JPH0673215U - Void steel pipe with surface ribs - Google Patents

Void steel pipe with surface ribs

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Publication number
JPH0673215U
JPH0673215U JP1950493U JP1950493U JPH0673215U JP H0673215 U JPH0673215 U JP H0673215U JP 1950493 U JP1950493 U JP 1950493U JP 1950493 U JP1950493 U JP 1950493U JP H0673215 U JPH0673215 U JP H0673215U
Authority
JP
Japan
Prior art keywords
void
steel pipe
slab
ribs
pipe
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.)
Pending
Application number
JP1950493U
Other languages
Japanese (ja)
Inventor
久 宮武
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP1950493U priority Critical patent/JPH0673215U/en
Publication of JPH0673215U publication Critical patent/JPH0673215U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 ボイド鋼管の剛性及びコンクリートとの付着
力を高め、ボイドスラブ等の中空部分の形成及び補強用
構造材として、ボイドスラブ等の施工性とともに施工精
度、信頼性を向上した表面リブ付きボイド鋼管を提供す
るにある。 【構成】 ボイドスラブ7内に間隔を置き平行に埋設さ
れるボイド管において、厚肉に形成した中空鋼管1,1
1の外周側に軸線方向やスパイラル方向あるいは周方向
に指向せしめて形成したリブ2,12群を配設したこと
に特徴を有する。
(57) [Summary] [Purpose] The rigidity of void steel pipes and the adhesion to concrete have been increased, and the construction accuracy and reliability have been improved along with the workability of void slabs as a structural material for forming and reinforcing hollow parts such as void slabs. To provide a voided steel pipe with surface ribs. [Structure] In a void pipe embedded in parallel in a void slab 7 with a space, a hollow steel pipe 1, 1 formed thick
It is characterized in that a group of ribs 2 and 12 formed by being oriented in the axial direction, the spiral direction or the circumferential direction is arranged on the outer peripheral side of 1.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、ボイドスラブ等に埋設されその中空部分の形成とともに補強用構造 材として適用される表面リブ付きボイド鋼管に関するものである。 The present invention relates to a void steel pipe with a surface rib, which is embedded in a void slab or the like and is used as a reinforcing structural material together with the formation of its hollow portion.

【0002】[0002]

【従来の技術】[Prior art]

従来、場所打込み方式の中空スラブ工法として、スラブの断面内に薄鋼板製の ワインディングパイプや紙製のチューブ等のボイド管を適宜の間隔を置き平行に 配列して、各ボイド管の上下側に上端主筋、下端主筋を適宜の間隔を置き同ボイ ド管に対し直角方向に指向させて配筋するとともに、各ボイド管の間に複数の上 下主筋を平行方向にかつその上下間に補強筋を配筋してコンクリートを打設し、 そのボイド管により内部に中空部分を形成してスラブの厚さを大きく形成するボ イドスラブ工法があり、このボイドスラブ工法は、小梁がなく比較的に大きいス パンに形成される一方向スラブとして施工され、ボイド管で形成される中空部分 は設備用の配管、ダクトスペース等として利用できるメリツトがある。 Conventionally, in-situ hollow slab construction method, void pipes such as thin steel sheet winding pipes and paper tubes are arranged in parallel in the cross section of the slab at appropriate intervals, and are placed above and below each void pipe. The upper main bar and the lower main bar are arranged at appropriate intervals so as to be oriented in a direction perpendicular to the same void pipe, and a plurality of upper and lower main reinforcements are arranged in parallel between the void pipes and above and below them. There is a void slab construction method in which concrete is laid out and the hollow pipe is formed inside by the void pipe to increase the thickness of the slab.This void slab construction method is relatively large with no beams. It is constructed as a one-way slab formed on the span, and the hollow part formed by the void pipe has a merit that can be used as equipment piping, duct space, etc.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

ボイドスラブ等に埋設される従来のボイド管は、前記のように薄鋼板製ワイン ディングパイプや紙製チューブ等からなり、スラブの内部に中空部分を形成する 手段として適用され、ボイドスラブの補強材としては格別に機能しないで複雑な 補強筋を必要とし、スラブの厚さが大きくなるなど、スラブの施工性、耐力、信 頼性などの課題がある。 Conventional void pipes embedded in void slabs consist of thin steel sheet winding pipes, paper tubes, etc., as described above, and are used as a means to form a hollow portion inside the slab. There are issues such as workability, yield strength, and reliability of the slab, such as the fact that it does not function exceptionally and requires complicated reinforcing bars, and the thickness of the slab becomes large.

【0004】 本考案は、上記のような課題に対処するために開発されたものであつて、その 目的とする処は、ボイド鋼管の剛性及びコンクリートとの付着力を高め、ボイド スラブ等の中空部分の形成とともにその補強用構造材として、ボイドスラブ等の 施工性とともに施工精度、信頼性を向上した表面リブ付きボイド鋼管を提供する にある。The present invention has been developed to address the above-mentioned problems, and its purpose is to increase the rigidity of a void steel pipe and the adhesive force with concrete, and to eliminate voids such as void slabs. The purpose of the invention is to provide a void steel pipe with surface ribs that improves the workability of void slabs and the like, as well as the workability of void slabs, etc.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、ボイドスラブ内に間隔を置き平行に埋設されるボイド管において、 厚肉に形成した中空鋼管の外周に相互間隔を置き軸線方向やスパイラル方向ある いは周方向に指向せしめて形成したリブ群を配設したことにより、優れた剛性を 有するボイド管としかつコンクリートとの付着力を高めて、中空部分の形成とと もに補強用構造材としている。 The present invention relates to a void pipe that is embedded in a void slab in parallel with a gap, and ribs formed by axially or spirally or circumferentially arranging mutual intervals on the outer periphery of a thick hollow steel pipe. By arranging the groups, a void pipe with excellent rigidity is formed, and the adhesive force with concrete is increased to form a hollow portion and also as a reinforcing structural material.

【0006】[0006]

【作用】[Action]

本考案の表面リブ付きボイド鋼管は、厚肉に形成した中空鋼管の外周に軸線方 向状やスパイラル方向あるいは周方向に指向せしめて形成したリブ群を配設して 構成され、その剛性を効果的に高めるとともに、ボイドスラブ等に埋設するとそ のリブ群によりコンクリートとの接着力が著しく高められて、ボイドスラブ等の 中空部分の形成とともにその補強用構造材として効果的に機能し、配筋が著しく 低減され、ボイド厚さが減少されるなど、ボイドスラブ等の施工が容易となり施 工精度、信頼性が著しく高められる。 The void steel tube with surface ribs of the present invention is constructed by arranging a rib group formed by orienting in the axial direction, the spiral direction or the circumferential direction on the outer periphery of a thick hollow steel tube, and the rigidity thereof is effective. When it is embedded in a void slab, etc., its rib group significantly enhances the adhesive force with concrete, forming a hollow part such as a void slab and effectively functioning as a reinforcing structural material, and the reinforcement This reduces the thickness and reduces the thickness of the voids, making it easier to construct void slabs, etc., and significantly improving the machining accuracy and reliability.

【0007】[0007]

【実施例】【Example】

図1に本考案の第1実施例、図2に第2実施例を示す。図中10は第1実施例 の表面リブ付きボイド鋼管、20は第2実施例の表面リブ付きボイド鋼管、1は 第1実施例の中空鋼管、11は第2実施例の中空鋼管、2は中空鋼管1の外周に 相互間隔を置き軸線方向やスパイラル方向に指向せしめて形成したリブ、12は 中空鋼管11の外周に相互間隔を置き周方向に指向せしめて形成したリブ、5は スラブの下端主筋、6はスラブの上端主筋、7はボイドスラブであつて、図1に 示す第1実施例は、ボイドスラブ7内に間隔を置き平行に埋設されるボイド管に おいて、厚肉に形成した中空鋼管1の外周に相互間隔を置き軸線方向やスパイラ ル方向に指向せしめて形成したリブ2群を配設した表面リブ付きボイド鋼管10 になつている。また、図2に示す第2実施例は、ボイドスラブ10内に間隔を置 き平行に埋設されるボイド管において、厚肉に形成した中空鋼管11の外周に相 互間隔を置き周方向に指向せしめて形成したリブ12群を配設した表面リブ付き ボイド鋼管20になつている。 FIG. 1 shows a first embodiment of the present invention, and FIG. 2 shows a second embodiment. In the figure, 10 is a void steel pipe with surface ribs of the first embodiment, 20 is a void steel pipe with surface ribs of the second embodiment, 1 is a hollow steel pipe of the first embodiment, 11 is a hollow steel pipe of the second embodiment, 2 is Ribs formed at the outer circumference of the hollow steel pipe 1 by directing them in the axial direction and in the spiral direction, 12 ribs formed at the outer circumference of the hollow steel pipe 11 by directing them in the circumferential direction, and 5 at the lower end of the slab In the first embodiment shown in FIG. 1, a main bar, 6 is an upper end main bar of the slab, and 7 is a void slab. In the void tube that is embedded in the void slab 7 in parallel with a space, the hollow is formed thickly. Void steel pipe 10 with surface ribs is provided with two ribs formed by arranging them on the outer circumference of steel pipe 1 and directing them in the axial direction and the spiral direction. In the second embodiment shown in FIG. 2, in the void pipe which is embedded in the void slab 10 in parallel at a certain interval, a hollow steel pipe 11 having a thick wall is provided with a mutual interval and oriented in the circumferential direction. The void steel pipe 20 with surface ribs is formed by arranging the ribs 12 formed as described above.

【0008】 前記の表面リブ付きボイド鋼管10,20は、比較的に厚肉に形成した中空鋼 管1,11の外周に相互間隔を置き軸線方向やスパイラル方向(図1参照)ある いは周方向(図2参照)指向せしめて形成したリブ2,12群を配設した構造に なつており、厚肉に形成した中空鋼管1,11とし、さらにその外周に前記のよ うなリブ2,12群を配設して、優れた剛性を有するボイドスラブ等の補強材に なつている。図1に示すように適宜の間隔を置き配設するとともに、その下側及 び上側にスラブの下端主筋5、上端主筋6をそれぞれ中空鋼管1,11に対し直 線方向に指向させて適宜の間隔を置き配筋しスラブコンクリートを打設して、現 場打込みによりボイドスラブ7が施工される。The void ribbed steel pipes 10 and 20 with surface ribs are spaced apart from each other on the outer circumference of the hollow steel pipes 1 and 11 which are formed to be relatively thick, and the axial direction and the spiral direction (see FIG. 1) or the circumferential direction. Direction (see FIG. 2) The structure is such that a group of ribs 2 and 12 formed by directing is arranged to form a thick hollow steel pipe 1 and 11, and further the ribs 2 and 12 as described above on the outer periphery thereof. By arranging groups, they are used as reinforcing materials such as void slabs with excellent rigidity. As shown in FIG. 1, the slabs are arranged at appropriate intervals, and the lower main rebar 5 and the upper main rebar 6 of the slab are oriented in the straight line direction with respect to the hollow steel pipes 1 and 11, respectively. Void slabs 7 are constructed by placing slab concrete at intervals and pouring slab concrete, and by in-situ driving.

【0009】 ボイドスラブ7に埋設された表面リブ付きボイド鋼管10,20は、前記のよ うに優れた剛性を有する補強材になつているとともに、その外周に配設されてい るリフ2,12群によりコンクリートとの付着力が格段に高められ、ボイドスラ ブを補強する構造材として効果的に機能する。即ち、ボイドスラブの断面係数、 構造的剛性が著しく高められる。従ってまた、スラブ主筋5,6等の配筋が大幅 に節減されてスラブ厚さが減少されるなど、ボイドスラブの施工性、施工精度、 信頼性等が著しく高められる。The void steel pipes 10 and 20 with surface ribs embedded in the void slab 7 serve as a reinforcing material having excellent rigidity as described above, and also have a group of riffs 2 and 12 arranged on the outer periphery thereof. The adhesive strength with concrete is remarkably enhanced, and it effectively functions as a structural material that reinforces void slabs. That is, the section modulus and structural rigidity of the void slab are significantly increased. Therefore, the workability, construction accuracy, reliability, etc. of the void slab are remarkably enhanced, since the reinforcement of the slab main bars 5, 6 etc. is greatly reduced and the slab thickness is reduced.

【0010】 図示の実施例では、ボイドスラブへの適用について説明しているが、例えば梁 や耐力壁に埋設して補強する構造材等としても適用可能である。In the illustrated embodiment, the application to the void slab is described, but the present invention can also be applied to, for example, a beam or a structural material that is embedded in a load bearing wall for reinforcement.

【0011】[0011]

【考案の効果】[Effect of device]

本考案の表面リブ付きボイド鋼管は、厚肉に形成した中空鋼管の外周に軸線方 向状やスパイラル方向あるいは周方向に指向せしめて形成したリブ群を配設して 構成され、その剛性が効果的に高められているとともに、ボイドスラブ等に埋設 するとそのリブ群によりコンクリートとの接着力が著しく高められて、ボイドス ラブ等の中空部分の形成とともにその補強構造材として効果的に機能し、配筋が 著しく著しく低減され、ボイド厚さが減少されるなどスラブ等の施工性とともに 施工精度、信頼性が高められる。従ってまた、施工コストが著しく節減されるな どの効果を有する。 The void steel tube with surface ribs of the present invention is constructed by arranging ribs formed by orienting in the axial direction, the spiral direction or the circumferential direction on the outer circumference of a thick hollow steel tube, and its rigidity is effective. When it is embedded in a void slab, etc., its rib group significantly enhances the adhesive strength with concrete, effectively forming a hollow part such as a void slab and effectively functioning as a reinforcing structure for the reinforcement. Is significantly reduced, the void thickness is reduced, and the workability and reliability of slabs are improved. Therefore, it also has the effect of significantly reducing construction costs.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の第1実施例を示す縦断面図FIG. 1 is a vertical sectional view showing a first embodiment of the present invention.

【図2】本考案の第2実施例を示す側面図である。FIG. 2 is a side view showing a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 中空鋼管 2 リブ(軸線方向,スパイラル方向) 7 ボイドスラブ 10 表面リブ付きボイド鋼管(第1実施例) 11 中空鋼管 12 リブ(周方向) 20 表面リブ付きボイド鋼管(第2実施例) 1 Hollow Steel Pipe 2 Ribs (Axial Direction, Spiral Direction) 7 Void Slab 10 Void Steel Pipe with Surface Ribs (First Example) 11 Hollow Steel Pipe 12 Ribs (Circumferential) 20 Void Steel Pipe with Surface Ribs (Second Example)

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 ボイドスラブ等に間隔を置き平行に埋設
されるボイド管において、厚肉に形成した中空鋼管の外
周に相互間隔を置き軸線方向やスパイラル方向あるいは
周方向に指向せしめて形成したリブ群を配設したことを
特徴とする表面リブ付きボイド鋼管。
1. A void pipe which is embedded in a void slab or the like in parallel with a space therebetween. A group of ribs formed by axially or spirally or circumferentially directing a mutual interval on the outer circumference of a thick hollow steel pipe. A void steel pipe with surface ribs characterized by being provided with.
JP1950493U 1993-03-25 1993-03-25 Void steel pipe with surface ribs Pending JPH0673215U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1950493U JPH0673215U (en) 1993-03-25 1993-03-25 Void steel pipe with surface ribs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1950493U JPH0673215U (en) 1993-03-25 1993-03-25 Void steel pipe with surface ribs

Publications (1)

Publication Number Publication Date
JPH0673215U true JPH0673215U (en) 1994-10-11

Family

ID=12001210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1950493U Pending JPH0673215U (en) 1993-03-25 1993-03-25 Void steel pipe with surface ribs

Country Status (1)

Country Link
JP (1) JPH0673215U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019039187A (en) * 2017-08-24 2019-03-14 ツカ・カナモノ株式会社 Construction method of building foundation and form used for the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019039187A (en) * 2017-08-24 2019-03-14 ツカ・カナモノ株式会社 Construction method of building foundation and form used for the same

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