JPH0776901A - Hollow synthetic structure plate and method for manufacturing the same - Google Patents

Hollow synthetic structure plate and method for manufacturing the same

Info

Publication number
JPH0776901A
JPH0776901A JP22372793A JP22372793A JPH0776901A JP H0776901 A JPH0776901 A JP H0776901A JP 22372793 A JP22372793 A JP 22372793A JP 22372793 A JP22372793 A JP 22372793A JP H0776901 A JPH0776901 A JP H0776901A
Authority
JP
Japan
Prior art keywords
plate material
plate
concrete
thickness direction
hollow
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
JP22372793A
Other languages
Japanese (ja)
Inventor
Takehiko Maruyama
武彦 丸山
Shinji Tsuchida
伸治 土田
Mitsuru Kodera
満 小寺
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries Co Ltd
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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP22372793A priority Critical patent/JPH0776901A/en
Publication of JPH0776901A publication Critical patent/JPH0776901A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 板材とコンクリート層との合成構造であって
方向性の少ない軽量化した中空合成構造板を提供する。 【構成】 構造板厚み方向に中空部を設けるための板材
11を挟んで、その下側および上側の厚み方向両端部にコ
ンクリート層12,13を形成する。板材11の周側面にもコ
ンクリート層14を形成する。板材11の上下両端部および
周囲凸部をコンクリート層12,13,14に埋込む。板材11
は、平面的に見ると6角形状を主体とした構造板厚み方
向の中空部11a を平面方向に多数並設するように形成し
たものである。各中空部11a には板材11の上下両端部を
除いて発泡スチロール等の軽量埋殺し材15を組込む。上
下のコンクリート層12,13にはメッシュ筋21とプレスト
レスを与えるためのPC鋼より線22とを埋込む。
(57) [Abstract] [Purpose] To provide a light weight hollow synthetic structure board having a composite structure of a plate material and a concrete layer and having little directionality. [Structure] Structural plate A plate material for providing a hollow portion in the thickness direction
The concrete layers 12 and 13 are formed on both ends in the thickness direction of the lower side and the upper side with the 11 sandwiched therebetween. A concrete layer 14 is also formed on the peripheral side surface of the plate material 11. The upper and lower end portions of the plate material 11 and the surrounding convex portions are embedded in the concrete layers 12, 13, and 14. Plate material 11
Is formed by arranging a large number of hollow portions 11a in the thickness direction of the structural plate, which are mainly hexagonal in plan view, side by side. Into each hollow portion 11a, except for the upper and lower end portions of the plate material 11, a lightweight burying material 15 such as expanded polystyrene is incorporated. The upper and lower concrete layers 12 and 13 are embedded with mesh reinforcement 21 and PC steel stranded wire 22 for prestressing.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建築物の壁材、床材等
に使用される中空合成構造板およびその製造方法に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hollow synthetic structural plate used for building wall materials, floor materials, etc., and a method for manufacturing the same.

【0002】[0002]

【従来の技術】コンクリート製平板の軽量化されたもの
は、コンクリート自体の軽量化以外に、空洞部を設ける
構造が主体となる。この空洞部を設ける構造はJIS A 65
11「空洞プレストレストコンクリートパネル」や、押出
し成形セメント板またはコルゲート管等の埋殺し型枠が
長手方向に設けられ空洞部となる構造がある。
2. Description of the Related Art A lightweight concrete flat plate mainly has a structure in which a cavity is provided in addition to the weight saving of concrete itself. The structure that provides this cavity is JIS A 65.
11 "Cavity prestressed concrete panels" and structures such as extrusion-molded cement boards or corrugated pipes are provided in the longitudinal direction to form a cavity.

【0003】また、コンクリート板の厚み方向に空洞部
が設けられているものに、コンクリートのハニカム構造
が考案された実公平2−24824号公報に示される
「ハニカム構造コンクリート板」がある。
Further, as a concrete plate having a hollow portion in the thickness direction thereof, there is a "honeycomb structure concrete plate" disclosed in Japanese Utility Model Publication No. 2-24824 in which a concrete honeycomb structure is devised.

【0004】この公報記載のハニカム構造コンクリート
板は、型枠上にスペーサを介し6角柱状の埋殺し型枠片
を蜂窟に並列し、また、鉄筋接続管が放射状に岐出され
た鉄筋組立具を使用して、隣合う埋殺し型枠片間の間
隙、埋殺し型枠片と型枠との間隙および埋殺し型枠片上
に鉄筋を亀甲状に組立て、この亀甲状鉄筋の配筋された
埋殺し型枠片間の間隙および型枠片上面にコンクリート
を打設してスラブを構成したものである。
The honeycomb structure concrete plate described in this publication is a rebar assembly in which hexagonal columnar buried formwork pieces are juxtaposed in a cave via spacers on the formwork, and rebar connecting pipes are radially diverged. Using tools, assemble the rebars on the gaps between the adjacent buried formwork pieces, the gaps between the buried formwork pieces and the formwork, and the buried formwork pieces in a turtle shell shape. The slab is constructed by placing concrete on the gap between the buried mold pieces and the upper surface of the mold pieces.

【0005】前記ハニカム構造(航空機ではハニカムコ
ア)は航空機分野で開発された構造体であり、アルミな
どの金属やアラミド繊維で作ったハニカム(蜂の巣状)
を炭素繊維複合材(CFRP)のシートでサンドイッチ
して構造材料として使ったものがある。
The above-mentioned honeycomb structure (honeycomb core in an aircraft) is a structure developed in the aircraft field, and is made of metal such as aluminum or aramid fiber (honeycomb shape).
Is used as a structural material by sandwiching a sheet of carbon fiber composite material (CFRP).

【0006】[0006]

【発明が解決しようとする課題】コンクリート自体によ
る軽量化は耐凍害性に問題があり、板の長手方向に空洞
部を設ける方法は方向性があり軽量化にも限界がある。
The weight reduction by concrete itself has a problem in frost damage resistance, and the method of forming the hollow portion in the longitudinal direction of the plate has directionality and there is a limit to the weight reduction.

【0007】前記公報に記載されたコンクリート自体の
ハニカム構造はコンクリート板の厚み方向に空洞部を設
けるために多数の埋殺し型枠片を設置し、ハニカムを構
成するコンクリートの薄肉板に複雑な鉄筋を配置する必
要性があり、それらの設置する工程に多大な労力を必要
とするから製造が容易でない。さらに、ハニカムコンク
リート薄肉板により剪断応力伝達を行うため過度に薄肉
板を薄くすることができず、軽量化に限界がある。
In the honeycomb structure of concrete itself described in the above-mentioned publication, a large number of buried formwork pieces are installed in order to provide a cavity in the thickness direction of the concrete plate, and a complicated reinforcing bar is provided on a thin-walled concrete plate that constitutes the honeycomb. However, it is not easy to manufacture because it requires a lot of labor in the process of installing them. Further, since shear stress is transmitted by the honeycomb concrete thin plate, the thin plate cannot be excessively thinned, and there is a limit to weight reduction.

【0008】このように、コンクリート板において死荷
重(自重)の低減された方向性の少ないものが建設業界
を中心に必要とされている。
[0008] As described above, there is a need for a concrete board which has a reduced dead load (self-weight) and has little directionality, mainly in the construction industry.

【0009】本発明は、このような点に鑑みなされたも
ので、板材とコンクリート層との合成構造であって方向
性の少ない軽量化した中空合成構造板と、この中空合成
構造板を容易に製造できる製造方法とを提供することを
目的とするものである。
The present invention has been made in view of the above circumstances, and is a synthetic structure of a plate material and a concrete layer, which is light in weight and has little directionality. An object of the present invention is to provide a manufacturing method that can be manufactured.

【0010】[0010]

【課題を解決するための手段】請求項1に記載の発明
は、構造板厚み方向に中空部を設けるための板材を挟ん
でその厚み方向両端部にコンクリート層が配置されたサ
ンドイッチ構造であって、板材の厚み方向両端部がコン
クリート層に埋込まれた構成の中空合成構造板である。
According to a first aspect of the present invention, there is provided a sandwich structure in which a concrete material is arranged at both ends in the thickness direction of a structural material with a plate material for providing a hollow portion in the thickness direction sandwiched therebetween. A hollow synthetic structure plate having both ends in the thickness direction of the plate material embedded in a concrete layer.

【0011】請求項2に記載の発明は、型枠内に下部の
コンクリート層を打設し、構造板厚み方向に中空部を設
けるための軽量埋殺し材が組込まれた板材の下端部を下
部のコンクリート層に埋込み、板材の上端部および側面
に上部および側部のコンクリート層を打設する構成の中
空合成構造板製造方法である。
According to a second aspect of the present invention, a lower concrete layer is placed in a formwork, and a lower end portion of a plate material in which a lightweight embedding material for forming a hollow portion in a thickness direction of a structural board is incorporated is formed as a lower part. Is embedded in the concrete layer, and the concrete layer of the upper part and the side part is placed on the upper end and the side surface of the plate material.

【0012】[0012]

【作用】請求項1に記載の発明は、構造板厚み方向に中
空部を設ける板材の厚み方向両端部をコンクリート層に
埋込むサンドイッチ構造により、剪断応力伝達を確保す
る。
According to the first aspect of the present invention, the shear stress transmission is ensured by the sandwich structure in which both end portions in the thickness direction of the plate material in which the hollow portion is provided in the thickness direction of the structure plate are embedded in the concrete layer.

【0013】請求項2に記載の発明は、型枠内で下部コ
ンクリート層の打設、軽量埋殺し材組込板材の下部コン
クリート層への埋込み、上部および側部コンクリート層
の打設を順次行うことにより中空合成構造板を容易に製
造できる。
According to the second aspect of the present invention, the lower concrete layer is placed in the mold, the light weight embedded material embedded board is embedded in the lower concrete layer, and the upper and side concrete layers are placed in sequence. As a result, the hollow synthetic structure plate can be easily manufactured.

【0014】[0014]

【実施例】以下、本発明を図1乃至図3に示された実施
例を参照して詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in FIGS.

【0015】図1は本発明に係る中空合成構造板を示
し、図1(A)に示されるように、構造板厚み方向(上
下方向)に中空部を設けるための板材11を挟んで、その
下側および上側の厚み方向両端部にコンクリート層12,
13が配置されたサンドイッチ構造板である。板材11の周
側面にもコンクリート層14が設けられている。
FIG. 1 shows a hollow synthetic structural plate according to the present invention. As shown in FIG. 1 (A), a plate material 11 for sandwiching a hollow portion in the thickness direction (vertical direction) of the structural plate is sandwiched between the plates. Concrete layer 12 at both ends in the thickness direction of the lower side and the upper side,
13 is a sandwich structure plate in which 13 is arranged. A concrete layer 14 is also provided on the peripheral side surface of the plate material 11.

【0016】板材11の上下両端部および周囲凸部はコン
クリート層12,13,14に埋込まれており、さらに、その
上下両端部を除いて板材内には上下方向に中空部を設け
るための発泡スチロール等の軽量埋殺し材15が組込まれ
ている。
Both the upper and lower end portions of the plate material 11 and the surrounding convex portions are embedded in the concrete layers 12, 13 and 14, and a hollow portion is provided in the plate material in the vertical direction except the upper and lower end portions thereof. Light weight embedded material 15 such as styrofoam is incorporated.

【0017】前記板材11は、平面的に見ると図1(B)
の右半分または図3(A)に示されるように6角形状を
主体とした構造板厚み方向の中空部11a 、図3(B)に
示されるように四角形を主体とした構造板厚み方向の中
空部11b 、図3(C)(D)に示されるように円形を主
体とした構造板厚み方向の中空部11c ,11d または図3
(E)に示されるように三角形を主体とした構造板厚み
方向の中空部11e がそれぞれ平面方向に多数並設される
ように形成されているから、薄肉板材でも方向性の少な
い構造となっている。例えば6角形状のハニカム構造と
なっている板材は、0.2mm程度の薄肉鋼板、アルミニ
ューム板または繊維で補強した繊維強化複合材(FR
P)等でも良い。
The plate material 11 is shown in plan view in FIG.
Or the hollow portion 11a in the thickness direction of the structural plate mainly having a hexagonal shape as shown in FIG. 3 (A), and in the thickness direction of the structural plate mainly having a quadrangular shape as shown in FIG. 3 (B). Hollow part 11b, as shown in FIGS. 3C and 3D, hollow parts 11c and 11d in the thickness direction of the structure plate mainly composed of a circle or FIG.
As shown in (E), since a large number of hollow portions 11e in the thickness direction of the structural plate, which are mainly triangular, are arranged side by side in the plane direction, a thin plate material has a structure with little directivity. There is. For example, a hexagonal honeycomb plate is a thin steel plate of about 0.2 mm, an aluminum plate, or a fiber-reinforced composite material (FR) reinforced with fibers.
P) or the like may be used.

【0018】図1(B)の左半分に示されるように、上
下のコンクリート層12,13にはメッシュ筋21とプレスト
レスを与えるためのPC鋼より線22とが埋込まれてい
る。
As shown in the left half of FIG. 1 (B), the upper and lower concrete layers 12 and 13 are embedded with mesh reinforcements 21 and PC steel strands 22 for prestressing.

【0019】次に、主として図2を参照しながら、この
中空合成構造板の製造方法を説明する。
Next, a method of manufacturing this hollow synthetic structure plate will be described mainly with reference to FIG.

【0020】先ず、コンクリート板を製作するための型
枠内の所定位置に、下部コンクリート層用のメッシュ筋
21a およびプレストレスを与えるためのPC鋼より線22
a を配置し、緊張した後、型枠内に必要量の下部のコン
クリート層12を打設する。
First, at a predetermined position in a formwork for producing a concrete plate, a mesh reinforcement for a lower concrete layer is placed.
21a and PC steel strands for prestressing 22
After arranging and tensioning a, the required amount of lower concrete layer 12 is placed in the formwork.

【0021】その後、下部のコンクリート層12が硬化す
る前に、中空部11a 等を設けるための6角形状等に予め
組込んだ板材11を下部のコンクリート層12上に設置し、
型枠にバイブレーションをかけながら板材11を押付け、
板材下端部を下部のコンクリート層12に埋込む。
After that, before the lower concrete layer 12 is hardened, a plate material 11 pre-assembled into a hexagonal shape or the like for providing a hollow portion 11a or the like is placed on the lower concrete layer 12,
Press the plate material 11 while vibrating the formwork,
The lower end of the plate material is embedded in the lower concrete layer 12.

【0022】この際、板材11内に6角形状等に区画形成
された各中空部11a 等には、板材11の上下両端部のコン
クリート層への埋込みを考慮して、その板材11の内部に
上下両端部を除き発泡スチロール等の軽量埋殺し材15を
予め組込み配置しておく。
At this time, in consideration of embedding the upper and lower end portions of the plate material 11 in the concrete layer, the hollow portions 11a and the like formed in the plate material 11 in a hexagonal shape are formed in the plate material 11 inside. Except for the upper and lower end portions, a lightweight embedding material 15 such as Styrofoam is installed and arranged in advance.

【0023】最後に、板材11より上側の型枠内所定位置
にPC鋼より線22b を配置し、緊張した後、板材11より
上側および板材11の周側面に対応する型枠内所定位置に
メッシュ筋21b を設置するとともに、板材11の上端部お
よび側面に上部および側部のコンクリート層13,14を打
設し仕上げる。本実施例ではプレストレストコンクリー
トで説明したが、RC構造でもよい。
Finally, a PC steel wire 22b is placed at a predetermined position in the mold above the plate 11, and after tensioning, the mesh is placed at a predetermined position in the mold above the plate 11 and corresponding to the peripheral side surface of the plate 11. The stirrup 21b is installed and the upper and side concrete layers 13 and 14 are placed and finished on the upper end and the side of the plate 11. Although the prestressed concrete is described in this embodiment, an RC structure may be used.

【0024】なお、本中空合成構造板は、通常のコンク
リート板と比較すると重量を4割低減でき、また、同じ
ような空洞プレストレストコンクリートパネルの同等耐
力および厚みのコンクリート板と比較しても1割程度の
軽量化が可能となった。
The hollow synthetic structure board can reduce the weight by 40% as compared with a normal concrete board, and 10% as compared with a concrete board having the same yield strength and thickness of a similar hollow prestressed concrete panel. It has become possible to reduce the weight.

【0025】[0025]

【発明の効果】請求項1に記載の発明によれば、構造板
厚み方向に中空部を設けるための板材をコンクリート層
でサンドイッチした中空合成構造であるから、通常のコ
ンクリート板より重量を著しく低減でき、さらに、従来
の空洞プレストレストコンクリートパネルの同等耐力お
よび厚みのコンクリート板と比較しても十分な軽量化が
可能となった。また、従来の空洞プレストレストコンク
リートパネルに比較して方向性の少ない構造となった。
さらに、中空部を設けるための板材の両端をコンクリー
ト層に埋込んだ構造であるから、板材とコンクリート層
間での一体化により応力伝達(特に剪断応力伝達)を確
実に行うことができる。
According to the first aspect of the present invention, since the plate material for providing the hollow portion in the thickness direction of the structural plate is sandwiched by the concrete layers, the weight is significantly reduced as compared with a normal concrete plate. In addition, it is possible to achieve a sufficient weight reduction compared to a conventional hollow prestressed concrete panel having the same yield strength and thickness. In addition, the structure has less directivity than the conventional hollow prestressed concrete panel.
Furthermore, since both ends of the plate material for forming the hollow portion are embedded in the concrete layer, stress transmission (particularly shear stress transmission) can be reliably performed by the integration between the plate material and the concrete layer.

【0026】請求項2に記載の発明によれば、型枠内に
下部のコンクリート層を打設し、構造板厚み方向に中空
部を設けるための軽量埋殺し材が組込まれた板材の下端
部を下部のコンクリート層に埋込み、板材の上端部およ
び側面に上部および側部のコンクリート層を打設する製
造方法であるから、従来のハニカム構造コンクリート板
のように型枠内に多数の埋殺し型枠片や複雑な鉄筋を配
置する必要性がなく、製造が容易であるとともに、従来
のハニカムコンクリート薄肉板より薄くて軽量でも強度
の優れた板材により確実な剪断応力伝達を行える。
According to the second aspect of the invention, the lower end portion of the plate material in which the light-weight embedding material for placing the lower concrete layer in the formwork and providing the hollow portion in the thickness direction of the structural board is incorporated Is embedded in the lower concrete layer, and the upper and side concrete layers are placed on the top and side surfaces of the plate material.Therefore, as with conventional honeycomb structure concrete plates, a large number of embedded molds are embedded in the formwork. Since there is no need to arrange frame pieces and complicated reinforcing bars, it is easy to manufacture, and a plate material that is thinner and lighter than a conventional honeycomb concrete thin wall plate and has excellent strength can reliably transmit shear stress.

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

【図1】(A)は本発明の中空合成構造板の一実施例を
示す厚み方向の断面図、(B)はその平面方向の断面図
である。
1A is a sectional view in the thickness direction showing an embodiment of a hollow synthetic structure plate of the present invention, and FIG. 1B is a sectional view in the plane direction thereof.

【図2】図1(B)のII−II線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line II-II of FIG.

【図3】(A)は六角形の中空部を有する板材、(B)
は四角形の中空部を有する板材、(C)および(D)は
円形の中空部を有する板材、(E)は三角形の中空部を
有する板材をそれぞれ示す平面図である。
FIG. 3 (A) is a plate material having a hexagonal hollow portion, (B)
FIG. 3 is a plan view showing a plate material having a square hollow portion, (C) and (D) a plate material having a circular hollow portion, and (E) a plate material having a triangular hollow portion.

【符号の説明】[Explanation of symbols]

11 板材 11a 〜11e 中空部 12,13,14 コンクリート層 15 軽量埋殺し材 11 Plate materials 11a to 11e Hollow part 12, 13, 14 Concrete layer 15 Light weight buried material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 構造板厚み方向に中空部を設けるための
板材を挟んでその厚み方向両端部にコンクリート層が配
置されたサンドイッチ構造であって、板材の厚み方向両
端部がコンクリート層に埋込まれたことを特徴とする中
空合成構造板。
1. A sandwich structure in which concrete layers are arranged at both ends in the thickness direction with a plate material sandwiched between the structural plates in the thickness direction, and both ends in the thickness direction of the plate material are embedded in the concrete layer. A hollow synthetic structure board characterized by being rare.
【請求項2】 型枠内に下部のコンクリート層を打設
し、構造板厚み方向に中空部を設けるための軽量埋殺し
材が組込まれた板材の下端部を下部のコンクリート層に
埋込み、板材の上端部および側面に上部および側部のコ
ンクリート層を打設することを特徴とする中空合成構造
板の製造方法。
2. A plate material in which a lower concrete layer is placed in a formwork, and a lower end portion of a plate material in which a lightweight embedding material for forming a hollow portion in the thickness direction of a structural board is incorporated is embedded in the lower concrete layer. A method for producing a hollow synthetic structure board, which comprises placing concrete layers at the upper and side portions on the upper and side surfaces of the concrete.
JP22372793A 1993-09-08 1993-09-08 Hollow synthetic structure plate and method for manufacturing the same Pending JPH0776901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22372793A JPH0776901A (en) 1993-09-08 1993-09-08 Hollow synthetic structure plate and method for manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22372793A JPH0776901A (en) 1993-09-08 1993-09-08 Hollow synthetic structure plate and method for manufacturing the same

Publications (1)

Publication Number Publication Date
JPH0776901A true JPH0776901A (en) 1995-03-20

Family

ID=16802743

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22372793A Pending JPH0776901A (en) 1993-09-08 1993-09-08 Hollow synthetic structure plate and method for manufacturing the same

Country Status (1)

Country Link
JP (1) JPH0776901A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100407882B1 (en) * 2000-11-30 2003-12-01 한국과학기술원 Composite concrete form
JP2005139897A (en) * 2004-12-24 2005-06-02 Nippon Steel Corp Partition member
KR100743936B1 (en) * 2006-08-11 2007-07-30 박홍욱 Honeycomb Reinforcement for Seismic and Reinforcement of Concrete Structures

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100407882B1 (en) * 2000-11-30 2003-12-01 한국과학기술원 Composite concrete form
JP2005139897A (en) * 2004-12-24 2005-06-02 Nippon Steel Corp Partition member
KR100743936B1 (en) * 2006-08-11 2007-07-30 박홍욱 Honeycomb Reinforcement for Seismic and Reinforcement of Concrete Structures

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