JPH05331959A - Wood-concrete composite material - Google Patents

Wood-concrete composite material

Info

Publication number
JPH05331959A
JPH05331959A JP4142698A JP14269892A JPH05331959A JP H05331959 A JPH05331959 A JP H05331959A JP 4142698 A JP4142698 A JP 4142698A JP 14269892 A JP14269892 A JP 14269892A JP H05331959 A JPH05331959 A JP H05331959A
Authority
JP
Japan
Prior art keywords
wood
concrete
composite material
base material
sides
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
JP4142698A
Other languages
Japanese (ja)
Inventor
Shigeo Watanabe
茂雄 渡辺
Mikio Kobayashi
美亀雄 小林
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP4142698A priority Critical patent/JPH05331959A/en
Publication of JPH05331959A publication Critical patent/JPH05331959A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a composite material for columns, having excellent texture peculiar to wood and high strength as the base material by forming wood layers on four sides of a concrete base material. CONSTITUTION:In a wood-concrete composite material 1 as a column part, thin wooden plates 3 are laminated by high-pressure bonding on four sides of a concrete base material 2 of an almost square cross section. The base material 2 is composed of carbon short fibre-reinforced concrete 4, in which FRP reinforcing bars 5 having connected carbon fibre filaments as cores are arranged in the lengthwise direction on the outer edge sides. Or, in the composite material 1 as beam part, the thin plates 3 are laminated on four sides of the concrete base 2 composed of the fibre-reinforced concrete 4 and the reinforcing bars 5 are arranged in the lengthwise direction on the short outer edge sides. The composite material can have excellent properties as compressive strength and elasticity modulus as the base material and good texture peculiar to wood.

Description

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

【0001】[0001]

【産業上の利用分野】この発明はコンクリートの基材表
面に木材層を積層した、土木、建築物用の建材等として
用いられる木材・コンクリート複合材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wood / concrete composite material in which a wood layer is laminated on the surface of a base material of concrete and used as a building material for civil engineering, buildings and the like.

【0002】[0002]

【従来技術】木材をそのまま構造材や内外装材として用
いる技術は古来よりある。また、鉄骨やコンクリートの
表面に仕上げ材として木材を張付ける技術も実施されて
いる。
2. Description of the Related Art There has been a technique for using wood as a structural material or interior / exterior material as it is since ancient times. In addition, a technique of attaching wood as a finishing material to the surface of steel frames and concrete is also being implemented.

【0003】しかしながら、木材と鉄骨やコンクリート
が一体となって製造された建材が構造材や仕上げ材に用
いられることは少なく、これは一体となった建材の切断
加工や釘打ち加工が簡単にできないことに原因がある。
However, a building material manufactured by integrating wood, steel frame and concrete is rarely used as a structural material or a finishing material, and it is not possible to easily cut or nail the integrated building material. There is a cause.

【0004】[0004]

【発明が解決しようとする課題】我が国にあって木質系
の建材は歴史、文化の上で欠くことのできない建築素材
であるが、近年、地球環境の保護が認識され、天然資源
の枯渇を防止する必要性が生じている。とりわけ天然木
材は生産サイクルが長く、天然資源の枯渇の代表的な資
源である。
[Problems to be Solved by the Invention] In Japan, wood-based building materials are building materials that are indispensable in terms of history and culture, but in recent years, protection of the global environment has been recognized and the depletion of natural resources is prevented. The need has arisen. In particular, natural wood has a long production cycle and is a representative resource for depletion of natural resources.

【0005】この発明は上記事情に鑑みなされたもので
ある。その目的は従来の木質系建材に近い感触と加工性
を備え、しかも木材の使用割合が低率である木材・コン
クリート複合材を提案するにある。
The present invention has been made in view of the above circumstances. The purpose is to propose a wood-concrete composite material that has a feel and workability similar to those of conventional wood-based building materials, and that uses a small percentage of wood.

【0006】[0006]

【課題を解決するための手段】請求項1の発明はコンク
リートの基材表面に木材層を積層した木材・コンクリー
ト複合材であって、基材は短繊維を混入した繊維補強コ
ンクリートからなることを特徴とする。請求項2は、請
求項1の複合材において、繊維補強コンクリートは軽量
骨材を用いてなることを特徴とする。
According to a first aspect of the present invention, there is provided a wood-concrete composite material in which a wood layer is laminated on the surface of a concrete base material, and the base material is fiber reinforced concrete mixed with short fibers. Characterize. A second aspect of the present invention is the composite material according to the first aspect, wherein the fiber-reinforced concrete is made of lightweight aggregate.

【0007】この発明が用いる短繊維は、炭素繊維,芳
香族ポリアミド繊維(アラミド繊維)、ビニロン繊維あ
るいは耐アルカリ性ガラス繊維等の高引張強度,高引張
弾性率をもった繊維が選択される。これら繊維は繊維長
数mm〜数cmの短繊維となし、セメント・骨材混合スラリ
ーに混入し、繊維補強コンクリートとする。
The short fibers used in the present invention are selected from fibers having high tensile strength and high tensile modulus such as carbon fibers, aromatic polyamide fibers (aramid fibers), vinylon fibers or alkali resistant glass fibers. These fibers are made into short fibers with a fiber length of several mm to several cm and mixed into a cement / aggregate mixture slurry to form fiber-reinforced concrete.

【0008】この発明で用いる軽量骨材としてはシラス
バルーン、黒曜石発泡体粒などのガラス質発泡体が好適
に用いられる。
As the lightweight aggregate used in the present invention, glassy foams such as shirasu balloon and obsidian foam granules are preferably used.

【0009】この複合材には、前記の繊維類の連続糸
条,あるいはこれら糸条を芯材とするFRP(繊維強化
プラスチック)の補強筋を配筋したり、さらにこれら補
強筋にプレストレスを導入して補強することができる。
This composite material is provided with continuous yarns of the above-mentioned fibers, or reinforcing bars of FRP (fiber reinforced plastic) having these yarns as a core material, and further prestressing these reinforcing bars. Can be introduced and reinforced.

【0010】[0010]

【作用】この木材・コンクリート複合材は、基材の繊維
補強コンクリートが高強度であり、腐食することなく耐
久性が優れ、その表面には木材層が積層してあるので、
天然木材の風合いと高強度,耐久性等の基材の優れた物
性を一体となし発揮する。
[Function] In this wood-concrete composite material, the fiber-reinforced concrete as the base material has high strength, has excellent durability without corrosion, and has a wood layer laminated on its surface,
It demonstrates the texture of natural wood and the excellent physical properties of the base material such as high strength and durability.

【0011】請求項2の複合材の基材となる軽量骨材を
用いた繊維補強コンクリートは、一般に比重が1.0 〜1.
6 と軽量であり、曲げ強度も高強度のものが得られる。
また、鋸切断や釘打ちなどの加工性に富んでいる。一方
表層に積層した木材は比重が1.0 より小さく、加工性が
優れ、木材繊維軸方向の圧縮強度,弾性係数は基材の繊
維補強コンクリートと同等であり、引張強度は繊維補強
コンクリートより高い。従って、この木材・コンクリー
ト複合材は一層、木材に近い物性,加工性および風合い
を発揮する。
The fiber-reinforced concrete using the lightweight aggregate as the base material of the composite material according to claim 2 generally has a specific gravity of 1.0 to 1.
It is as light as 6 and has high bending strength.
In addition, it has excellent workability such as saw cutting and nailing. On the other hand, the wood laminated on the surface layer has a specific gravity of less than 1.0, is excellent in workability, has the same compressive strength and elastic modulus in the direction of the wood fiber axis as the fiber-reinforced concrete as the base material, and has a higher tensile strength than the fiber-reinforced concrete. Therefore, the wood-concrete composite material further exhibits physical properties, workability and texture similar to wood.

【0012】[0012]

【実施例】図1の実施例は柱部材として用いる木材・コ
ンクリート複合材1であり、断面略正方形のコンクリー
ト基材2の4側面に木材薄板3を高圧接着して積層しな
っている。基材2は炭素繊維短繊維を混入した繊維補強
コンクリート4からなり、外縁側に長さ方向に沿って炭
素繊維の連結糸条を芯材とするFRP補強筋5が配筋し
てある。なお、補強筋5にはプレストレスを導入するこ
とができる。
EXAMPLE The example of FIG. 1 is a wood-concrete composite material 1 used as a pillar member, in which a thin wood plate 3 is laminated under high pressure on four sides of a concrete base material 2 having a substantially square cross section. The base material 2 is made of fiber reinforced concrete 4 in which short carbon fibers are mixed, and FRP reinforcing bars 5 having a connecting yarn of carbon fibers as a core material are arranged along the lengthwise direction on the outer edge side. It should be noted that prestress can be introduced into the reinforcing bar 5.

【0013】図2の実施例は梁部材として用いる複合材
1であり、繊維補強コンクリート4からなる断面長方形
のコンクリート基材2の4側面に木材薄板3を積層し、
短辺外縁側に長さ方向に沿いFRP補強筋5を配筋しな
っている。
The embodiment shown in FIG. 2 is a composite material 1 used as a beam member, in which a thin wood plate 3 is laminated on four sides of a concrete base material 2 made of fiber reinforced concrete 4 and having a rectangular cross section.
FRP reinforcements 5 are arranged along the length direction on the outer edge side of the short side.

【0014】図3に示す実施例はパネル部材として用い
る複合板1であり、押出成形してなる板状のコンクリー
ト基材2の2表面に木材薄板3を積層してなっている。
基材2は繊維補強コンクリート4からなり、長さ方向
(押出方向)に沿い断面方形の中空部6が設けてある。
なお、図示しないが、FRP補強筋を配筋することもで
きる。また、木材薄板3は片表面のみに積層する場合も
ある。
The embodiment shown in FIG. 3 is a composite plate 1 used as a panel member, and a thin wood plate 3 is laminated on two surfaces of a plate-shaped concrete base material 2 formed by extrusion molding.
The base material 2 is made of fiber reinforced concrete 4, and has a hollow portion 6 having a rectangular cross section along the length direction (extrusion direction).
Although not shown, FRP reinforcing bars may be arranged. Further, the wood thin plate 3 may be laminated only on one surface.

【0015】図4に示す実施例は、外力の比較的大きい
壁材あるいは床材として用いる複合材1であり、コンク
リート基材2は板状をなし繊維補強コンクリート4から
なり、長さ方向両側縁部および中央部に沿い梁型リブ7
を有し、リブ7上に木材厚板8を接着積層しなってい
る。基材2にはFRP補強筋5が格子状をなし配筋して
あり、リブ7部の下面側には長さ方向に沿いFRP緊張
材9を配筋し、プレストレスが導入してある。また、リ
ブ7,7間の凹部内には断熱材10が詰込まれている。
The embodiment shown in FIG. 4 is a composite material 1 used as a wall material or floor material having a relatively large external force. The concrete base material 2 is plate-shaped and is made of fiber reinforced concrete 4. -Shaped ribs 7 along the central and central parts
The wood planks 8 are adhesively laminated on the ribs 7. FRP reinforcing bars 5 are arranged in a lattice on the base material 2, and FRP tension members 9 are arranged along the length direction on the lower surface side of the rib 7 to introduce prestress. A heat insulating material 10 is packed in the recess between the ribs 7, 7.

【0016】上記の実施例では、骨材について記載しな
かったが、砂、砕石等の通常の骨材のほか、使用の目的
に応じシラスバルーン,黒曜石発泡体粒等の軽量骨材を
用いる。
In the above embodiments, although the aggregate is not described, in addition to the usual aggregate such as sand and crushed stone, lightweight aggregate such as shirasu balloon and obsidian foam granules is used according to the purpose of use.

【0017】[0017]

【発明の効果】この発明は以上の通りであり、この木材
・コンクリート複合材は、木材の使用量を節減でき、し
かも、木材の優れた風合い,加工性を有し、同時に高強
度,耐久性,耐火性等の特性を発揮できる。
The present invention is as described above, and this wood-concrete composite material can reduce the amount of wood used, and has excellent texture and workability of wood, and at the same time has high strength and durability. , It can exhibit characteristics such as fire resistance.

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

【図1】柱部材として用いる木材・コンクリート複合材
の断面図である。
FIG. 1 is a cross-sectional view of a wood / concrete composite material used as a pillar member.

【図2】梁部材として用いる木材・コンクリート複合材
の断面図である。
FIG. 2 is a cross-sectional view of a wood / concrete composite material used as a beam member.

【図3】パネル部材として用いる木材・コンクリート複
合材の断面図である。
FIG. 3 is a cross-sectional view of a wood / concrete composite material used as a panel member.

【図4】床材等として用いる木材・コンクリート複合材
の断面図である。
FIG. 4 is a cross-sectional view of a wood / concrete composite material used as a floor material or the like.

【符号の説明】[Explanation of symbols]

1…木材・コンクリート複合材、2…コンクリート基
材、3…木材薄板、4…繊維補強コンクリート、5…F
RP補強筋、6…中空部、7…梁型リブ、8…木材厚
板、9…FRP緊張材、10…断熱材。
1 ... Wood / concrete composite material, 2 ... Concrete base material, 3 ... Wood thin plate, 4 ... Fiber reinforced concrete, 5 ... F
RP reinforcement, 6 ... Hollow part, 7 ... Beam type rib, 8 ... Wood plank, 9 ... FRP tension material, 10 ... Thermal insulation material.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート基材表面に木材層を積層し
た木材・コンクリート複合材であって、基材は短繊維を
混入した繊維補強コンクリートからなることを特徴とす
る木材・コンクリート複合材。
1. A wood / concrete composite material in which a wood layer is laminated on the surface of a concrete base material, wherein the base material is fiber reinforced concrete mixed with short fibers.
【請求項2】 請求項1記載の木材・コンクリート複合
材において、繊維補強コンクリートは軽量骨材を用いて
なることを特徴とする木材・コンクリート複合材。
2. The wood-concrete composite material according to claim 1, wherein the fiber-reinforced concrete is a lightweight aggregate.
JP4142698A 1992-06-03 1992-06-03 Wood-concrete composite material Pending JPH05331959A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4142698A JPH05331959A (en) 1992-06-03 1992-06-03 Wood-concrete composite material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4142698A JPH05331959A (en) 1992-06-03 1992-06-03 Wood-concrete composite material

Publications (1)

Publication Number Publication Date
JPH05331959A true JPH05331959A (en) 1993-12-14

Family

ID=15321473

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4142698A Pending JPH05331959A (en) 1992-06-03 1992-06-03 Wood-concrete composite material

Country Status (1)

Country Link
JP (1) JPH05331959A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005048471A (en) * 2003-07-29 2005-02-24 Shimizu Corp Wood-steel composite structure
JP2014201870A (en) * 2013-04-01 2014-10-27 安宏 藤元 Cwood
EP2994580A4 (en) * 2013-05-06 2016-12-28 Univ Of Canterbury Pre-stressed beams or panels
CN110593456A (en) * 2019-10-12 2019-12-20 西藏涛扬新型建材科技有限公司 Multi-functional integrative buckling restrained wall post structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61233144A (en) * 1985-04-08 1986-10-17 株式会社 応用企画 Formation of composite panel and material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61233144A (en) * 1985-04-08 1986-10-17 株式会社 応用企画 Formation of composite panel and material

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005048471A (en) * 2003-07-29 2005-02-24 Shimizu Corp Wood-steel composite structure
JP2014201870A (en) * 2013-04-01 2014-10-27 安宏 藤元 Cwood
EP2994580A4 (en) * 2013-05-06 2016-12-28 Univ Of Canterbury Pre-stressed beams or panels
US9809979B2 (en) 2013-05-06 2017-11-07 University Of Canterbury Pre-stressed beams or panels
US10125493B2 (en) 2013-05-06 2018-11-13 University Of Canterbury Pre-stressed beams or panels
CN110593456A (en) * 2019-10-12 2019-12-20 西藏涛扬新型建材科技有限公司 Multi-functional integrative buckling restrained wall post structure

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