JP3011707B1 - Architectural floor structural materials - Google Patents
Architectural floor structural materialsInfo
- Publication number
- JP3011707B1 JP3011707B1 JP34507498A JP34507498A JP3011707B1 JP 3011707 B1 JP3011707 B1 JP 3011707B1 JP 34507498 A JP34507498 A JP 34507498A JP 34507498 A JP34507498 A JP 34507498A JP 3011707 B1 JP3011707 B1 JP 3011707B1
- Authority
- JP
- Japan
- Prior art keywords
- substrate
- dimensional
- dimensional corrugated
- floor structural
- corrugated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
【要約】
【課題】 製作が容易でコストを安くできるようにし
た建築用床構造材を提供する。
【解決手段】 上面に複数の凸条部2が互いに一定間隔
で平行に条設された基板1と、1本の鉄筋を屈曲して立
体的な波形状に形成され、前記基板1上の隣合う両凸条
部2,2間に形成された凹条部3に沿って配設される立
体波形筋5とからなり、立体波形筋5は、その左右両側
下端部に、前記隣合う両凸条部2,2の対向する側壁と
基板1上面とのコーナー部Kに係止される複数の係止部
6を備えている。Abstract: PROBLEM TO BE SOLVED: To provide an architectural floor structural material which can be manufactured easily and at low cost. SOLUTION: A substrate 1 in which a plurality of ridges 2 are provided on an upper surface in parallel at a predetermined interval from each other, and a single reinforcing bar is bent to form a three-dimensional wave shape, and the adjacent one on the substrate 1 is formed. And a three-dimensional corrugated line 5 disposed along the concave ridge portion 3 formed between the matching two convex ridge portions 2, 2. A plurality of locking portions 6 are provided which are locked to corner portions K between the side walls of the strips 2 and 2 facing each other and the upper surface of the substrate 1.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、コンクリート建築
物において、梁間に架設してその上にコンクリートを打
設してコンクリートスラブを形成する際に使用される建
築用床構造材に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structural material for a building, which is used when a concrete building is erected between beams and concrete is cast thereon to form a concrete slab.
【0002】[0002]
【従来の技術】従来この種の建築用床構造材として、例
えば特開平10−169065号公報に記載されたもの
がある。この建築用床構造材は、基板上に立体トラスを
配設してなるものであって、立体トラスは、上主鉄筋を
頂点として、2つの平面波形筋を二等辺三角形状に並列
させて、上主鉄筋と両平面波形筋の上縁部とを互いに固
着することによって形成され、各平面波形筋は1本の鉄
筋を屈曲して平面波形状に形成したものである。2. Description of the Related Art Conventionally, as this type of building floor structural material, there is, for example, a material described in JP-A-10-169065. This building floor structural material is one in which a three-dimensional truss is arranged on a substrate, and the three-dimensional truss is formed by arranging two plane corrugated bars in an isosceles triangular shape with the upper main reinforcing bar as a vertex, The upper main reinforcing bar and the upper edges of the two plane corrugated bars are fixed to each other, and each planar corrugated bar is formed by bending one reinforcing bar into a plane corrugated shape.
【0003】[0003]
【発明が解決しようとする課題】上記従来の建築用床構
造材では、立体トラスを製作するのに、上主鉄筋と2つ
の平面波形筋とを、上主鉄筋を頂点とする二等辺三角形
状に組み付けて互いに固着するようにしているため、そ
の製作にあたって両平面波形筋の対向角度を一定に保持
しておく必要があるなど、製作に非常な手間がかかり、
コストが高くついてきた。また従来の建築用床構造材で
は、基板の下面側がほとんど平坦状に形成されているた
め、基板に対して天井板取付用金具を簡単に取り付ける
ことができなかった。In the above-mentioned conventional building floor structural material, in order to manufacture a three-dimensional truss, an upper main reinforcing bar and two planar corrugated reinforcing bars are formed in an isosceles triangular shape having the upper main reinforcing bar as a vertex. It takes a lot of time and effort to manufacture, as it is necessary to keep the opposite angle of the two plane corrugations stably in the manufacture,
The cost was high. Moreover, in the conventional building floor structural material, the lower surface side of the substrate is formed almost flat, so that the ceiling plate mounting bracket cannot be easily attached to the substrate.
【0004】本発明は、上記に鑑みてなされたもので、
製作が容易でコストを安くできるようにした建築用床構
造材を提供することを目的とする。また、本発明の目的
は、基板の下面側に天井板取付用金具を簡単に取り付け
ることができるようにした建築用床構造材を提供するこ
とである。[0004] The present invention has been made in view of the above,
An object of the present invention is to provide an architectural floor structural material which can be easily manufactured and can be manufactured at low cost. It is another object of the present invention to provide a building floor structural material capable of easily attaching a ceiling plate mounting bracket to a lower surface side of a substrate.
【0005】[0005]
【課題を解決するための手段】請求項1に係る発明の建
築用床構造材は、上面に複数の凸条部2が互いに一定間
隔で平行に条設された基板1と、1本の鉄筋を屈曲して
立体的な波形状に形成された立体波形筋であって、この
2つの立体波形筋5,5′を両立体波形筋5,5′の頂
部5a,5a′どうしがクロスして重なり合うように組
み合せ、この組合せ立体波形筋5,5′を前記凹条部3
に沿って配設してなる2つの立体波形筋5,5′と、か
らなり、これらの立体波形筋5,5′は、夫々その左右
両側下端部に、前記隣合う両凸条部2,2の対向する側
壁と基板1上面とのコーナー部Kに係止される複数の係
止部6を備えてなることを特徴とする。According to a first aspect of the present invention, there is provided an architectural floor structural material comprising: a substrate having a plurality of ridges provided on an upper surface thereof in parallel at a predetermined interval; Is a three- dimensional waveform formed by bending a three-dimensional wavy shape.
Two three-dimensional corrugations 5,5 '
Set so that the parts 5a and 5a 'cross each other and overlap
And the combined three-dimensional corrugated lines 5, 5 '
Two three-dimensional corrugated lines 5, 5 'arranged along
These three-dimensional corrugated stripes 5 and 5 ′ are locked at the lower ends on both left and right sides thereof at corners K between the opposing side walls of the adjacent ridges 2 and 2 and the upper surface of the substrate 1. It is characterized by comprising a plurality of locking portions 6.
【0006】請求項2は、請求項1に記載の建築用床構
造材において、基板1の下面には、基板1上面の各凸条
部2によって凹溝条4が形成され、この凹溝条4は、溝
開口部4aの幅が溝内部4bの幅より狭くなっているこ
とを特徴とする。According to a second aspect of the present invention, in the building floor structure material according to the first aspect, a concave groove 4 is formed on the lower surface of the substrate 1 by each of the convex portions 2 on the upper surface of the substrate 1. No. 4 is characterized in that the width of the groove opening 4a is smaller than the width of the groove inside 4b.
【0007】請求項3は、請求項1または2に記載の建
築用床構造材において、前記立体波形筋5,5′には、
その頂部5a,5a′に長さ方向に沿った主縦筋7が固
着されると共に、左右両側下部に長さ方向に沿った補助
縦筋8,8が固着されてなることを特徴とする。A third aspect of the present invention is the floor structural material for building according to the first or second aspect, wherein the three-dimensional corrugated reinforcing strips 5, 5 'are provided with:
A main longitudinal streak 7 along the length direction is fixed to the tops 5a, 5a ', and auxiliary longitudinal streaks 8, 8 along the length direction are fixed to lower portions on both left and right sides.
【0008】請求項4は、請求項3に記載の建築用床構
造材において、主横筋9が前記主縦筋7と直交するよう
に配設されると共に、補助横筋10が前記補助縦筋8と
直交するように配設されてなることを特徴とする。According to a fourth aspect of the present invention, in the floor structural material for building according to the third aspect, the main horizontal streaks 9 are disposed so as to be orthogonal to the main vertical streaks 7, and the auxiliary horizontal streaks 10 are connected to the auxiliary vertical streaks 8. It is characterized by being arranged so as to be orthogonal to.
【0009】[0009]
【発明の実施の形態】図1は本発明に係る建築用床構造
材の外観斜視図、図2は図1のX−X線拡大断面図、図
3は同建築用床構造材の拡大平面図である。これらの図
において、1は鉄板製の基板で、この基板1の上面には
複数の凸条部2が互いに一定間隔で平行に条設されてお
り、隣合う凸条部2,2間に凹条部3が形成される。各
凸条部2は、基板1の下面側に開口する凹溝条4を形成
し、この凹溝条4は、図2に示すように溝開口部4aの
幅が溝内部4bの幅よりも狭くなっている。5,5′
は、夫々1本の鉄筋を屈曲して立体的な波形状に形成さ
れた立体波形筋で、基板1上の凹条部3に沿って配設さ
れている。1 is an external perspective view of a floor structure material for construction according to the present invention, FIG. 2 is an enlarged sectional view taken along line XX of FIG. 1, and FIG. 3 is an enlarged plan view of the floor structure material for construction. FIG. In these figures, reference numeral 1 denotes an iron plate substrate on which a plurality of ridges 2 are provided in parallel on a top surface of the substrate 1 at regular intervals, and a recess is provided between adjacent ridges 2. A ridge 3 is formed. Each protruding ridge 2 forms a concave groove 4 which opens on the lower surface side of the substrate 1, and the width of the groove opening 4a is larger than the width of the groove inside 4b as shown in FIG. It is getting smaller. 5,5 '
Are three-dimensional corrugated bars formed by bending one reinforcing bar to form a three-dimensional wavy shape, and are arranged along the concave stripes 3 on the substrate 1.
【0010】立体波形筋5,5′は、図1〜図3及び図
4に示すように、正面視が山形又は逆V字形で平面視及
び側面視が山形波形状に形成されたもので、この立体波
形筋5,5′の左右両側下端部には、隣合う両凸条部
2,2の対向する側壁と基板1上面との凹溝状のコーナ
ー部Kに係止される平面視略U字状の係止部6,6′が
一定ピッチで形成されている。As shown in FIGS. 1 to 3 and 4, the three-dimensional waveform stripes 5 and 5 'are formed in a mountain shape or an inverted V-shape in a front view and in a mountain shape in a plan view and a side view. The lower ends of the left and right sides of the three-dimensional corrugated stripes 5 and 5 ′ are substantially locked in a concave groove-shaped corner K between the opposing side walls of the adjacent ridges 2 and 2 and the upper surface of the substrate 1. U-shaped locking portions 6, 6 'are formed at a constant pitch.
【0011】この立体波形筋5,5′を基板1上に取付
け固定するには、隣合う凸条部2,2間の凹条部3に立
体波形筋5,5′の下部を挿入すると共に、左右両側の
係止部6を隣合う両凸条部2,2の対向する側壁と基板
1上面との凹溝状コーナー部Kに係止させて、基板1と
の接触部に溶接を施せばよい。この場合、立体波形筋
5,5′の左右両側の係止部6,6′の先端間距離が対
向するコーナー部K,Kの間隔幅より若干長くなるよう
に製作しておいて、立体波形筋5,5′の各係止部6,
6′をコーナー部Kに対し適当な圧力で弾性係合させ、
この状態で溶接を行うようにする。In order to attach and fix the three-dimensional corrugated lines 5, 5 'on the substrate 1, the lower portions of the three-dimensional corrugated lines 5, 5' are inserted into the concave ridges 3 between the adjacent convex ridges 2, 2. Then, the locking portions 6 on the left and right sides are locked to the concave corner portions K between the opposing side walls of the adjacent ridges 2, 2 and the upper surface of the substrate 1, and the contact portion with the substrate 1 is welded. I just need. In this case, the three-dimensional waveforms 5 and 5 'are manufactured so that the distance between the tips of the locking portions 6 and 6' on the left and right sides is slightly longer than the interval between the opposed corners K and K. Each locking part 6, of the streaks 5, 5 '
6 'is elastically engaged with the corner portion K with an appropriate pressure,
Welding is performed in this state.
【0012】さらに詳細に説明すると、2つの立体波形
筋5,5′を両立体波形筋5,5′の頂部5a,5a′
どうしがクロスして重なり合うように組み合せ、この組
合せ立体波形筋5,5′を基板1の前記凹条部3に沿っ
て配設することにより構成され、図2から分かるよう
に、基板1上に接地した状態で一方の立体波形筋5にお
ける各頂部5aの高さが他方の立体波形筋5′における
各頂部5a′の高さよりも鉄筋1本の直径分だけ低くな
るように形成してある。しかして、両立体波形筋5,
5′を互いに長さ方向に波形の1ピッチ分ずらした状態
で互いに組み合わせながら、両立体波形筋5,5′の頂
部5a,5a′どうしをクロスさせて上下に重ね合わ
せ、そのクロス部分を溶接して固着し、こうして組み付
けた両立体波形筋5,5′の下端部を基板1の凹条部3
に挿入して、係止部6,6′を夫々コーナー部Kに係止
させ、基板1との接触部に溶接を施す。More specifically, the two three-dimensional waveform bars 5, 5 'are connected to the top portions 5a, 5a' of the two three-dimensional waveform bars 5, 5 '.
The two-dimensional corrugations 5, 5 'are arranged along the concave stripes 3 of the substrate 1 so as to be overlapped with each other so as to cross each other. As can be seen from FIG. In the grounded state, the height of each apex 5a of one three-dimensional corrugated muscle 5 is formed to be lower than the height of each apex 5a 'of the other three-dimensional corrugated muscle 5' by the diameter of one reinforcing bar. Then, both three-dimensional waveform streaks 5,
The tops 5a, 5a 'of the three-dimensional corrugated strips 5, 5' are crossed and overlapped one above the other while the 5's are shifted from each other by one pitch of the waveform in the length direction, and the cross portion is welded. Then, the lower ends of the two-dimensional corrugated lines 5, 5 'assembled in this way are
And the locking portions 6 and 6 ′ are locked to the corner portions K, respectively, and the contact portions with the substrate 1 are welded.
【0013】また、この組合せ立体波形筋5,5′には
その一方の立体波形筋5′の頂部5a′に、長さ方向に
沿った主縦筋7を固着すると共に、両立体波形筋5,
5′の左右両側下部に、長さ方向に沿った補助縦筋8,
8を配置して溶接により固着し、各主縦筋7上には、主
縦筋7相互を連結する主横筋9を主縦筋7と直交するよ
うに配置して溶接により固着し、また各補助縦筋8上に
は、補助縦筋8相互を連結する補助横筋10を補助縦筋
8と直交するように配置して溶接により固着する。[0013] A main longitudinal streak 7 extending in the longitudinal direction is fixed to the top 5a 'of one of the three-dimensional corrugated lines 5' and 5 '. ,
At the lower left and right sides of 5 ′, auxiliary longitudinal streaks 8 along the length direction,
8 are arranged and fixed by welding. On each main longitudinal line 7, a main transverse line 9 connecting the main longitudinal lines 7 is arranged so as to be orthogonal to the main longitudinal line 7 and fixed by welding. On the auxiliary vertical streaks 8, auxiliary horizontal streaks 10 connecting the auxiliary vertical streaks 8 are arranged so as to be orthogonal to the auxiliary vertical streaks 8 and fixed by welding.
【0014】上記のような組合せ立体波形筋5,5′に
よれば、1つの立体波形筋5の場合に比べて強度の倍増
を図ることができ、製作も比較的容易である。また、こ
の組合せ立体波形筋5,5′に主縦筋7、補助縦筋8、
主横筋9及び補助横筋10を配設することによって、よ
り大きな強度を有する建築用床構造材を提供することが
できる。According to the combined three-dimensional waveform streaks 5, 5 'as described above, the strength can be doubled as compared with the case of one three-dimensional waveform streak 5, and the manufacture is relatively easy. In addition, the main vertical line 7, the auxiliary vertical line 8,
By arranging the main horizontal streaks 9 and the auxiliary horizontal streaks 10, it is possible to provide an architectural floor structural material having higher strength.
【0015】上記のような構成を有する建築用床構造材
は、工場等において、立体波形筋5,5′を基板1に固
着すると共に、立体波形筋5,5′と主縦筋7と補助縦
筋8と主横筋9と補助横筋10とを相互に固着して、構
造材全体を一体に組み立ててもよいが、そうすると構造
材全体の重量が重くなり、現場への搬送が困難となるこ
とから、基板1、立体波形筋5,5′、主縦筋7、補助
縦筋8、主横筋9及び補助横筋10を夫々単独で施工現
場まで搬送して、その現場で組み立てるようにするとよ
い。The floor structural material for construction having the above-mentioned structure is formed by fixing the three-dimensional corrugated lines 5, 5 'to the substrate 1 in a factory or the like, and the three-dimensional corrugated lines 5, 5', the main vertical line 7, and the auxiliary members. The vertical streaks 8, the main horizontal streaks 9 and the auxiliary horizontal streaks 10 may be fixed to each other to assemble the entire structural material integrally. However, doing so increases the weight of the entire structural material, making it difficult to transport it to the site. Therefore, the substrate 1, the three-dimensional corrugated lines 5, 5 ', the main vertical streaks 7, the auxiliary vertical streaks 8, the main horizontal streaks 9, and the auxiliary horizontal streaks 10 may be individually transported to a construction site, and assembled at the site.
【0016】また、この建築用床構造材の波形筋5,
5′は、立体波形状に形成されていると共に、その左右
両側下端部に、基板1上で隣合う両凸条部2,2の対向
する側壁と基板1上面とのコーナー部K,Kに係止され
る複数の係止部6,6′が設けられていて、安定状態で
自立できる構造となっているため、立体波形筋5,5′
を基板1上に取り付けるあたっては、隣合う両凸条部
2,2間の凹条部3に立体波形筋5,5′の下端部を挿
入して、係止部6,6′をコーナー部Kに係止させるだ
けでよく、従って位置決めが簡単となり、立体波形筋
5,5′の取付作業を容易且つ迅速に行え、特に現場組
立を行う場合に有効である。また、立体波形筋5,5′
は、夫々1本の鉄筋を屈曲して立体的な波形状に形成さ
れるものであるから、2本以上の鉄筋を用いて形成され
る立体波形筋と比べて製作が容易である。Further, the corrugated reinforcement 5, 5
5 'is formed in a three-dimensional wave shape, and is provided at the lower end portions on both left and right sides thereof at corner portions K, K between the opposing side walls of the adjacent ridges 2, 2 adjacent on the substrate 1 and the upper surface of the substrate 1. Since a plurality of locking portions 6 and 6 'to be locked are provided and the structure is such that it can be self-supported in a stable state, the three-dimensional waveform streaks 5, 5'
When mounting on the substrate 1, the lower ends of the three-dimensional corrugated lines 5, 5 ′ are inserted into the concave ridges 3 between the adjacent convex ridges 2, 2 and the locking portions 6, 6 ′ are cornered. It suffices only to lock the portion K, so that the positioning becomes simple, the work of attaching the three-dimensional corrugated lines 5, 5 'can be performed easily and quickly, and this is particularly effective when assembling on site. In addition, three-dimensional waveform stripes 5, 5 '
Are formed in a three-dimensional corrugated shape by bending one reinforcing bar, respectively, and are easier to manufacture than three-dimensional corrugated bars formed using two or more reinforcing bars.
【0017】また、この建築用床構造材では、基板1上
面に条設された各凸条部2は、基板1の下面側に開口す
る凹溝条4を形成し、この凹溝条4は、溝開口部4aの
幅が溝内部4bの幅よりも狭くなっていることから、隣
合う両凸条部2,2の対向する側壁と基板1上面とのコ
ーナー部Kが凹溝状となり、従って立体波形筋5,5′
の係止部6,6′はこの凹溝状のコーナー部Kに係止さ
れることによって、基板1に対する立体波形筋5,5′
の取付状態が一層安定し、位置決めが容易となる上に、
溶接箇所も少なくて済む。In this construction floor structural material, each protruding ridge 2 provided on the upper surface of the substrate 1 forms a concave groove 4 opening to the lower surface side of the substrate 1, and the concave groove 4 is Since the width of the groove opening 4a is smaller than the width of the groove inside 4b, the corner K between the opposing side walls of the adjacent ridges 2 and 2 and the upper surface of the substrate 1 becomes concave. Therefore, the three-dimensional waveform lines 5, 5 '
Of the three-dimensional corrugation 5, 5 'to the substrate 1
In addition to being more stable in mounting and making positioning easier,
Fewer welds are required.
【0018】上記のようにして組み立てられた建築用床
構造材の使用方法は、図2に示す通りであり、従来の建
築用床構造材と同様、梁材11に支承させて設置した
後、コンクリートを打設してスラブを形成する。図中の
仮想線12は、現場で打設されて形成されたコンクリー
トスラブの上面を示す。そして、このコンクリートスラ
ブを床スラブとして、これに天井板13を取り付ける場
合には、図2に示すように、基板1上面の凸条部2によ
って基板1下面に開口形成される凹溝条4に、周知構造
の天井板取付用金具14の上端部を係入させ、この取付
金具14に吊りボルト15を螺入し、吊りボルト15の
下端部にハンガー16を取り付け、このハンガー16に
より野縁受け17を支持し、この野縁受け17に野縁1
8を取り付け、この野縁18に天井板13を取り付ける
ようにする。The method of using the building floor structural material assembled as described above is as shown in FIG. 2. Like the conventional building floor structural material, the building floor structural material is supported by the beam 11 and installed. The slab is formed by casting concrete. An imaginary line 12 in the figure indicates the upper surface of a concrete slab cast and formed on site. When the concrete slab is used as a floor slab and the ceiling plate 13 is attached to the floor slab, as shown in FIG. The upper end of the ceiling plate mounting bracket 14 having a well-known structure is engaged, a hanging bolt 15 is screwed into the mounting bracket 14, a hanger 16 is attached to the lower end of the hanging bolt 15, and the hanger 16 17 is supported by the field support 17
8, and the ceiling plate 13 is attached to the edge 18.
【0019】上記天井板取付用金具14は、金属帯板を
略上向きコ字状に折曲すると共に、その上部側に両くの
字状挟持板部14a,14aを形成し、このくの字状挟
持板部14a,14aの上端部には基板1の凹溝条4に
係合する両係合爪部14b,14bを形成し、底板部1
4cにねじ孔14dを設けてなるもので、底板部14c
のねじ孔14dより螺入した吊りボルト15を両くの字
状挟持板部14a,14a間に割り込ませることによ
り、両係合爪部14b,14bを押し広げて基板1の凹
溝条4内に圧接し、これによって天井吊りボルト取付金
具14を基板1に取り付けるようにしている。The ceiling plate mounting bracket 14 is formed by bending a metal strip in a substantially upward U-shape, and forming two-sided holding plates 14a, 14a on its upper side. At the upper end portions of the holding plate portions 14a, 14a are formed two engaging claws 14b, 14b for engaging with the concave grooves 4 of the substrate 1, and the bottom plate portion 1
4c is provided with a screw hole 14d.
By inserting a suspension bolt 15 screwed in from the screw hole 14d between the two U-shaped sandwiching plate portions 14a, 14a, the both engaging claw portions 14b, 14b are pushed open and the inside of the concave groove 4 of the substrate 1 is formed. , So that the ceiling hanging bolt mounting bracket 14 is attached to the substrate 1.
【0020】基板1の凹溝条4、即ち溝開口部4aの幅
が溝内部4bの幅よりも狭くなっている凹溝条4には、
上記のような構造の天井板取付用金具14に限らず、こ
の凹溝条4に係合可能な係合部材を有するものであれ
ば、どのような構造の天井板取付用金具でも取り付ける
ことができる。The groove 4 of the substrate 1, that is, the groove 4 in which the width of the groove opening 4a is smaller than the width of the groove inside 4b,
It is not limited to the ceiling plate mounting bracket 14 having the above-described structure, and any ceiling plate mounting bracket having any structure can be used as long as it has an engaging member capable of engaging with the concave groove 4. it can.
【0021】図5は、基板1、組合せ立体波形筋5,
5′、主縦筋7、補助縦筋8、主横筋9及び補助横筋1
0からなる建築用床構造材において、主縦筋7の下方部
に下縦筋19を配設したもので、建築用床構造材の強度
を更に高めることができる。図5において20は、主縦
筋7と下縦筋19とを連結する連結筋である。FIG. 5 shows a substrate 1, a combined three-dimensional waveform 5,
5 ', main longitudinal line 7, auxiliary vertical line 8, main horizontal line 9, and auxiliary horizontal line 1
In the construction floor structural material made of zero, the lower longitudinal reinforcement 19 is provided below the main longitudinal reinforcement 7, so that the strength of the construction floor structural material can be further increased. In FIG. 5, reference numeral 20 denotes a connecting bar connecting the main vertical bar 7 and the lower vertical bar 19.
【0022】以上の実施形態では、組合せ立体波形筋
5,5′に主縦筋7、補助縦筋8、主横筋9、補助横筋
10,更には下縦筋19を配設した建築用床構造材につ
いて説明したが、主縦筋7、補助縦筋8、主横筋9、補
助横筋10及び下縦筋19を省略し、基板1上に組合せ
立体波形筋5,5′を配設しただけのものでもよいし、
また基板1上に組合せ立体波形筋5,5′に主縦筋7と
補助縦筋8とを配設したものでもよい。In the above-described embodiment, a floor structure for building is provided in which the main vertical bars 7, the auxiliary vertical bars 8, the main horizontal bars 9, the auxiliary horizontal bars 10, and the lower vertical bars 19 are arranged in the combined three-dimensional corrugated bars 5, 5 '. Although the material has been described, the main vertical streaks 7, the auxiliary vertical streaks 8, the main horizontal streaks 9, the auxiliary horizontal streaks 10, and the lower vertical streaks 19 are omitted, and only the combined three-dimensional waveform streaks 5, 5 'are disposed on the substrate 1. Can be something,
Further, the main vertical line 7 and the auxiliary vertical line 8 may be arranged on the substrate 1 in combination three-dimensional waveform lines 5, 5 '.
【0023】[0023]
【発明の効果】請求項1に係る発明の建築用床構造材に
よれば、波形筋が立体波形状に形成されていると共に、
この立体波形筋の左右両側下端部に、基板上で隣合う両
凸条部の対向する側壁と基板上面とのコーナー部に係止
される複数の係止部が設けられていて、基板上に安定状
態で自立できる構造となっているから、立体波形筋を基
板上面に取り付けるあたっては、隣合う両凸条部間の凹
条部に立体波形筋の下端部を挿入して、係止部を上記コ
ーナー部に係止させるだけでよく、従って位置決めが簡
単となり、立体波形筋の取付作業を容易且つ迅速に行う
ことができ、特に現場組立を行う場合に有効である。ま
た、立体波形筋は、1本の鉄筋を屈曲して立体的な波形
状に形成されるものであるから、2本以上の鉄筋を用い
て形成される立体波形筋に比べ、製作が容易でコストの
低廉化を図ることができる。According to the floor structural material for construction according to the first aspect of the present invention, the corrugated line is formed in a three-dimensional wave shape,
At the lower ends on the left and right sides of the three-dimensional corrugated stitch, a plurality of locking portions are provided which are locked to the corners between the opposing side walls of the adjacent ridges on the substrate and the upper surface of the substrate. Because it has a structure that can stand alone in a stable state, when attaching the three-dimensional corrugated streaks to the upper surface of the substrate, insert the lower end of the three-dimensional corrugated streaks into the concave streak between the adjacent ridges and lock It is only necessary to lock the three-dimensional corrugations at the corners, so that the positioning can be simplified, the work of attaching the three-dimensional corrugated streaks can be performed easily and quickly, and this is particularly effective when assembling on site. In addition, since the three-dimensional corrugated bar is formed by bending one rebar and forming a three-dimensional corrugated shape, it is easier to manufacture than a three-dimensional corrugated bar formed by using two or more rebars. Cost can be reduced.
【0024】また請求項1に記載のように、2つの立体
波形筋を両立体波形筋の頂部どうしがクロスして重なり
合うように組み合せ、この組合せ立体波形筋を前記凹条
部に沿って配設してなる建築用床構造材であるため、2
つの立体波形筋の組合せ構造によって、基板上に1つの
立体波形筋を配設した建築用床構造材に比べて強度の倍
増を図ることができ、また製作も比較的容易である。[0024] As described in the first aspect, the two-dimensional corrugated muscles are combined so that the tops of the three-dimensional corrugated muscles cross each other and overlap each other, and the combined three-dimensional corrugated muscles are arranged along the concave streak. 2
By the combination structure of three three-dimensional corrugated bars, the strength can be doubled as compared with a building floor structural material in which one three-dimensional corrugated bar is arranged on a substrate, and the production is relatively easy.
【0025】請求項2に記載のように、基板上面の各凸
条部によって基板の下面に形成される凹溝条は、溝開口
幅が溝内部の幅より狭くなっているから、この凹溝条を
利用することによって、天井板取付用金具を簡単に取り
付けることができ、天井板の取付作業を容易に行うこと
ができる。According to the second aspect of the present invention, the concave groove formed on the lower surface of the substrate by the respective convex ridges on the upper surface of the substrate has a groove opening width smaller than the inner width of the groove. By using the strip, the ceiling plate mounting bracket can be easily mounted, and the mounting operation of the ceiling plate can be easily performed.
【0026】請求項3に記載のように、立体波形筋の頂
部に長さ方向に沿った主縦筋を固着すると共に、この立
体波形筋の左右両側下部に長さ方向に沿った補助縦筋を
固着することによって、建築用床構造材の強度を高める
ことができる。According to a third aspect of the present invention, a main longitudinal streak along the length direction is fixed to the top of the three-dimensional corrugated streaks, and auxiliary longitudinal streaks along the length direction are provided at the lower left and right sides of the three-dimensional corrugated streaks. By fixing, the strength of the building floor structure material can be increased.
【0027】請求項4に記載のように、主横筋を前記主
縦筋と直交するように配設すると共に、補助横筋を前記
補助縦筋と直交するように配設することによって、建築
用床構造材の強度を一層高めることができる。According to a fourth aspect of the present invention, a main horizontal streak is arranged so as to be orthogonal to the main longitudinal streak, and an auxiliary horizontal streak is arranged so as to be orthogonal to the auxiliary longitudinal streak. The strength of the structural material can be further increased.
【図面の簡単な説明】[Brief description of the drawings]
【図1】 本発明に係る建築用床構造材を示す外観斜視
図である。FIG. 1 is an external perspective view showing a building floor structural material according to the present invention.
【図2】 図1のX−X線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line XX of FIG.
【図3】 同建築用床構造材の拡大平面図である。FIG. 3 is an enlarged plan view of the building floor structure material.
【図4】 組み合せ立体波形筋と、これに配設される主
縦筋、補助縦筋、主横筋及び補助横筋を示す斜視図であ
る。FIG. 4 is a perspective view showing a combined three-dimensional corrugated muscle, and a main longitudinal muscle, an auxiliary longitudinal muscle, a main horizontal muscle, and an auxiliary horizontal muscle arranged thereon.
【図5】 組合せ立体波形筋において主縦筋の下方部に
下縦筋を配設した建築用床構造材の断面図である。FIG. 5 is a cross-sectional view of a floor structural material for construction in which a lower longitudinal bar is disposed below a main longitudinal bar in a combined three-dimensional corrugated bar.
1 基板 2 凸条部 3 凹条部 4 凹溝条 5 立体波形筋 5′ 立体波形筋 5a 立体波形筋5の頂部 5a′ 立体波形筋5′の頂部 6 立体波形筋5の係止部 6′ 立体波形筋5′の係止部 7 主縦筋 8 補助縦筋 9 主横筋 10 補助横筋 DESCRIPTION OF SYMBOLS 1 Substrate 2 Convex ridge 3 Concave ridge 4 Concave groove 5 Three-dimensional corrugation 5 'Three-dimensional corrugation 5a Top of three-dimensional corrugation 5 5a' Top of three-dimensional corrugation 5 '6 Locking part of three-dimensional corrugation 5 Locking part of three-dimensional corrugated bar 5 '7 Main longitudinal bar 8 Auxiliary vertical bar 9 Main horizontal bar 10 Auxiliary horizontal bar
Claims (4)
平行に条設された基板と、1本の鉄筋を屈曲して立体的
な波形状に形成された立体波形筋であって、この2つの
立体波形筋を両立体波形筋の頂部どうしがクロスして重
なり合うように組み合せ、この組み合せ立体波形筋を前
記凹状部に沿って配設してなる2つの立体波形筋と、か
らなり、これらの立体波形筋は、夫々その左右両側下端
部に、前記隣合う両凸条部の対向する側壁と基板上面と
のコーナー部に係止される複数の係止部を備えてなるこ
とを特徴とする建築用床構造材。1. A substrate having a plurality of ridges provided on an upper surface thereof in parallel with each other at regular intervals, and a three-dimensional corrugated bar formed by bending one reinforcing bar into a three-dimensional corrugated shape , These two
The three-dimensional corrugated muscle crosses the top of both three-dimensional corrugated muscles
Combine them so that they match each other.
Two three-dimensional corrugated bars arranged along the concave portion,
These three-dimensional corrugated stitches are provided with a plurality of locking portions at the lower end portions on both left and right sides thereof , which are locked at corner portions between the opposing side walls of the adjacent ridges and the upper surface of the substrate. An architectural floor structural material characterized by that:
よって凹溝条が形成され、この凹溝条は、溝開口部の幅
が溝内部の幅より狭くなっていることを特徴とする請求
項1に記載の建築用床構造材。2. A concave groove is formed on the lower surface of the substrate by each convex line on the upper surface of the substrate, and the width of the groove opening is smaller than the inner width of the groove. The building floor structural material according to claim 1, wherein:
向に沿った主縦筋が固着されると共に、左右両側下部に
長さ方向に沿った補助縦筋が固着されてなることを特徴
とする請求項1または2に記載の建築用床構造材。3. The three-dimensional corrugated streaks have a main longitudinal streak fixed along the longitudinal direction at the top thereof, and auxiliary longitudinal streaks along the longitudinal direction fixed at lower portions on both left and right sides. The building floor structural material according to claim 1 or 2, wherein
設されると共に、補助横筋が前記補助縦筋と直交するよ
うに配設されてなることを特徴とする請求項3に記載の
建築用床構造材。4. The apparatus according to claim 3, wherein a main horizontal streak is disposed so as to be orthogonal to the main longitudinal streak, and an auxiliary horizontal streak is disposed so as to be orthogonal to the auxiliary longitudinal streak. Floor structural materials for construction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34507498A JP3011707B1 (en) | 1998-12-04 | 1998-12-04 | Architectural floor structural materials |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34507498A JP3011707B1 (en) | 1998-12-04 | 1998-12-04 | Architectural floor structural materials |
Publications (2)
Publication Number | Publication Date |
---|---|
JP3011707B1 true JP3011707B1 (en) | 2000-02-21 |
JP2000170303A JP2000170303A (en) | 2000-06-20 |
Family
ID=18374115
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34507498A Expired - Fee Related JP3011707B1 (en) | 1998-12-04 | 1998-12-04 | Architectural floor structural materials |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3011707B1 (en) |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5287816A (en) * | 1976-01-16 | 1977-07-22 | Obayashi Gumi Kk | Structure material of floor block |
JPS61186649A (en) * | 1985-02-14 | 1986-08-20 | 鉄建建設株式会社 | Mold frame of reinforced concrete floor panel |
JPH10205041A (en) * | 1997-01-25 | 1998-08-04 | Kanegafuchi Chem Ind Co Ltd | Component of floor, etc. |
-
1998
- 1998-12-04 JP JP34507498A patent/JP3011707B1/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
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JP2000170303A (en) | 2000-06-20 |
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