent in workability, rigidity, and sound insulation using the void unit, and a method for constructing a building using the hollow concrete plate.

本願特許明細書において用いる用語は、以下の定義に従って用いるものとする。
「建造物構造体」
建造物構造体とは、建築物、土木構造、船舶、航空機、宇宙基地等の人為的に設計・施工された人間環境を形成する建造物を構成する構造体を言う。
「3次元構造要素」
3次元構造要素とは、任意の形状と任意の体積を有し、建造物構造体を構成する要素を言う。任意の形状とは、球体、楕円体、多面体等の3次元形状を言い、中空体或いは中実体を呈している。その材質は、軽量材質のものとしては、合成樹脂製、発泡樹脂製、木片、おがくず、紙(不織布等)、ゴム、セラミックがあり、重量物としては鉄、銅、アルミニューム等の金属製或いは石材、レンガ等の石材製がある。
The terms used in this patent specification shall be used according to the following definitions.
"Building structure"
A building structure refers to a structure that forms a building that forms a human environment that is artificially designed and constructed, such as a building, a civil engineering structure, a ship, an aircraft, and a space base.
"3D structural elements"
The three-dimensional structural element refers to an element having an arbitrary shape and an arbitrary volume and constituting a building structure. The arbitrary shape refers to a three-dimensional shape such as a sphere, an ellipsoid, or a polyhedron, and exhibits a hollow body or a solid body. The material is made of synthetic resin, foamed resin, wood chips, sawdust, paper (nonwoven fabric, etc.), rubber, ceramic, and heavy items made of metal such as iron, copper, aluminum or the like. There are stone products such as stone and brick.

従来から建築物の高層化や広い居住空間を確保するためにコンクリート床スラブの厚さを増して強度を向上させてみるとか、軽量化や遮音性を改善するために、スラブ内部に埋設物を埋設する中空スラブ工法が種々実用化されてきた。このようなコンクリートに埋設する埋設物としては板状の金属を螺旋状に形成したワインディングパイプに代表される中空管やキーストンプレートを折り曲げて箱型に形成したものや、耐水ダンボールを箱型に形成したもの、発泡樹脂を立方体や球形に形成したものなどが用いられている。   Conventionally, in order to increase the thickness of concrete floor slabs in order to secure a high-rise building and a wide living space, the strength of the concrete floor slabs has been increased, or in order to reduce weight and improve sound insulation, buried objects have been placed inside the slabs. Various hollow slab construction methods have been put into practical use. As such buried objects embedded in concrete, hollow pipes and keystone plates typified by winding pipes made of spirally shaped plate-like metal are bent into a box shape, or water-resistant cardboard is made into a box shape. Those formed, foamed resin formed into cubes or spheres, and the like are used.

このような建築物の構造体としての中空コンクリート版を形成する中空スラブ工法については、例えば従来技術として、中空材本体に連結補強筋が簡単、かつ強固に取り付けられる中空材ユニットを提供することを課題として、中空材ユニットは、上部中空材と下部中空材とが嵌合した中空材本体が連結部材で適宜間隔をもって連結され、これら中空材本体の上部中空材と下部中空材との嵌合部にわたって連結補強材が挟み込まれて構成され、上部中空材および/または下部中空材の中空内には対向面にわたって補強部材が形成されているものが開示されている。   For a hollow slab method for forming a hollow concrete plate as a structure of such a building, for example, as a conventional technique, a hollow material unit in which a connecting reinforcing bar is easily and firmly attached to a hollow material body is provided. As a problem, in the hollow material unit, a hollow material main body in which an upper hollow material and a lower hollow material are fitted is connected by a connecting member at an appropriate interval, and a fitting portion between the upper hollow material and the lower hollow material of the hollow material main body is connected. It is disclosed that a connecting reinforcing material is sandwiched between the upper hollow material and / or the lower hollow material, and a reinforcing member is formed across the opposing surface.

特開2004−132044号公報JP 2004-132044 A

本発明は、従来において、中空スラブ工法に用いられる中空材ユニットの組み立て作業に高度な熟練度を要求されるといった問題や、材料費用や運搬費用、及び管理費用のコストの問題や、保管場所などの問題を解消し、限定的には球状体の軽量球体を一体的に形成することにより、軽量球体の製作が容易で、低コストを実現すると共に、形状がシンプルなために成形費用は大幅に削減され、任意な大きさの軽量球体を安価に多数製作することを可能とするものである。また、予め軽量球体を連結して現場に搬入することも可能で、搬送と材料管理を簡便とし、さらにユニット化により配置精度が容易に得られ、工法の簡略化により取り付けが簡単で、施工経験を殆ど必要とせず、製作工数も削減することができ、施工費用の低コスト化を実現可能とするものであり、前記施工中に設計変更が発生してボイドユニットのエリアを削減する場合も特定の軽量球体のみを簡単に取り外すことを可能とする。さらに本発明は、設計通りのスラブ強度を確保して遮音性、及び断熱性を確保し、騒音の低下と省エネルギーに寄与することが出来るボイドユニット及びそれを用いた中空コンクリート版を提供し、壁面施工も実現可能とするものである。以上のように本発明は、限定的には球状体の軽量球体を用いたボイドユニットを実施例として説明するが、重量構造体を形成したり遮音性を上げたりする目的のために、軽量球体に代えて重量物を用いてもよく、またその形状も球状体に限定されるものではない。本質的に本発明は、鉄筋コンクリート等の建造物要素にそれと相違した素材の3次元構造要素を埋め込み所望の目的の複合建造物構造を得るものである。   Conventionally, the present invention has a problem that a high degree of skill is required for assembly work of a hollow material unit used in a hollow slab method, a problem of material cost, transportation cost, management cost, storage location, etc. By eliminating the problem and, in a limited way, forming a lightweight spherical sphere integrally, it is easy to manufacture lightweight spheres and realizes low cost. This makes it possible to produce a large number of lightweight spheres of any size at low cost. It is also possible to connect lightweight spheres in advance and carry them to the site, simplifying transportation and material management, and easily obtaining placement accuracy through unitization, and easy installation due to simplified construction methods. The manufacturing man-hours can be reduced, and the construction cost can be reduced. It is also possible to reduce the void unit area due to a design change during the construction. It is possible to easily remove only the lightweight sphere. Furthermore, the present invention provides a void unit that can ensure slab strength as designed to ensure sound insulation and heat insulation, contribute to noise reduction and energy saving, and a hollow concrete plate using the void unit, Construction is also feasible. As described above, the present invention is limited to the description of the void unit using a light spherical sphere as an example, but for the purpose of forming a heavy structure or improving sound insulation, the light spherical Instead of this, a heavy object may be used, and the shape is not limited to a spherical body. In essence, the present invention embeds a three-dimensional structural element made of a different material into a building element such as reinforced concrete to obtain a desired composite building structure.

請求項1の建造物構造体は、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、前記格子状に配置された空間部の上端部には複数本の係止筋を所定間隔で略平行に配置し、該係止筋によって前記3次元構造要素を係止するようにしたことを特徴とする。   In the building structure according to claim 1, the plurality of upper end bars and the lower end bars arranged substantially in parallel are spaced apart by a predetermined distance and fixed by a plurality of stop members, The bottom stripes are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions. A plurality of locking bars are arranged substantially in parallel at predetermined intervals on the upper end portion of the arranged space, and the three-dimensional structural element is locked by the locking bars.

請求項1の構成によれば、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、格子状に配置された空間部の上端部の複数本の係止筋により3次元構造要素が簡単に係止することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素が所望位置に安定して位置させることが可能である。   According to the configuration of the first aspect, the plurality of upper end bars and the lower end bars arranged substantially parallel to each other are fixedly arranged by the plurality of stop members at a predetermined distance apart from each other, and the plurality of upper end bars and the lower ends are arranged. The streaks are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions between them, and the three-dimensional structural elements are arranged in the plurality of lattice-like space portions and arranged in a lattice shape. The three-dimensional structural element can be easily locked by a plurality of locking bars at the upper end of the space, and even if a fluid material such as concrete is poured in with a simple structure, the three-dimensional structural element is at the desired position. It is possible to position stably.

請求項2の建造物構造体は、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は下方から保持部材によって保持されるように構成し、該保持部材は前記平行に配置された上端筋の隣接する各上端筋に係止されて前記3次元構造要素を保持するようにしたことを特徴とする。   According to a second aspect of the present invention, the plurality of upper end bars and the lower end bars arranged substantially in parallel with each other are fixedly arranged by a plurality of width stop members at a predetermined distance apart from each other. The bottom stripes are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structure The element is configured to be held by a holding member from below, and the holding member is locked to each of the adjacent upper end bars of the upper end bars arranged in parallel to hold the three-dimensional structural element. It is characterized by.

請求項2の構成によれば、格子状に配置された3次元構造要素を下方から保持部材によって保持されるように構成することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素が所望位置に安定して位置させることが可能である。   According to the configuration of claim 2, the three-dimensional structural elements arranged in a lattice shape can be configured to be held by the holding member from below, and even if a fluid material such as concrete is poured in with a simple structure, The three-dimensional structural element can be stably positioned at a desired position.

請求項3の建造物構造体は、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにしたことを特徴とする。   According to a third aspect of the present invention, the plurality of upper end bars and the lower end bars arranged substantially parallel to each other are fixedly arranged by a plurality of width stop members with a predetermined distance therebetween, The bottom stripes are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structure The element is locked by the locking bar according to claim 1, and is further held from below by the holding member according to claim 2.

請求項3の構成によれば、格子状に配置された空間部の上端部の複数本の係止筋により3次元構造要素が簡単に係止することができ、且つ、3次元構造要素を下方から保持部材によって保持されるように構成することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素が所望位置により安定して位置させることが可能である。   According to the configuration of the third aspect, the three-dimensional structural element can be easily locked by the plurality of locking bars at the upper end portion of the space portion arranged in a lattice shape, and the three-dimensional structural element is moved downward. The three-dimensional structural element can be stably positioned at a desired position even if a flowable material such as concrete is poured with a simple structure.

請求項4の建造物構造体は、その3次元構造要素が軽量材質の中実体または中空体であることを特徴とする。   The building structure of claim 4 is characterized in that the three-dimensional structural element is a solid body or a hollow body of a lightweight material.

請求項4の構成によれば、3次元構造要素が軽量材質の中実体または中空体であることにより、軽量材質による前記3次元構造要素を用いた請求項1から3記載の建造物は軽量となることから予め該建造物を組み立てて現場に搬入することができ、且つ、コンクリート等の流動性素材を流し込んで固化させることにより軽量な建造物を得ることができる。   According to the configuration of claim 4, the three-dimensional structural element is a solid body or a hollow body of a lightweight material, so that the building according to claims 1 to 3 using the three-dimensional structural element made of a lightweight material is lightweight. Therefore, the building can be assembled in advance and carried into the site, and a lightweight building can be obtained by pouring and solidifying a fluid material such as concrete.

請求項5の建造物構造体は、その3次元構造要素が金属製或いは石材等の重量物の中実体または中空体であることを特徴とする。   The building structure according to claim 5 is characterized in that the three-dimensional structural element is a solid body or a hollow body made of metal or stone.

請求項5の構成によれば、3次元構造要素が金属製或いは石材等の重量物の中実体または中空体であることにより、軽量材質による前記3次元構造要素を用いた請求項1から3記載の建造物は重量物となることからコンクリート等の流動性素材を流し込んで固化させることにより重量な建造物を得ることができる。   According to the configuration of claim 5, the three-dimensional structural element is a solid or hollow body made of a heavy material such as metal or stone, so that the three-dimensional structural element made of a lightweight material is used. Since the building becomes heavy, a heavy building can be obtained by pouring and solidifying a fluid material such as concrete.

請求項6の建造物構造体は、前記上端筋と下端筋は、それぞれ複数の略直行した筋で構成された格子状構造であることを特徴とする。   The building structure according to claim 6 is characterized in that each of the upper end bars and the lower end bars is a lattice structure composed of a plurality of substantially perpendicular bars.

請求項6の構成によれば、前記上端筋と下端筋は、それぞれ複数の略直行した筋で構成された格子状構造であることにより、前記格子状構造に形成される格子状の空間部の縦横に整列して前記3次元構造要素を配置させることができる。   According to the configuration of claim 6, the upper end stripe and the lower end stripe are each a lattice-like structure composed of a plurality of substantially perpendicular stripes, so that the lattice-like space portion formed in the lattice-like structure is formed. The three-dimensional structural elements can be arranged vertically and horizontally.

請求項7の複合建造物構造は、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにした建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させたことを特徴とする。   The composite building structure according to claim 7, wherein the plurality of upper end bars and the lower end bars arranged substantially in parallel are spaced apart by a predetermined distance and fixedly arranged by a plurality of width stop members, The bottom stripes are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structure The element is locked by the locking bar according to claim 1, and is further held from below by the holding member according to claim 2. It is characterized by pouring and solidifying different fluid materials.

請求項7の構成によれば、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにした建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させたことにより、前記3次元構造要素が配置された建造物構造体を骨格としてコンクリート等の流動性素材を流し込んで固化させた複合建造物構造体を得ることができる。   According to the configuration of the seventh aspect, the plurality of upper end bars and the lower end bars arranged substantially in parallel are spaced apart by a predetermined distance and fixed by the plurality of width stop members, and the plurality of upper end bars and the lower end bars are fixed. The streaks are arranged so as to be substantially orthogonal to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structural element Is different from the three-dimensional structural element such as concrete in a building structure which is locked by the locking bar according to claim 1 and is held from below by the holding member according to claim 2. A flowable material such as concrete is poured into the building structure in which the three-dimensional structural elements are arranged as a skeleton to obtain a composite structure that has been solidified. it can.

請求項8の建造物の施工方法は、型枠に略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を予め形成し、次に請求項1記載の前記係止筋によって係止された前記3次元構造要素を前記上端筋に架設して建造物構造体を形成し、又は請求項2記載の前記保持部材によって下方から保持された前記3次元構造要素を前記該複数の格子状の空間部に配置して架設してさらに請求項1記載の前記係止筋によって前記3次元構造要素を係止して建造物構造体を形成し、これら建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させることを特徴とする建造物の施工方法。   In the construction method of claim 8, the plurality of upper end bars and the lower end bars arranged substantially in parallel to the formwork are fixedly arranged by a plurality of width stop members with a predetermined distance therebetween, and the plurality The upper and lower bars are arranged so as to be substantially perpendicular to each other, and a plurality of lattice-like spaces are formed in advance therebetween, and then locked by the locking bars according to claim 1. A three-dimensional structural element is installed on the upper end line to form a building structure, or the three-dimensional structural element held from below by the holding member according to claim 2 The three-dimensional structural element is formed by being placed and installed on the building structure, and the three-dimensional structural elements are locked by the locking bars according to claim 1, and the three-dimensional structural elements such as concrete are formed on the building structure. Pouring and solidifying a fluid material different from Method of constructing the buildings and butterflies.

請求項8の構成によれば、型枠に略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を予め形成し、次に請求項1記載の前記係止筋によって係止された前記3次元構造要素を前記上端筋に架設して建造物構造体を形成し、又は請求項2記載の前記保持部材によって下方から保持された前記3次元構造要素を前記該複数の格子状の空間部に配置して架設してさらに請求項1記載の前記係止筋によって前記3次元構造要素を係止して建造物構造体を形成し、これら建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させることにより、前記建造物の施工方法は、前記複数の上端筋と下端筋と巾止部材による格子状構造体を組み立てる工程と、前記3次元構造要素を架設する工程と、コンクリートなどの流動性素材を流し込んで固化させる工程に分けて施工することができる。   According to the configuration of the eighth aspect, the plurality of upper end bars and the lower end bars arranged substantially parallel to the formwork are fixedly arranged by the plurality of stop members at a predetermined distance apart from each other, and the plurality of upper ends The three-dimensional structure in which the streak and the bottom streak are arranged so as to be substantially perpendicular to each other, and a plurality of lattice-like spaces are formed in advance between them, and then locked by the locking bars according to claim 1. A structural element is installed on the upper end line to form a building structure, or the three-dimensional structural element held from below by the holding member according to claim 2 is arranged in the plurality of lattice-like spaces. Further, the three-dimensional structural elements are locked by the locking bars according to claim 1 to form building structures, and the three-dimensional structural elements such as concrete are formed on the building structures. By pouring and solidifying different fluid materials, The construction method of the building includes a step of assembling a lattice-like structure made up of the plurality of upper end bars, lower end bars, and width stop members, a step of constructing the three-dimensional structural element, and a flowable material such as concrete poured into the structure. Construction can be divided into solidification processes.

請求項1の発明によれば、格子状に配置された空間部の上端部の複数本の係止筋により3次元構造要素が簡単に係止することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素がコンクリート材の流れにより移動したり浮き上がったりすることを阻止され、所望位置に安定して位置させることが可能であることにより、コンクリート等を固化させた後の強度分布のばらつきを抑えた複合建造物構造体を得ることができる。   According to the first aspect of the present invention, the three-dimensional structural element can be easily locked by the plurality of locking bars at the upper end of the space portion arranged in a lattice shape, and the flow of concrete or the like can be easily achieved. After solidifying concrete, etc., it is possible to prevent the 3D structural element from moving or floating due to the flow of the concrete material and to be able to be stably positioned at the desired position It is possible to obtain a composite building structure in which variations in the intensity distribution of the steel sheet are suppressed.

請求項2の発明によれば、格子状に配置された3次元構造要素を下方から保持部材によって保持されるように構成することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素がコンクリート材の流れにより移動したり浮き上がったりすることを阻止され、所望位置に安定して位置させることが可能であることにより、コンクリート等を固化させた後の強度分布のばらつきを抑えた複合建造物構造体を得ることができる。   According to the invention of claim 2, the three-dimensional structural elements arranged in a lattice shape can be configured to be held by the holding member from below, and even if a fluid material such as concrete is poured in with a simple structure, The three-dimensional structural element is prevented from moving or floating due to the flow of concrete material, and can be stably positioned at the desired position, thereby reducing the variation in strength distribution after solidifying concrete etc. A suppressed complex building structure can be obtained.

請求項3の発明によれば、格子状に配置された空間部の上端部の複数本の係止筋により3次元構造要素が簡単に係止することができ、且つ、3次元構造要素を下方から保持部材によって保持されるように構成することができ、簡単な構造でコンクリート等の流動性素材を流し込んでも、3次元構造要素がコンクリート材の流れにより移動したり浮き上がったりすることを阻止され、所望位置により安定して位置させることが可能であることにより、コンクリート等を固化させた後の強度分布のばらつきを抑えた複合建造物構造体を得ることができる。   According to the invention of claim 3, the three-dimensional structural element can be easily locked by the plurality of locking bars at the upper end of the space portion arranged in a lattice shape, and the three-dimensional structural element is moved downward. It can be configured to be held by a holding member, and even if a fluid material such as concrete is poured in with a simple structure, the three-dimensional structural element is prevented from moving or floating due to the flow of concrete material, By being able to be stably positioned at a desired position, it is possible to obtain a composite building structure that suppresses variations in strength distribution after solidifying concrete or the like.

請求項4の発明によれば、3次元構造要素が軽量材質の中実体または中空体であることにより、軽量材質による前記3次元構造要素を用いた請求項1から3記載の建造物構造体の軽量化が可能であることにより、予め該建造物構造体を組み立てて現場に搬入することができ、且つ、コンクリート等の流動性素材を流し込んで固化させることにより軽量な複合建造物構造体を得ることができることにより、設計値通りの構造体強度を確保して遮音性、及び断熱性を確保することができる。   According to a fourth aspect of the present invention, the three-dimensional structural element is a solid or hollow body of a lightweight material, so that the three-dimensional structural element of the lightweight material is used. Since the weight can be reduced, the building structure can be assembled in advance and carried to the site, and a lightweight composite building structure can be obtained by pouring and solidifying a fluid material such as concrete. As a result, the structure strength as designed can be ensured, and sound insulation and heat insulation can be ensured.

請求項5の発明によれば、3次元構造要素が金属製或いは石材等の重量物の中実体または中空体であることにより、軽量材質による前記3次元構造要素を用いた請求項1から3記載の建造物は重量物となることからコンクリート等の流動性素材を流し込んで固化させることにより重量な建造物を得ることができることにより、設計値通りの構造体強度を確保して遮音性、及び制震性を確保することができる。   According to a fifth aspect of the present invention, the three-dimensional structural element is a solid or hollow body made of a heavy material such as metal or stone, so that the three-dimensional structural element made of a lightweight material is used. Since these buildings are heavy, it is possible to obtain heavy buildings by pouring and solidifying fluid materials such as concrete, so that the structural strength as designed can be ensured and sound insulation and control can be achieved. Seismicity can be secured.

請求項6の発明によれば、前記上端筋と下端筋は、それぞれ複数の略直行した筋で構成された格子状構造であることにより、前記格子状構造に形成される格子状の空間部の縦横に整列して前記3次元構造要素を配置させることができる。   According to the invention of claim 6, the upper and lower streaks are each a lattice-like structure composed of a plurality of substantially perpendicular stripes, so that the lattice-like space portion formed in the lattice-like structure is formed. The three-dimensional structural elements can be arranged vertically and horizontally.

請求項7の発明によれば、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにした建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させたことにより、前記3次元構造要素が配置された建造物構造体を骨格としてコンクリート等の流動性素材を流し込んで固化させた複合建造物構造体を得ることができる。   According to the seventh aspect of the present invention, the plurality of upper end bars and the lower end bars arranged substantially in parallel are spaced apart by a predetermined distance and fixed by the plurality of width stop members. The streaks are arranged so as to be substantially orthogonal to each other to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structural element Is different from the three-dimensional structural element such as concrete in a building structure which is locked by the locking bar according to claim 1 and is held from below by the holding member according to claim 2. A flowable material such as concrete is poured into the building structure in which the three-dimensional structural elements are arranged as a skeleton to obtain a composite structure that has been solidified. it can.

請求項8の発明によれば、型枠に略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を予め形成し、次に請求項1記載の前記係止筋によって係止された前記3次元構造要素を前記上端筋に架設して建造物構造体を形成し、又は請求項2記載の前記保持部材によって下方から保持された前記3次元構造要素を前記該複数の格子状の空間部に配置して架設してさらに請求項1記載の前記係止筋によって前記3次元構造要素を係止して建造物構造体を形成し、これら建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させることにより、前記建造物の施工方法は、前記複数の上端筋と下端筋と巾止部材による格子状構造体を組み立てる工程と、前記3次元構造要素を架設する工程と、コンクリート等の流動性素材を流し込んで固化させる工程に分けて施工することができる。   According to the invention of claim 8, the plurality of upper end bars and the lower end bars arranged substantially parallel to the mold frame are fixedly arranged by the plurality of width stop members with a predetermined distance therebetween, and the plurality of upper ends The three-dimensional structure in which the streak and the bottom streak are arranged so as to be substantially perpendicular to each other, and a plurality of lattice-like spaces are formed in advance between them, and then locked by the locking bars according to claim 1. A structural element is installed on the upper end line to form a building structure, or the three-dimensional structural element held from below by the holding member according to claim 2 is arranged in the plurality of lattice-like spaces. Further, the three-dimensional structural elements are locked by the locking bars according to claim 1 to form building structures, and the three-dimensional structural elements such as concrete are formed on the building structures. By pouring and solidifying different fluid materials, The construction method of the building includes a step of assembling a lattice-like structure made up of the plurality of upper end bars, lower end bars, and width stop members, a step of constructing the three-dimensional structural element, and a flowable material such as concrete poured into the structure. Construction can be divided into solidification processes.

以上のように、本発明は、本質的には、鉄筋コンクリート等の建造物構造体にそれと相違した素材の3次元構造要素を埋め込み、所望の目的の複合建造物構造を得るものであるが、以下の実施例の説明においては、最も多く適用されている、中実状或いは中空状の通常「ボイド」と呼ばれる球状体を多数埋設して鉄筋コンクリート等の床要素を得る実施例について説明する。   As described above, the present invention essentially embeds a three-dimensional structural element of a material different from that in a building structure such as reinforced concrete to obtain a desired composite structure. In the description of the embodiment, an embodiment that obtains a floor element such as reinforced concrete by embedding a large number of solid or hollow spherical bodies called “voids” that are most often applied will be described.

もちろん、前述したとおり、建造物構造体とは、建築物、土木構造、船舶、航空機、宇宙基地等の人為的に設計・施工された人間環境を形成する建造物を構成する構造体を言い、3次元構造要素とは、任意の形状と任意の体積を有し、建造物構造体を構成する要素を言うものである。また、任意の形状とは、球体、楕円体、多面体等の3次元形状を言い、中空体或いは中実体を呈しており、その材質は、軽量材質のものとしては、合成樹脂製、発泡樹脂製、木片、おがくず、紙(不織布等)、ゴム、セラミックがあり、重量物としては鉄、銅、アルミニューム等の金属製或いは石材、レンガ等の石材製がある。ここでは、説明の容易のために、上述の実施例に限って説明するが、本願発明をそれに限定するものではない。以下、本発明を実施するための最良の形態としての実施例を図1から図23により以下に説明する。   Of course, as described above, a building structure refers to a structure that constitutes a building that forms an artificially designed and constructed human environment such as a building, civil engineering structure, ship, aircraft, space base, The three-dimensional structural element refers to an element having an arbitrary shape and an arbitrary volume and constituting a building structure. The arbitrary shape refers to a three-dimensional shape such as a sphere, an ellipsoid, or a polyhedron, and has a hollow body or solid body, and the material is made of synthetic resin or foamed resin as a lightweight material. Wood, sawdust, paper (non-woven fabric, etc.), rubber, and ceramic, and heavy items are made of metal such as iron, copper, and aluminum, or made of stone such as stone and brick. Here, for ease of explanation, the description is limited to the above-described embodiment, but the present invention is not limited thereto. Embodiments as the best mode for carrying out the present invention will be described below with reference to FIGS.

図2から図7は本発明の第一実施例を示す係止筋7により保持した軽量球体(3次元構造要素)8と、前記軽量球体8の係止筋7を上端筋3と連結したボイドユニット(建造物構造体)2を形成した説明図であり、図8は第一実施例によるボイドユニット2を組み立てる手順を示した説明図である。   FIGS. 2 to 7 show a lightweight sphere (three-dimensional structural element) 8 held by a locking bar 7 according to the first embodiment of the present invention, and a void in which the locking bar 7 of the lightweight sphere 8 is connected to the upper bar 3. It is explanatory drawing which formed the unit (building structure) 2, and FIG. 8 is explanatory drawing which showed the procedure of assembling the void unit 2 by a 1st Example.

また図1及び図9から図16は本発明の第二実施例における軽量球体8の下方17を剛性保持部材10により保持し前記軽量球体8の頂部16を係止する係止筋7を前記上端筋3に架設させたボイドユニット2を形成した説明図であり、図15は前記剛性保持部材10を用いたボイドユニット2を組み立てる手順を示した説明図である。さらに、図16は複数の軽量球体8を前記剛性保持部材10で連結して形成したボイドユニット2の説明図である。   FIGS. 1 and 9 to 16 show the lower end 17 of the lightweight sphere 8 in the second embodiment of the present invention by the rigid holding member 10 and the locking bar 7 for locking the top portion 16 of the lightweight sphere 8 at the upper end. FIG. 15 is an explanatory diagram showing the formation of the void unit 2 installed on the muscle 3, and FIG. 15 is an explanatory diagram showing the procedure for assembling the void unit 2 using the rigid holding member 10. Further, FIG. 16 is an explanatory view of the void unit 2 formed by connecting a plurality of lightweight spheres 8 with the rigid holding member 10.

次に、図17から図23は第二実施例における軽量球体8の下方17を可撓性保持部材11により保持し前記軽量球体8の頂部16を係止する係止筋7を前記上端筋3に架設させたボイドユニット2を形成した説明図であり、図22は前記可撓性保持部材11を用いたボイドユニット2を組み立てる手順を示した説明図である。さらに、図23は複数の軽量球体8を前記可撓性保持部材11で連結して形成したボイドユニット2の説明図である。もちろん、本発明は、その発明の趣旨に反さない範囲で、以下の限定的実施例において説明した以外のものに対しても、3次元構造要素である軽量球体2の形状或いは素材を変更することにより、多目的な中空コンクリート版に容易に適用可能なことは説明を要するまでもない。   Next, FIG. 17 to FIG. 23 show that the upper end muscle 3 has a locking bar 7 that holds the lower part 17 of the lightweight sphere 8 by the flexible holding member 11 and locks the top 16 of the lightweight sphere 8 in the second embodiment. FIG. 22 is an explanatory view showing a procedure for assembling the void unit 2 using the flexible holding member 11. Further, FIG. 23 is an explanatory diagram of the void unit 2 formed by connecting a plurality of lightweight spheres 8 with the flexible holding member 11. Of course, the present invention changes the shape or material of the light-weight sphere 2 that is a three-dimensional structural element to those other than those described in the following limited embodiments without departing from the spirit of the invention. Therefore, it goes without saying that it can be easily applied to a multipurpose hollow concrete plate.

本発明の建造物構造体2は、限定的な実施例としては図1に示すボイドユニット2の平面説明図のように、それぞれが格子状に配置した上端筋3と図示しない下端筋からなる格子状構造部材5を上下平行に配置し、その上下各格子状構造部材5を巾止部材6で連結するとともに、上端筋3と下端筋(図1では図示略)によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8を縦横に配置させ、列方向に並んだ前記空間部15の間隔に対応するように複数の軽量球体8を支持する支持部材として係止筋7を設け、この係止筋7を上端筋3と連結して各軽量球体8を空間部15内に配置し、前記軽量球体8を下方17から保持させる保持部材10を設けて保持させたボイドユニット構成である。ここにおいて、上端筋と下端筋とは、それぞれ格子状構造部材によって碁盤目状に区画された空間部を形成しているが、これは建造物構造体の要求強度によって決められるものであり、碁盤目状に区画された空間部を形成するためには、請求項1等で規定された発明の通り、略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成するもので良い(図示は省略する)。   As a limited embodiment, the building structure 2 according to the present invention is a lattice made up of upper streaks 3 and lower streaks (not shown), each arranged in a lattice shape, as shown in the plan view of the void unit 2 shown in FIG. The structural members 5 are arranged in parallel in the vertical direction, and the upper and lower lattice-shaped structural members 5 are connected to each other by the width stop members 6 and are partitioned in a grid pattern by the upper end bars 3 and the lower end bars (not shown in FIG. 1). A plurality of lightweight spheres 8 made of a foamed resin solid body or a resin hollow material are arranged vertically and horizontally in the space portion 15, and the plurality of lightweight spheres 8 are arranged so as to correspond to the spaces between the space portions 15 arranged in the column direction. A retaining member 7 is provided as a supporting member to be supported. The retaining member 7 is connected to the upper end member 3 so that each lightweight sphere 8 is disposed in the space 15, and the lightweight sphere 8 is held from below 17. 10 is a void unit configuration that is held by . Here, the upper and lower bars form a space section partitioned in a grid pattern by the grid-like structural members, respectively, which is determined by the required strength of the building structure. In order to form a space section that is partitioned in a grid, as in the invention defined in claim 1 or the like, a plurality of upper and lower stripes arranged substantially in parallel are separated by a predetermined distance vertically. A plurality of upper end bars and lower end bars are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like spaces between them (illustration is shown). (Omitted).

図2は第一実施例における軽量球体8に係止溝20を設けて係止筋7を嵌入した状態の断面説明図である。図2Aは発泡樹脂による中実体を用いた軽量球体8の頂部16近傍に前記係止溝20を1箇所形成して係止筋7を1本嵌入可能とし、図2Bは前記係止溝20を2箇所に形成して係止筋7を2本嵌入可能としてあり、本発明の建造物構造体においては、軽量球体8の1乃至2箇所に形成した係止溝20を嵌入部25として係止筋7を嵌入することにより、後述する第二実施例による図示しない保持部材により上端筋に保持した軽量球体8が図示しないコンクリート材を流し入れて打設するとき発生する軽量球体8の浮き上がり及びコンクリート材の流れによる移動を防止するために前記係止筋7により押さえ込むことができるボイドユニット構成である。   FIG. 2 is an explanatory cross-sectional view of the lightweight sphere 8 according to the first embodiment in a state where the locking grooves 20 are provided and the locking bars 7 are inserted. FIG. 2A shows that the locking groove 20 is formed at one location in the vicinity of the top portion 16 of the lightweight sphere 8 using a solid body made of foamed resin so that one locking bar 7 can be fitted. FIG. 2B shows the locking groove 20. Two locking bars 7 can be inserted in two places. In the building structure of the present invention, the locking groove 20 formed in one or two places of the lightweight sphere 8 is used as the insertion portion 25 to lock. By inserting the muscle 7, the lightweight sphere 8 lifted and the concrete material generated when the lightweight sphere 8 held on the upper end muscle by a holding member (not shown) according to a second embodiment to be described later is poured into the concrete material (not shown). It is a void unit configuration that can be pressed down by the locking bar 7 in order to prevent movement due to the flow.

続いて図3は前記軽量球体8に設けた係止溝20に嵌入した係止筋7を接着剤で固定した断面説明図である。図3Aは発泡樹脂による中実体を用いた軽量球体8に前記係止溝20を1箇所形成して係止筋7を1本嵌入して接着してあり、図3Bは前記係止溝20を2箇所に形成して2本の係止筋7を嵌入して接着してある。本発明の建造物構造体においては、予め前記嵌入部25を接着固定した接着固定部26とすることにより、前記軽量球体8と前記係止筋7を一体として取り扱うことができるので後述する格子状構造部材(図示略)に容易に架設することができると共に、第二実施例において図示しない保持部材により上端筋に保持することを可能とし、さらに係止筋7を嵌入した後に該係止筋7を軽量球体8と接着して固定させたボイドユニット構成である。   Next, FIG. 3 is a cross-sectional explanatory view in which the locking bars 7 fitted in the locking grooves 20 provided in the lightweight sphere 8 are fixed with an adhesive. FIG. 3A shows a lightweight sphere 8 using a solid body made of foamed resin, in which one of the locking grooves 20 is formed and one locking bar 7 is inserted and bonded, and FIG. Formed in two places, two locking bars 7 are inserted and bonded. In the building structure of the present invention, the lightweight spherical body 8 and the locking bar 7 can be handled as a unit by using the adhesive fixing part 26 in which the fitting part 25 is adhesively fixed in advance. It can be easily installed on a structural member (not shown), and can be held on the upper end bar by a holding member (not shown) in the second embodiment. This is a void unit configuration in which is bonded and fixed to the lightweight sphere 8.

図4は前記係止筋7の一部を軽量球体8に埋設又は貫通させた断面説明図である。図4Aは発泡樹脂による中実体を用いた前記軽量球体8の頂部16近傍に1本の係止筋7を埋設、或いは貫通させた埋設部27であり、図4Bは前記軽量球体8の頂部16近傍に係止筋2本を埋設、或いは貫通させてある。本発明の建造物構造体においては、予め係止筋7の一部を軽量球体8に埋設又は貫通させておくことにより、前記軽量球体8と前記係止筋7を一体として取り扱うことができるので。後述する格子状構造部材(図示略)に容易に架設することができるボイドユニット構成である。   FIG. 4 is a cross-sectional explanatory view in which a part of the locking muscle 7 is embedded or penetrated in the lightweight sphere 8. FIG. 4A shows an embedded portion 27 in which one locking bar 7 is embedded or penetrated in the vicinity of the top portion 16 of the lightweight sphere 8 using a solid body made of foamed resin, and FIG. 4B shows the top portion 16 of the lightweight sphere 8. Two locking bars are buried or penetrated in the vicinity. In the building structure of the present invention, the lightweight sphere 8 and the locking bar 7 can be handled as a unit by embedding or penetrating a part of the locking bar 7 in the lightweight sphere 8 in advance. . This is a void unit configuration that can be easily installed on a lattice-like structural member (not shown) to be described later.

図5は2本の係止筋7を軽量球体8に埋設部27で埋設又は貫通させ、巾止部材6により上下が連結された格子状構造部材5の上端筋3に架設させたボイドユニット2の平面説明図であり、図6は前記図5に示す(c)−(c)断面を示し、図7は前記図5に示す(d)-(d)断面説明図である。本発明の建造物構造体2において、図5及び図6、図7に示すように係止筋7は、図示しない型枠内にコンクリート材を流し入れたときに空間部15内から軽量球体8が浮き上がり、及びコンクリート材の流れによる移動することを抑えるために、少なくとも2本の係止筋7を上端筋3に架設させたボイドユニット構成である。   FIG. 5 shows a void unit 2 in which two locking bars 7 are embedded or penetrated in a lightweight sphere 8 by an embedded part 27 and are erected on the upper end bars 3 of a lattice-like structural member 5 whose upper and lower sides are connected by a width stop member 6. 6 is a sectional view taken along the line (c)-(c) shown in FIG. 5, and FIG. 7 is a sectional explanatory view taken along the line (d)-(d) shown in FIG. In the building structure 2 of the present invention, as shown in FIGS. 5, 6, and 7, the locking bars 7 are formed by the lightweight spheres 8 from the space 15 when the concrete material is poured into a mold (not shown). In order to suppress lifting and movement due to the flow of the concrete material, a void unit configuration in which at least two locking bars 7 are installed on the top bar 3 is provided.

続いて、図8は前記図6のボイドユニット2を形成する手順を示すボイドユニット2の断面説明図である。予め複数本の上端筋3と下端筋4を所定間隔だけ離して複数本の巾止部材6によって固定配置した格子状構造部材5を形成しておき、該格子状構造部材5に形成された空間部15に軽量球体8を1個ずつ順に配置して該軽量球体8を埋設部27で埋設又は貫通して係止する前記係止筋7により前記格子状構造部材5の上端筋3に架設して係止することができる。また、前記係止筋7は、図示しない型枠内にコンクリート材を流し入れたときに空間部15内からの軽量球体8の浮き上がり及びコンクリート材の流れによる移動を抑えるために、少なくとも2本の係止筋7が上端筋3に架設させたボイドユニット構成である。   8 is a cross-sectional explanatory view of the void unit 2 showing a procedure for forming the void unit 2 of FIG. A grid-like structural member 5 in which a plurality of upper end stripes 3 and a lower end stripe 4 are separated by a predetermined distance in advance and fixed by a plurality of width stop members 6 is formed in advance, and a space formed in the grid-like structural member 5 The lightweight spheres 8 are arranged one by one on the part 15 one by one, and the lightweight spheres 8 are laid on the upper end bars 3 of the lattice-like structural member 5 by the locking bars 7 embedded or passed through the embedded parts 27. Can be locked. In addition, the locking bar 7 has at least two engagement bars 7 in order to prevent the lightweight sphere 8 from being lifted from the space 15 and moving due to the flow of the concrete material when the concrete material is poured into a mold (not shown). This is a void unit configuration in which the pawl 7 is installed on the upper end bar 3.

続いて、第二実施例における軽量球体8を下方17から保持するために保持部材10,11を設けた状態について、図1及び図9から図23を参照しながら以下に説明する。   Subsequently, a state in which the holding members 10 and 11 are provided to hold the lightweight sphere 8 from the lower side 17 in the second embodiment will be described below with reference to FIGS. 1 and 9 to 23.

図1及び図9から図16に示す軽量球体8を下方17から保持する保持部材10は金属製または樹脂製であり両端に上端筋3と係止するフック部12を形成した剛性保持部材10であり、或いは図17から図23に示す保持部材11は可撓性を有した帯状または紐状で両端に上端筋3と係止する別体のフック部12を備えた帯状保持部材11a又は紐状保持部材11bである。これら保持部材10,11は軽量球体8の下方17に設けた係止溝20に嵌入又は接着固定、或いは保持部材10,11の一部を軽量球体8に埋設して該保持部材10,11により軽量球体8を保持したボイドユニット構成である。さらにこのボイドユニット2は軽量球体8の頂部16を係止する係止筋7と組み合わせることにより軽量球体8は下方17と頂部16の両面から係止したボイドユニット構成である。   A holding member 10 that holds the lightweight sphere 8 shown in FIGS. 1 and 9 to 16 from below 17 is a rigid holding member 10 that is made of metal or resin and has hook portions 12 that engage with the upper end muscle 3 at both ends. Alternatively, the holding member 11 shown in FIGS. 17 to 23 is a band-like holding member 11a or a string-like shape having a flexible band-like or string-like shape and having separate hook portions 12 that engage with the upper end muscle 3 at both ends. It is the holding member 11b. These holding members 10 and 11 are fitted or bonded and fixed in a locking groove 20 provided in the lower part 17 of the lightweight sphere 8, or a part of the holding members 10 and 11 is embedded in the lightweight sphere 8 and is held by the holding members 10 and 11. This is a void unit configuration that holds the lightweight sphere 8. Further, the void unit 2 has a void unit configuration in which the lightweight sphere 8 is engaged from both the lower portion 17 and the top portion 16 by combining with a locking bar 7 that engages the top portion 16 of the lightweight sphere 8.

図1は、それぞれが格子状に配置した上端筋3と、図示しない下端筋からなる格子状構造部材5を平行に配置し、その上下各格子状構造部材5を巾止部材6で連結するとともに、上端筋3と下端筋(図示略)によって碁盤目状に区画された空間部15内に発泡樹脂製中実体から成る複数の軽量球体8を縦横に配置させ、図9及び図10のように複数の軽量球体8の下方17を保持した剛性保持部材10を設け、この剛性保持部材10に形成するフック部12を上端筋3に引っ掛けて空間部15内に軽量球体8を配置するとともに、軽量球体8の頂部16近傍に設けた係止溝20に係止筋7を嵌入して前記上端筋3に係止させたボイドユニットであり図示しない、型枠内にコンクリート材を流し入れたときにその空間部15内から軽量球体8が浮き上ること、及びコンクリート材の流れによる移動を抑える前記係止筋7を上端筋3に架設させたボイドユニット構成である。   In FIG. 1, an upper end line 3 arranged in a lattice shape and a lattice structure member 5 composed of a lower end line (not shown) are arranged in parallel, and the upper and lower lattice structure members 5 are connected by a stop member 6. A plurality of lightweight spheres 8 made of a foamed resin solid body are arranged vertically and horizontally in a space 15 partitioned in a grid pattern by upper and lower stripes 3 and (not shown), as shown in FIGS. The rigid holding member 10 holding the lower portions 17 of the plurality of lightweight spheres 8 is provided, and the lightweight sphere 8 is disposed in the space portion 15 by hooking the hook portion 12 formed on the rigid holding member 10 to the upper end muscle 3, and the light weight sphere 8 is disposed. A void unit in which a locking bar 7 is inserted into a locking groove 20 provided in the vicinity of the top 16 of the sphere 8 and locked to the upper bar 3 and a concrete material (not shown) is poured into the mold. A lightweight sphere 8 from inside the space 15 That guests can, and a void unit configuration in which bridged the locking muscle 7 to suppress the movement due to the flow of the concrete material on the upper end muscle 3.

図9は図1における(a)-(a)断面に相当する位置を示しており、図10は図1における(b)-(b)断面に相当する位置を示している。また前記図2Aで示した軽量球体8の下方17に2箇所の係止溝20を平行に設けて2本の剛性保持部材10を嵌入して保持し、前記剛性保持部材10の両端に設けたフック部12を上端筋3に引っ掛けて係止して、さらに軽量球体8の頂部16には前記2本の剛性保持部材10と直行する1本の係止筋7が埋設され、該係止筋7により上端筋3に架設させて係止したボイドユニット2である。これにより前記軽量球体8は下方17側を平行する2本の剛性保持部材10によって保持されると共に、これと直行するように埋設した頂部16の係止筋7により3点支持されることで図示しない型枠内にコンクリート材を流し入れたときにその空間部15内から軽量球体8が浮き上ること、及びコンクリート材の流れによる移動を抑えるボイドユニット構成である。   9 shows a position corresponding to the cross section (a)-(a) in FIG. 1, and FIG. 10 shows a position corresponding to the cross section (b)-(b) in FIG. Also, two locking grooves 20 are provided in parallel to the lower portion 17 of the lightweight sphere 8 shown in FIG. 2A so as to fit and hold the two rigid holding members 10, and provided at both ends of the rigid holding member 10. The hook portion 12 is hooked and locked on the upper end muscle 3, and further, one locking bar 7 perpendicular to the two rigid holding members 10 is embedded in the top part 16 of the lightweight sphere 8. 7 is a void unit 2 that is installed and locked to the upper-end line 3. As a result, the lightweight sphere 8 is held by the two rigid holding members 10 parallel to the lower side 17 and is supported at three points by the locking bars 7 of the top 16 embedded so as to be perpendicular thereto. This is a void unit configuration that suppresses the movement of the lightweight sphere 8 from the space 15 and the movement of the concrete material when the concrete material is poured into the mold.

続いて、図11及び図12は軽量球体8の下方17に1本の剛性保持部10を埋設して保持し、軽量球体8の頂部16には前記剛性保持部材10と直行するように設けた2本の平行する係止筋7を埋設又は貫通することにより上端筋3に係止したボイドユニット構成である。   Subsequently, in FIGS. 11 and 12, one rigid holding portion 10 is embedded and held below the lightweight sphere 8, and the top portion 16 of the lightweight sphere 8 is provided so as to be orthogonal to the rigid holding member 10. This is a void unit configuration in which two parallel locking bars 7 are embedded or penetrated to lock the upper end bar 3.

また、図13から図14は軽量球体8の下方17に直行して設けた2箇所の係止溝20に2本の剛性保持部材10を嵌入して接着固定し、軽量球体8の頂部16には前記剛性保持部材10と直行するように設けた1本の係止筋7を係止溝に嵌入して接着固定することにより上端筋3に係止したボイドユニット構成である。   13 to FIG. 14, two rigid holding members 10 are fitted and fixed in two locking grooves 20 provided perpendicular to the lower part 17 of the lightweight sphere 8, and are fixed to the top 16 of the lightweight sphere 8. Is a void unit configuration in which one locking bar 7 provided so as to be orthogonal to the rigid holding member 10 is inserted into a locking groove and is fixedly bonded to the upper end bar 3.

続いて、図15は前記図13及び図14におけるボイドユニット2を形成する手順を示すボイドユニット2の断面説明図である。図において左側はこれから軽量球体8を取り付ける段階であり、中央は軽量球体8を取り付けて剛性保持部材10のフック部12が上端筋3に引っ掛かった状態、右側は係止筋7を嵌入して取り付けが完了した状態である。図によれば予め複数本の上端筋3と下端筋4を所定間隔だけ離して複数本の巾止部材6によって固定配置した格子状構造部材5を形成しておき、該格子状構造部材5に形成された空間部15に剛性保持部材10を接着した軽量球体8を1個ずつ順に配置して剛性保持部材10の両端のフック部12を上端筋3に引っ掛けて保持し、該軽量球体8の頂部16に係止筋7を嵌入すると共に前記格子状構造部材5の上端筋3に架設し、前記係止筋3の嵌入部25を接着固定して係止させたボイドユニット構成である。   Next, FIG. 15 is a cross-sectional explanatory view of the void unit 2 showing a procedure for forming the void unit 2 in FIGS. 13 and 14. In the figure, the left side is a stage where a lightweight sphere 8 is to be attached, the middle is a state in which the lightweight sphere 8 is attached and the hook portion 12 of the rigid holding member 10 is hooked on the upper end muscle 3, and the right side is attached by inserting the locking muscle 7. Is in a completed state. According to the figure, a lattice-like structural member 5 in which a plurality of upper end stripes 3 and a lower end stripe 4 are separated by a predetermined distance and fixed by a plurality of width stop members 6 is formed in advance. The lightweight spheres 8 each having the rigid holding member 10 bonded to the formed space portion 15 are sequentially arranged one by one, and the hook portions 12 at both ends of the rigid holding member 10 are hooked and held on the upper end muscle 3. This is a void unit configuration in which the locking bars 7 are fitted into the top part 16 and are installed on the upper end bars 3 of the lattice-like structural member 5 and the fitting parts 25 of the locking bars 3 are bonded and fixed.

図16は前記図13に示す平行した2本の保持部材10が4個連続した剛性保持部材10からなり、この剛性保持部材10に空間部15内の間隔に対応させて4個の軽量球体8を取り付けるとともに、上端筋3の間隔に応じた5個のフック部12を形成し、個々の軽量球体8は頂部16に係止筋3を埋設部27で埋設又は貫通させて係止したボイドユニット構成である。   FIG. 16 includes a rigid holding member 10 in which two parallel holding members 10 shown in FIG. 13 are connected, and four rigid spheres 8 corresponding to the space in the space 15 are arranged in the rigid holding member 10. Are attached, and five hook portions 12 corresponding to the interval between the upper end muscles 3 are formed. Each lightweight sphere 8 is a void unit in which the locking muscles 3 are embedded in or penetrated through the top portion 16 by the embedded portion 27. It is a configuration.

本発明の建造物構造体において、以上の図1及び図9から図16の係止方法はいずれも軽量球体8を剛性保持部材10と係止筋7により少なくとも3点以上で保持されて係止されることにより図示しない型枠内にコンクリート材を流し入れたときに空間部15内から軽量球体8が浮き上がること、及びコンクリート材の流れによる移動を抑えることができるボイドユニット構成である。   In the building structure of the present invention, all of the locking methods shown in FIGS. 1 and 9 to 16 hold the lightweight sphere 8 at least at three points or more by the rigid holding member 10 and the locking bars 7. As a result, the lightweight sphere 8 is lifted from the space 15 when a concrete material is poured into a mold (not shown), and the void unit is configured to suppress movement due to the flow of the concrete material.

続いて本発明の建造物構造体においては、図17から図23は軽量球体8を下方17から保持する保持部材11が可撓性保持部材11からなり帯状保持部材11a又は紐状保持部材11bで構成される。前記可撓性保持部材11の両端には上端筋3と係止する別体のフック部12を備えており前記保持部材11a,11bは何れも折りたたんでコンパクトに収納することが可能なボイドユニット構成とすることが可能である。   Subsequently, in the building structure of the present invention, in FIGS. 17 to 23, the holding member 11 for holding the lightweight sphere 8 from the lower side 17 is composed of the flexible holding member 11 and is a belt-like holding member 11a or a string-like holding member 11b. Composed. The flexible holding member 11 has a separate hook portion 12 that engages with the upper end muscle 3 at both ends, and the holding members 11a and 11b can be folded and stored in a compact unit. Is possible.

図17及び図18において可撓性保持部材11は帯状保持部材11aであり、軽量球体8の下方17に設けた係止溝20に帯状保持部材11aを1本嵌入し、さらに軽量球体8の頂部16には前記帯状保持部材11aと直行するように設けた係止筋7が2本平行に埋設されており、前記軽量球体8は下方17と頂部16の両面から係止したボイドユニット構成とすることが可能である。   17 and 18, the flexible holding member 11 is a belt-like holding member 11 a, and a single belt-like holding member 11 a is fitted into a locking groove 20 provided in a lower part 17 of the lightweight sphere 8, and the top of the lightweight sphere 8 is further inserted. In FIG. 16, two locking bars 7 provided so as to be orthogonal to the belt-like holding member 11 a are embedded in parallel, and the lightweight sphere 8 has a void unit configuration that is locked from both the lower side 17 and the top 16. It is possible.

本発明の建造物構造体において図19は、帯状保持部材11aを用いており軽量球体8の下方17には帯状保持部材11aが1本埋設して保持され、さらに軽量球体8の頂部16には前記保持部材11aと直行するように設けた係止溝20に係止筋7が1本嵌入されており、前記軽量球体8は幅広な帯状保持部材11aであることにより前記帯状保持部材11aの巾方向と、頂部16の係止筋7により略3点支持されたボイドユニット構成とすることが可能である。   In the building structure of the present invention, FIG. 19 uses a belt-like holding member 11 a, and a single belt-like holding member 11 a is embedded and held below the lightweight sphere 8. One locking bar 7 is inserted in a locking groove 20 provided so as to be orthogonal to the holding member 11a, and the lightweight sphere 8 is a wide band-shaped holding member 11a, so that the width of the band-shaped holding member 11a is increased. It is possible to adopt a void unit configuration in which approximately three points are supported by the direction and the locking bars 7 of the top portion 16.

続いて、図20は軽量球体8の下方17の2箇所に設けた係止溝20を設け、該係止溝20には2本の紐の両端にフック部を備えた紐状保持部材11bを嵌入し接着固定して軽量球体8を保持すると共に、軽量球体8の頂部16には前記紐状保持部材11bと直行するように設けた1本の係止筋7により上端筋3に係止したボイドユニット構成である。   Next, FIG. 20 is provided with a locking groove 20 provided at two locations 17 below the lightweight sphere 8, and the locking groove 20 has a string-like holding member 11 b having hook portions at both ends of two strings. The lightweight sphere 8 is held by inserting and fixing, and the top 16 of the lightweight sphere 8 is locked to the upper end muscle 3 by a single locking bar 7 provided so as to be orthogonal to the string-like holding member 11b. It is a void unit configuration.

続いて、図21は軽量球体8の下方17に紐状保持部材11bの一部を埋設して軽量球体8を保持すると共に、軽量球体8の頂部16には前記紐状保持部材11bと直行するように設けた1本の係止筋7により上端筋3に係止したボイドユニット構成である。   Next, FIG. 21 shows that a portion of the string-like holding member 11b is embedded below the light-weight sphere 8 to hold the light-weight sphere 8, and the top 16 of the light-weight sphere 8 is perpendicular to the string-like holding member 11b. This is a void unit configuration that is locked to the upper end line 3 by one locking line 7 that is provided as described above.

続いて、図22は図19におけるボイドユニット2を形成する手順を示すボイドユニット2の断面説明図である。図の中央と右側は帯状保持部材11aのフック部12により軽量球体8が上端筋3に架設されており、左側はこれから軽量球体8を架設する状態を示しており、3個の軽量球体8を1本で係止する長い係止筋7がこれから嵌入されようとしている。図では予め複数本の上端筋3と下端筋4を所定間隔だけ離して複数本の巾止部材6によって固定配置した格子状構造部材5を形成しておき、該格子状構造部材5に形成された空間部15に帯状保持部材11aを埋設した軽量球体8を1個ずつ順に配置して帯状保持部材11aの両端のフック部12を上端筋3に引っ掛けて保持し、該軽量球体8の頂部16に複数の軽量球体8を係止可能な長い係止筋7を嵌入すると共に前記格子状構造部材5の上端筋3に架設したボイドユニット構成とすることが可能である。   Next, FIG. 22 is a cross-sectional explanatory view of the void unit 2 showing a procedure for forming the void unit 2 in FIG. In the center and right side of the figure, the lightweight sphere 8 is installed on the upper end muscle 3 by the hook portion 12 of the belt-like holding member 11a, and the left side shows a state in which the lightweight sphere 8 will be installed from now on. A long locking bar 7 that locks by one is about to be inserted. In the figure, a lattice-like structural member 5 in which a plurality of upper end stripes 3 and a lower end stripe 4 are separated by a predetermined distance and fixed by a plurality of width stop members 6 is formed in advance, and the lattice-like structural member 5 is formed. The lightweight spheres 8 in which the belt-like holding members 11a are embedded in the space 15 are sequentially arranged one by one, and the hook portions 12 at both ends of the belt-like holding member 11a are hooked and held on the upper end muscle 3, and the top 16 of the lightweight sphere 8 is held. It is possible to adopt a void unit configuration in which a long locking bar 7 capable of locking a plurality of lightweight spheres 8 is inserted into the upper end bar 3 of the lattice-like structural member 5.

本発明の建造物構造体2においては、図23は4個連続した帯状保持部材11aであり、この保持部材11aに4個の軽量球体8を接着して取り付けるとともに、この帯状保持部材11aの両端にフック部12を備えており、前記フック部12の片端を上端筋3に引っ掛け、続いて格子状構造部材5に形成された空間部15に軽量球体8を配置することで4個の軽量球体を繋ぐ帯状保持部材11aの3箇所は上端筋3に引っ掛かり、最後に他方のフック部12を上端筋3に引っ掛けることにより、前記4個の軽量球体8を結ぶ帯状保持部材11aが各々3箇所の上端筋3に引っ掛かるフック部12を兼ねると共に両端のフック部12と合わせた5箇所で保持される。さらに前記軽量球体8は埋設された係止筋7により係止される。このように保持部材11aが連続した帯状可撓性保持部材11aなどの可撓性保持部材11aからなり、この保持部材11aに複数の軽量球体8を取り付けると共に、この可撓性保持部材11aの両端にフック部材12を備えたボイドユニット構成とすることが可能である。   In the building structure 2 of the present invention, FIG. 23 shows four continuous belt-like holding members 11a, and four lightweight spheres 8 are bonded and attached to the holding member 11a, and both ends of the belt-like holding member 11a are attached. The hook portion 12 is provided, and one end of the hook portion 12 is hooked on the upper end muscle 3, and then the four lightweight spheres are arranged by placing the lightweight spheres 8 in the space portions 15 formed in the lattice structure member 5. 3 portions of the belt-like holding member 11a for connecting the four lightweight spheres 8 are hooked on the upper end muscle 3 and finally the other hook portion 12 is hooked on the upper end muscle 3 so that the three belt-like holding members 11a for connecting the four lightweight spheres 8 are provided. It serves as a hook portion 12 hooked on the upper end muscle 3 and is held at five locations including the hook portions 12 at both ends. Further, the lightweight sphere 8 is locked by an embedded locking bar 7. The holding member 11a is composed of a flexible holding member 11a such as a continuous belt-like flexible holding member 11a. A plurality of lightweight spheres 8 are attached to the holding member 11a, and both ends of the flexible holding member 11a are attached. It is possible to adopt a void unit configuration in which the hook member 12 is provided.

以上により、本発明は、それぞれが格子状に配置した上端筋3と下端筋4からなる格子状構造部材5を平行に配置し、その上下各格子状構造部材5を巾止部材6で連結することにより立体的な格子状構造部材5を形成することが出来るとともに、上端筋3と下端筋4によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8が縦横に配置させ、列方向に並んだ前記空間部15の間隔に対応するように複数の軽量球体8を保持した係止筋7を設け、この係止筋7を上端筋3と連結して各軽量球体8を空間部15内に配置したことにより、立体的に形成された格子状構造部材5の上端筋3による格子状構造部材5の格子隙間から軽量球体8を立体的な格子状構造部材5の空間部15に挿入し、軽量球体8を保持した係止筋7を上端筋3と連結することにより3次元構造要素8である軽量球体8を簡単に係止することが出来る。また、巾止部材6で連結された立体的な格子状構造部5は堅牢であり該立体的な格子状構造部材5上に乗って軽量球体8を配置することが出来ることから、軽量球体8を保持した係止筋7を上端筋3と連結する作業を容易に行うことが出来る。さらに、簡単な構造であることによりコンクリート材31などの流動素材を流し込んでも、前記3次元構造要素である軽量球体8がコンクリート材の流れにより移動したり浮き上がったりすることを阻止され、所望位置に安定して位置させることが可能であり、強度分布のばらつきを抑えた複合建造物構造体を得ることができる。   As described above, according to the present invention, the lattice-like structural members 5 each having the upper and lower stripes 3 and 4 arranged in a lattice shape are arranged in parallel, and the upper and lower lattice-like structural members 5 are connected by the width stop members 6. As a result, a three-dimensional lattice-like structural member 5 can be formed, and it is made of a foamed resin solid body or a resin hollow material in a space portion 15 partitioned in a grid pattern by the upper and lower stripes 3 and 4. A plurality of lightweight spheres 8 are arranged vertically and horizontally, and locking bars 7 holding the plurality of lightweight spheres 8 are provided so as to correspond to the spaces between the space portions 15 arranged in the row direction. 3, each lightweight sphere 8 is arranged in the space 15, so that the lightweight sphere 8 is three-dimensionally formed from the lattice gap of the lattice-like structural member 5 by the upper end muscle 3 of the three-dimensionally formed lattice-like structural member 5. Inserted into the space 15 of the typical lattice-like structural member 5; Can easily lock the lighter spheres 8 is a three-dimensional structural element 8 by connecting Kakaritomesuji 7 holding the amount spheres 8 and upper muscle 3. Further, since the three-dimensional lattice-like structure portions 5 connected by the width stop members 6 are robust and the lightweight spheres 8 can be arranged on the three-dimensional lattice-like structure members 5, the lightweight spheres 8. It is possible to easily perform the operation of connecting the locking bar 7 holding the upper bar 3 with the upper bar 3. Furthermore, even if a fluid material such as the concrete material 31 is poured due to the simple structure, the lightweight sphere 8 that is the three-dimensional structural element is prevented from moving or floating due to the flow of the concrete material, so that the desired position is reached. It is possible to obtain a composite building structure that can be stably positioned and suppress variation in strength distribution.

また、本発明は、軽量球体8の頂部16近傍に係止溝20を形成し、この係止溝20内に係止筋7を嵌入又は接着固定して該係止筋7に各軽量球体8を保持したことにより、軽量球体8は、頂部16近傍に形成した係止溝20に後から前記係止筋7を嵌入することが出来ると共に、嵌入部を接着固定して該係止筋7に各軽量球体8を保持させることにより係止筋7と各軽量球体8を一体的に形成することが出来るので軽量球体8は係止筋7と一体に取り扱うことが出来るので簡単に上端筋3と連結することが出来る。   Further, according to the present invention, a locking groove 20 is formed in the vicinity of the top portion 16 of the lightweight sphere 8, and the locking muscle 7 is fitted or bonded and fixed in the locking groove 20 to each lightweight sphere 8. Since the lightweight sphere 8 can hold the locking bar 7 later in the locking groove 20 formed in the vicinity of the top 16, the lightweight ball 8 can be attached to the locking bar 7 by adhesively fixing the insertion part. By holding each lightweight sphere 8, the locking muscle 7 and each lightweight sphere 8 can be formed integrally, so that the lightweight sphere 8 can be handled integrally with the locking muscle 7, so Can be connected.

また、本発明は、軽量球体8に係止筋7の一部を埋設または貫通させて該係止筋7に各軽量球体8を保持したことにより、軽量球体8を形成する段階で係止筋7の一部を埋設して一体的に形成して保持させることが出来ると共に、軽量球体8に係止筋7の一部を貫通させて該係止筋7に各軽量球体8を保持させることなどにより係止筋7と各軽量球体8を一体的に形成することが出来るので軽量球体8は係止筋7と一体に取り扱うことが出来るので簡単に上端筋3と連結する作業を行うことが出来る。   Further, according to the present invention, a portion of the locking muscle 7 is embedded or penetrated in the lightweight sphere 8 and each lightweight sphere 8 is held in the locking muscle 7, so that the locking muscle is formed at the stage of forming the lightweight sphere 8. 7 can be embedded and integrally formed and held, and the lightweight sphere 8 can be caused to pass through a part of the locking muscle 7 to hold the lightweight sphere 8 in the locking muscle 7. Since the locking muscles 7 and the respective lightweight spheres 8 can be formed integrally with each other, the lightweight spheres 8 can be handled integrally with the locking muscles 7, so that the operation of easily connecting to the upper end muscle 3 can be performed. I can do it.

また本発明は、係止筋3は、空間部15内からの軽量球体8の浮き上がり及びコンクリート材の流れによる移動を抑えるために、少なくとも2本の係止筋7を上端筋3に架設させたことにより、軽量球体8は2本の係止筋3により安定した状態で上端筋3に架設させることが出来る。さらに軽量球体8に対して係止筋7を2本以上配置すれば、軽量球体8の上に作業者が乗っても軽量球体8は落下せず、軽量球体8が踏み抜かれる恐れはない。また、軽量球体8や係止筋の形状がシンプルなため嵩張らず現場への運搬と楊重、及び材料管理が簡単である。   Further, according to the present invention, the locking bars 3 are constructed such that at least two locking bars 7 are installed on the upper end bars 3 in order to suppress the lifting of the lightweight sphere 8 from the space 15 and the movement of the concrete material. Thus, the lightweight sphere 8 can be installed on the upper end muscle 3 in a stable state by the two locking bars 3. Furthermore, if two or more locking bars 7 are arranged with respect to the lightweight sphere 8, even if an operator gets on the lightweight sphere 8, the lightweight sphere 8 will not fall, and the lightweight sphere 8 will not be stepped out. Moreover, since the shape of the lightweight sphere 8 and the locking bar is simple, it is not bulky and is easy to transport and load on the site and to manage the material.

また本発明は、それぞれが格子状に配置した上端筋3と下端筋4からなる格子状構造部材5を平行に配置し、その上下各格子状構造部材5を巾止部材6で連結することにより立体的な格子状構造部材5を形成することが出来るとともに、上端筋3と下端筋4によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8が縦横に配置したボイドユニット2において、複数の軽量球体8の下方17を保持した保持部材10,11を設けたことにより、この保持部材10,11に形成するフック部12を上端筋3に引っ掛けて空間部15内に軽量球体8を簡単に配置することが出来ると共に、その空間部15内から軽量球体8の浮き上がり及びコンクリート材の流れによる移動を抑える係止筋7を上端筋3に架設させていることにより、軽量球体8は保持部材10,11と係止筋7により上端筋3に架設させることが出来るので上端筋3に強固で安定した架設を行うことが出来る。これにより下方から支えられた軽量球体8の上に作業者が乗っても軽量球体8は落下せず、軽量球体8が踏み抜かれる恐れはない。さらに、立体的な格子状構造部5の上に乗って軽量球体8を保持部材10,11に形成したフック部12で引っ掛けて配置することが出来ると共に、軽量球体8を保持した係止筋7を上端筋3と連結する作業を容易に精度よく行うことが出来るので格子状構造部材5は床面に限らず、壁面においても容易に組み立てを行うことが出来ると共に、強度分布のばらつきを抑えた複合建造物構造体を得ることができる。   In the present invention, the lattice-like structural members 5 each consisting of the upper and lower stripes 3 and 4 arranged in a lattice shape are arranged in parallel, and the upper and lower lattice-like structural members 5 are connected by the stop members 6. A three-dimensional grid-like structural member 5 can be formed, and a plurality of solid resin foam bodies or resin hollow materials are formed in a space 15 partitioned in a grid pattern by the upper and lower stripes 3 and 4. In the void unit 2 in which the lightweight spheres 8 are arranged vertically and horizontally, the holding members 10 and 11 that hold the lower portions 17 of the plurality of lightweight spheres 8 are provided, so that the hook portions 12 formed on the holding members 10 and 11 are connected to the upper end muscles. 3, the lightweight spheres 8 can be easily arranged in the space 15, and the locking bars 7 that suppress the lifting of the lightweight spheres 8 from the space 15 and the movement due to the flow of the concrete material are provided. Since the lightweight sphere 8 can be installed on the upper end muscle 3 by the holding members 10, 11 and the locking bars 7 by being installed on the end muscle 3, a strong and stable installation can be performed on the upper end muscle 3. . Thereby, even if an operator gets on the lightweight sphere 8 supported from the lower side, the lightweight sphere 8 does not fall, and there is no fear that the lightweight sphere 8 is stepped out. Further, the lightweight sphere 8 can be placed on the three-dimensional lattice-like structure portion 5 by being hooked by the hook portion 12 formed on the holding members 10 and 11, and the locking muscle 7 holding the lightweight sphere 8 can be provided. Can be easily and accurately connected to the upper end reinforcement 3, so that the lattice-like structural member 5 can be easily assembled not only on the floor surface but also on the wall surface, and variation in strength distribution is suppressed. A composite building structure can be obtained.

また本発明は、保持部材10,11は金属製または樹脂製であり両端に上端筋3と係止するフック部12を形成した剛性保持部材10であることにより軽量球体8を保持した保持部材10のフック部12の位置は固定され、上端筋3に前記フック部12で引っ掛けて配置する作業を容易に行うことが出来ると共に、保持部材10,11は可撓性を有した紐状または帯状で両端に上端筋3と係止する別体のフック部12を備えた可撓性保持部材11であることによりコンパクトに収納することが可能であり、保管や搬送におけるスペースは最小限に抑えながら、上端筋3に配置する場合はフック部12を引っ掛けて配置することが出来るので作業を容易に行うことが出来る。また、軽量球体8に設けた係止溝20内に保持部材11を嵌入して軽量球体8を保持したことにより軽量球体8は着脱容易に取り付けることが出来ると共に、軽量球体8に設けた係止溝20内に保持部材11を嵌入して軽量球体8を接着固定する、或いは保持部材11の一部を軽量球体8に埋設して該保持部材11に各軽量球体8を保持したことにより、軽量球体8は保持部材11と一体形成することが出来るので上端筋3に軽量球体8を配置するときはフック部12を引っ掛けて配置する作業を容易に行うことが出来るので効率的に作業を行うことが出来る。   Further, according to the present invention, the holding members 10 and 11 are made of metal or resin, and the holding member 10 holding the lightweight sphere 8 is formed by the rigid holding member 10 having hook portions 12 that are engaged with the upper end muscle 3 at both ends. The hook portion 12 is fixed in position, and can be easily placed by being hooked on the upper end muscle 3 by the hook portion 12, and the holding members 10, 11 are flexible string-like or belt-like. The flexible holding member 11 having a separate hook portion 12 that engages with the upper end muscle 3 at both ends can be compactly accommodated, while keeping the space for storage and transportation to a minimum, In the case of being arranged on the upper end line 3, the hook portion 12 can be hooked and arranged, so that the work can be easily performed. The lightweight sphere 8 can be easily attached and detached by inserting the holding member 11 in the locking groove 20 provided in the lightweight sphere 8 to hold the lightweight sphere 8, and the locking provided in the lightweight sphere 8. The lightweight spheres 8 are bonded and fixed by inserting the holding members 11 into the grooves 20, or the lightweight spheres 8 are partially embedded in the lightweight spheres 8 so that the lightweight spheres 8 are held by the holding members 11. Since the sphere 8 can be formed integrally with the holding member 11, when the lightweight sphere 8 is arranged on the upper end muscle 3, the operation of hooking the hook portion 12 can be easily performed and the operation can be efficiently performed. I can do it.

また本発明は、保持部材10,11が連続した剛性保持部材10からなり、この剛性保持部材10に空間部15内の間隔に対応させて複数の軽量球体8を取り付けるとともに、上端筋3の間隔に応じた複数のフック部12を形成したことにより、一回の取付け作業で複数の軽量球体8を複数の空間部15内に配置し、複数の上端筋3に複数のフック部12を一度に引っ掛けて係止することが出来るので作業を効率的に進めることが出来る。   In addition, the present invention includes a rigid holding member 10 in which holding members 10 and 11 are continuous. A plurality of lightweight spheres 8 are attached to the rigid holding member 10 in correspondence with the intervals in the space 15, and the intervals between the upper end muscles 3. By forming the plurality of hook portions 12 according to the above, a plurality of lightweight spheres 8 are arranged in the plurality of space portions 15 in a single mounting operation, and the plurality of hook portions 12 are arranged on the plurality of upper end muscles 3 at a time. Since it can be hooked and locked, work can be carried out efficiently.

また本発明は、保持部材10,11が連続した可撓性保持部材11からなり、この保持部材11に複数の軽量球体8を取り付けるとともに、この可撓性保持部材11の両端にフック部12を備えたことにより、一回の取付け作業で複数の軽量球体8を複数の空間部15内に配置し、両端のフック部12と複数の軽量球体8を繋ぐ可撓性保持部材11とにより複数の上端筋3に引っ掛けて係止することが出来る。   Further, the present invention includes a flexible holding member 11 in which holding members 10 and 11 are continuous. A plurality of lightweight spheres 8 are attached to the holding member 11, and hook portions 12 are attached to both ends of the flexible holding member 11. By providing, a plurality of lightweight spheres 8 are arranged in the plurality of space portions 15 in a single mounting operation, and a plurality of hooks 12 at both ends and the flexible holding members 11 that connect the plurality of lightweight spheres 8 are used. It can be hooked on the top muscle 3 and locked.

本発明は、それぞれが格子状に配置した上端筋3と下端筋4からなる格子状構造部材5を平行に配置し、その上下各格子状構造部材5を巾止部材6で連結することにより予め上下の格子状構造部材5を巾止部材6で連結して立体を成した格子状構造部材5を形成してから軽量球体8を配置することが出来るので格子状に組まれた上端筋3の上に乗って配置作業を行うことが出来ると共に、前記立体を成した格子状構造部材5の形成作業と、軽量球体8を配置する作業は分けて行うことができるので作業は簡単で熟練を必要としない。   In the present invention, a grid-like structural member 5 composed of upper and lower stripes 3 and 4 arranged in a grid pattern is arranged in parallel, and the upper and lower grid-like structural members 5 are connected by a retaining member 6 in advance. Since the upper and lower lattice-like structural members 5 are connected by the width stop members 6 to form the three-dimensional lattice-like structural member 5, the lightweight spheres 8 can be arranged, so that the upper end muscles 3 assembled in a lattice shape can be formed. The placement work can be performed on the top, and the work for forming the three-dimensional lattice-like structural member 5 and the work for placing the lightweight sphere 8 can be performed separately, so the work is simple and requires skill. And not.

また本発明は、上端筋3と下端筋4によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8は1体の球体であり、形状がシンプルなため製作が容易で軽量球体8の費用とこれを形成するための金型費は安価である。また、シンプルな形状により大きさは任意に製作することが可能で、軽量球体8は大きさ別に複数の種類を安価で用意することが出来、複数種のボイドユニット2を備えることが容易であり、これと共に格子状構造部材5を配筋するピッチも任意に設定することが出来る。   Further, in the present invention, the plurality of lightweight spheres 8 made of a foamed resin solid body or a resin hollow material in the space 15 partitioned in a grid pattern by the upper end muscle 3 and the lower end muscle 4 are one sphere, Since the shape is simple, the manufacture is easy and the cost of the lightweight sphere 8 and the mold cost for forming it are low. In addition, the size can be arbitrarily produced by a simple shape, and a plurality of types of lightweight spheres 8 can be prepared at low cost according to the size, and it is easy to provide a plurality of types of void units 2. In addition, the pitch for arranging the lattice-like structural member 5 can be arbitrarily set.

また本発明は、碁盤目状に区画された空間部15内に複数の軽量球体8を縦横に配置したボイドユニット2において、列方向に並んだ前記空間部15の間隔に対応するように複数の軽量球体8を保持した係止筋7を設け、この係止筋7を上端筋3と連結して各軽量球体8を空間部15内に配置したことにより、立体的に形成された格子状構造部材5の上端筋3による格子状構造部材5の格子隙間から軽量球体8を立体的な格子状構造部材5の空間部15に挿入し、軽量球体8を保持した係止筋7を上端筋3と連結することが出来るので格子状構造部材5は床面に限らず、壁面においても容易に精度よく組み立てを行うことが出来る。   Further, in the void unit 2 in which a plurality of lightweight spheres 8 are arranged vertically and horizontally in a space 15 partitioned in a grid pattern, the present invention provides a plurality of spaces corresponding to the spaces between the spaces 15 arranged in the column direction. A lattice-like structure formed in a three-dimensional manner by providing a locking bar 7 that holds the lightweight sphere 8, connecting the locking bar 7 to the upper end bar 3, and disposing each lightweight sphere 8 in the space 15. The lightweight sphere 8 is inserted into the space 15 of the three-dimensional lattice-like structural member 5 from the lattice gap of the lattice-like structural member 5 by the upper end muscle 3 of the member 5, and the locking muscle 7 holding the lightweight sphere 8 is connected to the upper-end muscle 3. The lattice-like structural member 5 can be easily and accurately assembled not only on the floor surface but also on the wall surface.

本発明の建造物構造体2を用いた複合建造物構造は、上記のボイドユニット構成から成るボイドユニット2と、これを一体的に埋設した現場施工コンクリート版、プレキャストコンクリート版、壁または床スラブであるコンクリート材からなる中空コンクリート版である。これにより、本発明の中空コンクリート版は、上記のいずれかのボイドユニット構成と、これを一体的に埋設したコンクリート材からなることにより、組立作業が簡単で、且つ上端筋3と下端筋4によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8が縦横に配置したボイドユニット2をコンクリート材により一体的に埋設した軽量で強固なプレキャストコンクリート版、壁面スラブの施工、または床スラブの中空コンクリート版とすることが出来る。   A composite building structure using the building structure 2 of the present invention is composed of a void unit 2 having the above-described void unit configuration, and a site construction concrete plate, precast concrete plate, wall or floor slab in which this is integrally embedded. It is a hollow concrete plate made of a certain concrete material. Accordingly, the hollow concrete plate of the present invention is composed of any one of the void unit configurations described above and a concrete material in which the hollow unit plate is integrally embedded. Lightweight and strong, in which a void unit 2 in which a plurality of lightweight spheres 8 made of a foamed resin solid body or a resin hollow material are arranged vertically and horizontally in a space 15 partitioned in a grid pattern is embedded integrally with a concrete material. Precast concrete slab, wall slab construction, or floor slab hollow concrete slab.

本発明の中空コンクリート版によれば、この中空コンクリート版は、前述のボイドユニット構成と、これを一体的に埋設したコンクリート材からなることにより、組立作業が簡単で、且つ上端筋3と下端筋4によって碁盤目状に区画された空間部15内に発泡樹脂製中実体または樹脂製中空材から成る複数の軽量球体8が縦横に配置したボイドユニット8を一体的に埋設したコンクリート材による軽量で強固な中空コンクリート版とすることが出来るので中空コンクリート版工法の簡略化を実現すると共に、施工工数の削減による低コスト化を実現することが出来る。さらに施工途中に設計変更などにより中空コンクリート版の施工面積を削減するような場合でもコンクリート材で埋設する前であれば軽量球体を1個ずつ簡単に除去することが出来る。   According to the hollow concrete plate of the present invention, the hollow concrete plate is composed of the above-described void unit structure and a concrete material in which the hollow unit plate is integrally embedded. 4 is lightweight by a concrete material in which a void unit 8 in which a plurality of lightweight spheres 8 made of a foamed resin solid body or a resin hollow material are arranged vertically and horizontally is embedded in a space 15 partitioned in a grid pattern by 4. Since a solid hollow concrete plate can be obtained, the hollow concrete plate method can be simplified and the cost can be reduced by reducing the number of construction steps. Further, even when the construction area of the hollow concrete plate is reduced by changing the design during construction, the lightweight spheres can be easily removed one by one before being embedded with the concrete material.

さらに軽量球体8を格子状構造部材5と一体的に組み立ててボイドユニット構成としたことにより配置精度が容易に得られることから高い精度が要求される壁面施工も可能であり、浮力が大きくなる厚いスラブにも適用が可能となる。また、設計値通りのスラブ強度、遮音性、断熱性が得られると共に騒音の低下と省エネに効果を発揮し、集合住宅、ホテル、学校、立体駐車場など、床からの騒音や床の衝撃音を著しく改善することが出来る。   Furthermore, since the lightweight sphere 8 is assembled integrally with the lattice-like structural member 5 to form a void unit structure, the placement accuracy can be easily obtained, so that wall construction requiring high accuracy is possible, and the buoyancy increases. Applicable to slabs. In addition, slab strength, sound insulation, and heat insulation as designed are obtained, and it is effective in reducing noise and saving energy. Noise from floors and floor impact sounds such as housing complexes, hotels, schools, and multi-story car parks. Can be significantly improved.

また、本発明の中空コンクリート版は、ボイドユニット構成を用いたことにより組立作業が簡単で且つ軽量で強固な現場施工コンクリート版とすることが出来ると共に、組立作業が簡単で且つ軽量で強固なプレキャストコンクリート版とすることも出来ると共に、組立作業が簡単で且つ軽量で強固な壁スラブ、または床スラブとすることが出来る。   In addition, the hollow concrete plate of the present invention can be made into a concrete construction plate that is easy to assemble, lightweight and strong by using a void unit structure, and is easy to assemble and lightweight and strong. It can be a concrete plate, and can be a wall slab or floor slab that is easy to assemble and lightweight and strong.

また、本発明の中空コンクリート版は、前記立体を成した格子状構造部材5の形成作業と、軽量球体8を配置する作業と、コンクリート材を流し込んで固化させる作業は分けて行うことができるので作業は簡単であり熟練を必要としない。   Further, in the hollow concrete plate of the present invention, the work for forming the three-dimensional lattice-like structural member 5, the work for placing the lightweight spheres 8, and the work for pouring and solidifying the concrete material can be performed separately. The work is simple and does not require skill.

また、本発明の建造物の施工方法は、型枠に略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、次に、格子状に配置された空間部の上端部には所定間隔で略平行に配置された複数本の係止筋によって係止された3次元構造要素を上端筋に架設して建造物構造体を形成し、又は、保持部材によって下方から保持された3次元構造要素を該複数の格子状の空間部に配置して架設し、さらに、係止筋によって3次元構造要素を係止して建造物構造体を形成し、これら建造物構造体にコンクリート等の3次元構造要素とは異なった流動性素材を流し込んで固化させるものである。   In the construction method of the present invention, the plurality of upper and lower bars arranged substantially in parallel to the formwork are fixedly arranged by a plurality of width stop members spaced apart by a predetermined distance in the vertical direction. The upper and lower stripes of the book are arranged so as to be substantially perpendicular to each other to form a plurality of lattice-like space portions between them, and then the upper end portions of the space portions arranged in a lattice shape A three-dimensional structural element locked by a plurality of locking bars arranged substantially in parallel at intervals is erected on the top bar to form a building structure, or three-dimensionally held from below by a holding member The structural elements are arranged and installed in the plurality of lattice-shaped spaces, and further, the three-dimensional structural elements are locked by the locking bars to form building structures. It is made of a fluid material that is different from the 3D structural element. That.

以上、本実施例を詳述したが、本発明は、前記実施例に限定されるものではなく、本発明の要旨の範囲内で種々の変形実施が可能である。例えば、3次元構造要素8は中実又は中空の軽量球体8に限らず木片や紙などの軽量物、或いは金属や石材のような重量物など、コンクリート材など3次元構造要素とは異なった流動性素材に埋設可能な状態であればよく、また、3次元構造要素8の形状も複合建造物構造体における強度や加工性を配慮して変更するなど前記実施例に限定されるものではなく、適宜選定すればよい。   As mentioned above, although the present Example was explained in full detail, this invention is not limited to the said Example, A various deformation | transformation implementation is possible within the range of the summary of this invention. For example, the three-dimensional structural element 8 is not limited to a solid or hollow lightweight sphere 8, and is different in flow from a three-dimensional structural element such as a concrete material such as a lightweight object such as a piece of wood or paper, or a heavy object such as metal or stone. It is only necessary to be in a state where it can be embedded in a property material, and the shape of the three-dimensional structural element 8 is not limited to the above-described embodiment, such as changing in consideration of strength and workability in the composite structure. What is necessary is just to select suitably.

本発明の第二実施例における軽量球体を係止筋1本と剛性保持部材2本を共に嵌入して保持したボイドユニットの概略構成を示す平面説明図である。It is a plane explanatory view showing a schematic structure of a void unit in which a lightweight sphere in a second embodiment of the present invention is held by fitting together one locking bar and two rigid holding members. 本発明の第一実施例における軽量球体と係止筋の嵌入係止構造を示す説明図である。It is explanatory drawing which shows the insertion locking structure of the lightweight sphere and the locking bar in the 1st Example of this invention. 本発明における軽量球体と係止筋の接着係止構造を示す説明図である。It is explanatory drawing which shows the adhesion locking structure of the lightweight sphere and locking muscle in this invention. 本発明における軽量球体に係止筋の一部を埋設又は貫通させた係止構造を示す説明図である。It is explanatory drawing which shows the latching structure which embed | buried or penetrated a part of latching muscle in the lightweight sphere in this invention. 本発明の第一実施例における2本の係止筋を埋設した軽量球体を上端筋に架設して係止したボイドユニットの概略構成を示す平面説明図である。It is plane explanatory drawing which shows schematic structure of the void unit which constructed | assembled the lightweight sphere which embed | buried two locking bars in the 1st Example of this invention on the upper end bar, and was locked. 本発明における図5に示すボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit shown in FIG. 5 in this invention. 本発明における図5に示すボイドユニットの別断面を示す説明図である。It is explanatory drawing which shows another cross section of the void unit shown in FIG. 5 in this invention. 本発明における図5に示すボイドユニットを形成する手順を示す断面説明図である。FIG. 6 is a cross-sectional explanatory view showing a procedure for forming the void unit shown in FIG. 5 in the present invention. 本発明の第二実施例における剛性保持部材2本を嵌入し、係止筋1本を埋設又は貫通させたボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which inserted 2 rigidity holding members in the 2nd Example of this invention, and embed | buried or penetrated 1 locking bar | burr. 本発明における図9に示すボイドユニットの別断面を示す説明図である。It is explanatory drawing which shows another cross section of the void unit shown in FIG. 9 in this invention. 本発明の第二実施例における剛性保持部材1本を埋設し、係止筋2本を埋設したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which embed | buried one rigid holding member in the 2nd Example of this invention, and embed | buried two locking bars. 本発明における図11に示すボイドユニットの別断面を示す説明図である。It is explanatory drawing which shows another cross section of the void unit shown in FIG. 11 in this invention. 本発明の第二実施例における剛性保持部材2本を直行して接着し、係止筋1本を接着したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which adhere | attached the rigid holding member in 2nd Example of this invention in a straight line, adhere | attached, and adhere | attached one locking bar | burr. 本発明における図13に示すボイドユニットの別断面を示す説明図である。It is explanatory drawing which shows another cross section of the void unit shown in FIG. 13 in this invention. 本発明における図13に示すボイドユニットを形成する手順を示す断面説明図である。FIG. 14 is a cross-sectional explanatory view showing a procedure for forming the void unit shown in FIG. 13 in the present invention. 本発明の第二実施例における連続した剛性保持部材2本を嵌入し、係止筋1本を埋設したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which inserted 2 continuous rigid holding members in the 2nd Example of this invention, and embed | buried 1 locking bar | burr. 本発明の第二実施例における帯状の可撓性保持部材1本を嵌入し、係止筋2本を埋設したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which inserted one strip | belt-shaped flexible holding member in the 2nd Example of this invention, and embed | buried two locking bars. 本発明における図17に示すボイドユニットの別断面を示す説明図である。It is explanatory drawing which shows another cross section of the void unit shown in FIG. 17 in this invention. 本発明の第二実施例における帯状の可撓性保持部材1本を埋設し、係止筋1本を嵌入したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which embed | buried one strip | belt-shaped flexible holding member in the 2nd Example of this invention, and fitted one locking | strengthening bar | burr. 本発明の第二実施例における2本の紐状からなる可撓性保持部材1本を接着し、係止筋1本を嵌入したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which adhere | attached the flexible holding member which consists of two string shapes in the 2nd Example of this invention, and fitted one locking | strengthening bar | burr. 本発明の第二実施例における2本の紐状からなる可撓性保持部材1本を埋設し、係止筋1本を嵌入したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which embed | buried one flexible holding member which consists of two string shape in the 2nd Example of this invention, and fitted one locking | strengthening bar | burr. 本発明における図19に示すボイドユニットを形成する手順を示す断面説明図である。FIG. 20 is an explanatory cross-sectional view showing a procedure for forming the void unit shown in FIG. 19 in the present invention. 本発明の第二実施例における帯状の可撓性保持部材1本を接着し、係止筋1本を埋設したボイドユニットの断面を示す説明図である。It is explanatory drawing which shows the cross section of the void unit which adhere | attached the strip | belt-shaped flexible holding member in 2nd Example of this invention, and embed | buried one locking | strengthening bar | burr.

符号の説明Explanation of symbols

2 ボイドユニット(建造物構造体)
3 上端筋
4 下端筋
5 格子状構造部材
6 巾止筋
7 係止筋
8 軽量球体(3次元構造要素)
10 剛性保持部材(保持部材)
11 可撓性保持部材(保持部材)
15 空間部
17 下方
2 Void unit (building structure)
3 Upper end bars 4 Lower end bars 5 Lattice-like structural members 6 Drawstring bars 7 Locking bars 8 Light weight sphere
10 Rigidity holding member (holding member)
11 Flexible holding member (holding member)
15 Space 17 Down

Claims (8)

略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、前記格子状に配置された空間部の上端部には複数本の係止筋を所定間隔で略平行に配置し、該係止筋によって前記3次元構造要素を係止するようにしたことを特徴とする建造物構造体。   A plurality of upper and lower stripes arranged substantially in parallel are spaced apart by a predetermined distance and fixed by a plurality of width stop members so that the plurality of upper and lower stripes are substantially perpendicular to each other. Arranged to form a plurality of lattice-like spaces between them, a three-dimensional structural element is arranged in the plurality of lattice-like spaces, and at the upper end of the space-like arrangement of the spaces 2. A building structure characterized in that a plurality of locking bars are arranged substantially in parallel at predetermined intervals, and the three-dimensional structural element is locked by the locking bars. 略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は下方から保持部材によって保持されるように構成し、該保持部材は前記平行に配置された上端筋の隣接する各上端筋に係止されて前記3次元構造要素を保持するようにしたことを特徴とする建造物構造体。   A plurality of upper and lower end bars arranged substantially in parallel are spaced apart from each other by a predetermined distance and fixed by a plurality of width stop members so that the plurality of upper and lower end bars are substantially perpendicular to each other. Arranged to form a plurality of lattice-like space portions therebetween, and a three-dimensional structural element is arranged in the plurality of lattice-like space portions, and the three-dimensional structural element is held by a holding member from below. The building structure is configured as described above, and the holding member is held by the upper end bars adjacent to the upper end bars arranged in parallel to hold the three-dimensional structural element. 略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにしたことを特徴とする建造物構造体。   A plurality of upper and lower stripes arranged substantially in parallel are spaced apart by a predetermined distance and fixed by a plurality of width stop members so that the plurality of upper and lower stripes are substantially perpendicular to each other. The three-dimensional structural element is arranged to form a plurality of lattice-shaped space portions therebetween, and a three-dimensional structural element is disposed in the plurality of lattice-shaped space portions, A building structure which is locked by a reinforcing bar and is held from below by the holding member according to claim 2. 前記3次元構造要素は、軽量材質の中実体または中空体であることを特徴とする請求項1、請求項2又は請求項3記載の建造物構造体。   The building structure according to claim 1, 2, or 3, wherein the three-dimensional structural element is a solid body or a hollow body of a lightweight material. 前記3次元構造要素は、金属製或いは石材等の重量物の中実体または中空体であることを特徴とする請求項1、請求項2又は請求項3記載の建造物構造体。   The building structure according to claim 1, wherein the three-dimensional structural element is a solid body or a hollow body of a heavy object made of metal or stone. 前記上端筋と下端筋は、それぞれ複数の略直行した筋で構成された格子状構造であることを特徴とする上記請求項の内の1の請求項記載の建造物構造体。   The building structure according to claim 1, wherein each of the upper end bars and the lower end bars has a lattice-like structure including a plurality of substantially perpendicular bars. 略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、該複数の格子状の空間部には3次元構造要素が配置され、該3次元構造要素は、請求項1記載の前記係止筋によって係止され、さらに請求項2記載の前記保持部材によって下方から保持されるようにした建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させたことを特徴とする複合建造物構造。   A plurality of upper and lower stripes arranged substantially in parallel are spaced apart by a predetermined distance and fixed by a plurality of width stop members so that the plurality of upper and lower stripes are substantially perpendicular to each other. The three-dimensional structural element is arranged to form a plurality of lattice-shaped space portions therebetween, and a three-dimensional structural element is disposed in the plurality of lattice-shaped space portions, A flowable material different from the three-dimensional structural element such as concrete is poured into a building structure that is locked by a reinforcing bar and is held from below by the holding member according to claim 2, and is solidified. A composite building structure characterized by that. 型枠に略平行に配置された複数本の上端筋と下端筋を上下に所定距離だけ離して複数本の巾止部材によって固定配置し、該複数本の上端筋と下端筋はそれぞれが略直行するように配置されてそれらの間に複数の格子状の空間部を形成し、次に請求項1記載の前記係止筋によって係止された前記3次元構造要素を前記上端筋に架設して建造物構造体を形成し、又は請求項2記載の前記保持部材によって下方から保持された前記3次元構造要素を前記該複数の格子状の空間部に配置して架設してさらに請求項1記載の前記係止筋によって前記3次元構造要素を係止して建造物構造体を形成し、これら建造物構造体にコンクリート等の前記3次元構造要素とは異なった流動性素材を流し込んで固化させることを特徴とする建造物の施工方法。
A plurality of top and bottom bars arranged substantially parallel to the formwork are fixedly arranged by a plurality of width stop members separated by a predetermined distance in the vertical direction, and each of the plurality of top and bottom bars is substantially perpendicular to each other. A plurality of lattice-like spaces are formed between the three-dimensional structural elements, and the three-dimensional structural elements locked by the locking bars according to claim 1 are installed on the upper end bars. The building structure is formed, or the three-dimensional structural element held from below by the holding member according to claim 2 is arranged and installed in the plurality of lattice-like space portions. The three-dimensional structural elements are locked by the locking bars to form building structures, and a fluid material different from the three-dimensional structural elements such as concrete is poured into the building structures and solidified. The construction method of the building characterized by this.
JP2004275671A 2004-09-22 2004-09-22 Building structure body, building structure using the same, and method of constructing building Pending JP2006089994A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
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JP2009215788A (en) * 2008-03-11 2009-09-24 Kumagai Gumi Co Ltd Floor slab
JP2012225773A (en) * 2011-04-20 2012-11-15 Yazaki Corp Float
JP2017507259A (en) * 2013-07-02 2017-03-16 グロッツ−ベッケルト・カーゲー Method for manufacturing concrete member, prefabricated structural element for concrete member, and concrete member
CN109826349A (en) * 2019-01-24 2019-05-31 北京定荣家科技有限公司 A kind of construction method that light steel villa pea gravel concreten layer pours
US20210131100A1 (en) * 2017-03-07 2021-05-06 Nxt Ip Pty Ltd Building system
CN114673298A (en) * 2022-04-24 2022-06-28 张泽 Light framework and construction method for manufacturing partition board by using light framework
WO2022187943A1 (en) * 2021-03-08 2022-09-15 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009215788A (en) * 2008-03-11 2009-09-24 Kumagai Gumi Co Ltd Floor slab
JP2012225773A (en) * 2011-04-20 2012-11-15 Yazaki Corp Float
JP2017507259A (en) * 2013-07-02 2017-03-16 グロッツ−ベッケルト・カーゲー Method for manufacturing concrete member, prefabricated structural element for concrete member, and concrete member
US10227777B2 (en) 2013-07-02 2019-03-12 Groz-Beckert Kg Method for producing a concrete component, prefabricated structural element of a concrete component, and concrete component
US20210131100A1 (en) * 2017-03-07 2021-05-06 Nxt Ip Pty Ltd Building system
CN109826349A (en) * 2019-01-24 2019-05-31 北京定荣家科技有限公司 A kind of construction method that light steel villa pea gravel concreten layer pours
WO2022187943A1 (en) * 2021-03-08 2022-09-15 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports
US11566423B2 (en) 2021-03-08 2023-01-31 Plascon Plastics Corporation Lattice of hollow bodies with reinforcement member supports
CN114673298A (en) * 2022-04-24 2022-06-28 张泽 Light framework and construction method for manufacturing partition board by using light framework

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