JPH01215747A - Ultra-light material and its production - Google Patents
Ultra-light material and its productionInfo
- Publication number
- JPH01215747A JPH01215747A JP3914988A JP3914988A JPH01215747A JP H01215747 A JPH01215747 A JP H01215747A JP 3914988 A JP3914988 A JP 3914988A JP 3914988 A JP3914988 A JP 3914988A JP H01215747 A JPH01215747 A JP H01215747A
- Authority
- JP
- Japan
- Prior art keywords
- ultra
- adhesive
- epoxy resin
- aggregate
- filler
- 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.)
- Granted
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
この発明は、例えば地上高さが300m〜500mない
しそれ以上にも及ぶような超々高層建築物の柱や梁、床
の如き架橋材、あるいは壁とかカーテンウオール、間仕
切りの如S2次部材として、さらにはその他の用途に既
往の金属材、鉄骨やコンクリート部材などにとって代る
汎用構造材として使用される超軽量素材及びその製造方
法に関する。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention is applicable to bridging materials such as pillars, beams, and floors of ultra-high-rise buildings with a height of 300 m to 500 m or more above the ground, or walls. The present invention relates to an ultra-lightweight material used as a secondary member such as a curtain wall or a partition, or as a general-purpose structural material to replace existing metal materials, steel frames, concrete members, etc., and a method for manufacturing the same.
従来の技術
従来、建築の架橋材あるいは2次部材又はその他の汎用
構造材としては、鉄鋼材(構造用鋼)及び鉄筋コンクリ
ート部材が一般的であり、部分的に超高強度コンクリー
トやアルミニウム合金、短繊維強化コンクリートなどが
使用されている。Conventional technology Traditionally, steel materials (structural steel) and reinforced concrete members have been commonly used as bridging materials, secondary members, or other general-purpose structural materials in buildings. Fiber-reinforced concrete is used.
本発明が解決しようとする課題
例えば地上高さが300m〜500mないしそれ以上に
も及ぶような超々高層建築物の施工が計画された場合、
既往の鉄鋼材や鉄筋コンクリートでは重すぎてとうてい
使用に耐えないことは明らかで、これらに代る画期的な
超軽量素材の開発が待たれているのが実情である。Problems to be solved by the present invention For example, when construction of a super high-rise building with a height of 300 m to 500 m or more above ground is planned,
It is clear that existing steel materials and reinforced concrete are too heavy to withstand use, and the reality is that there is a need for the development of revolutionary ultra-lightweight materials to replace them.
課題を解決するための手段
(第1の発明)
上記従来技術の課題を解決するための手段として、この
発明に係る超軽量素材の製造方法は、図面の第1図と第
2図に実施例を示したとおり、直径が5〜150ミクロ
ン程度の微小粒度の中空の球形に加工されたガラスバル
ーンを骨材2とし、エポキシ樹脂系等の接着材と前記骨
材とを混練し、補強用のカーボンの長縁、493に沿っ
て型枠4内に充填し両者の一体化と成形を行なう工程か
らなるものとした。Means for Solving the Problems (First Invention) As a means for solving the problems of the above-mentioned prior art, the method for manufacturing an ultra-lightweight material according to the present invention is illustrated in FIGS. 1 and 2 of the drawings. As shown in Figure 2, the aggregate 2 is a glass balloon processed into a hollow sphere with a diameter of about 5 to 150 microns, and the aggregate is kneaded with an adhesive such as an epoxy resin to form a reinforcing material. The process consisted of filling the mold 4 along the long edge 493 of the carbon and integrating and molding the two.
(第2の発明)
同上の課題を解決するための手段として、この発明に係
る超軽量素材は、やはり図面の第1図と第2図に好適な
実施例を示したとおり、直径が5〜150ミクロン程度
の微小粒度の中空の球形に加工されたガラスバルーンを
エポキシ樹脂系等の接着材で固めて成形し、かつ当該部
材に働く応力に対して補強する方向に補強用のカーボン
の長繊維3を配置して複合化した構成としている。(Second Invention) As a means for solving the above problem, the ultra-lightweight material according to the present invention has a diameter of 5 to 5, as a preferred embodiment is shown in FIGS. A glass balloon processed into a hollow spherical shape with a particle size of about 150 microns is hardened and molded with an adhesive such as epoxy resin, and long carbon fibers for reinforcement are placed in the direction of reinforcing against the stress acting on the member. 3 is arranged to create a composite configuration.
作 用
ガラスバルーンの比重はおよそ0.2〜0.3で、これ
により製造された超軽量素材の比重は約0.55であり
、鉄筋コンクリートのおよそ 1/4〜115と非常に
軽い。Function The specific gravity of the glass balloon is about 0.2 to 0.3, and the specific gravity of the ultra-light material made using it is about 0.55, which is about 1/4 to 115 that of reinforced concrete, which is very light.
一方、この超軽量素材の圧縮強度は750kg/c+m
2゜曲げ強度は320kg/cm2ぐらいであり、鉄筋
コンクリートの圧縮強度が300kg/cm2.曲げ強
度が30kg/c腸2ぐらいであることに対比すると極
めて優れた強度を発揮することは明らかである。On the other hand, the compressive strength of this ultra-light material is 750 kg/c+m
The 2° bending strength is about 320 kg/cm2, and the compressive strength of reinforced concrete is 300 kg/cm2. Compared to the fact that the bending strength is about 30 kg/cm2, it is clear that it exhibits extremely excellent strength.
実施例 以下、本発明の詳細な説明する。Example The present invention will be explained in detail below.
第1図と第2図はこの発明の方法で製造された超軽量素
材lの一つの形態を概念的に示したもので、これは微小
粒度の中空の球形に加工されたガラスバルーンを主骨材
2とし、これをエポキシ樹脂系等の接着材とよく混練し
、補強用のカーボンの長縁M3・・・に沿って型枠4内
に充填し、もって主骨材2とカーボン長繊維3・・・と
の一体化(複合化)と所望形態への成形が行なわれたも
のである。補強用のカーボンの長縁、I13・・・は当
該部材に働くであろう応力に対して補強する向きに配置
し、かつその両端部は予め型枠4へ取付けるなどしてそ
の配置を固定し、主骨材2の充填、成形に備えている。Figures 1 and 2 conceptually show one form of the ultra-lightweight material l manufactured by the method of the present invention, which consists of a glass balloon that is processed into a hollow spherical shape with microscopic particles as the main frame. material 2, this is well kneaded with an adhesive such as epoxy resin, and filled into the formwork 4 along the long edges M3 of reinforcing carbon, thereby forming the main aggregate 2 and carbon long fibers 3. . . . and molded into a desired shape. The long edges of the reinforcing carbon, I13..., are arranged in a direction to reinforce against the stress that will be applied to the member, and both ends are fixed in their arrangement by attaching them to the formwork 4 in advance. , is provided for filling and forming the main aggregate 2.
次に、試験的スケールでの実施結果について述べる。Next, we will discuss the results of implementation on a trial scale.
まず主骨材たるガラスバルーンとしては、旭硝子社製の
無機質微小中空シリカバルーンQ−CEL600(粒度
分布20〜140ミクロン、比重0.2)を使用した。First, as the glass balloon serving as the main aggregate, inorganic micro hollow silica balloon Q-CEL600 (particle size distribution 20 to 140 microns, specific gravity 0.2) manufactured by Asahi Glass Co., Ltd. was used.
また、接着材としては、
■ 主剤に大日本インキ化学工業社製のエピプロン85
0を5部に、硬化材として同じく大日本インキ工業社製
のラッカマイトEA240を3部配合して成るエポキシ
樹脂系接着材、
■ 主剤として前記エピプロン850を4部に、硬化剤
として前記ラッカマイトEA24Gを3部、そして希釈
剤として大日本インキ工業社製のエピプロン520を1
部配合して成るエポキシ系接着材、
のいずれかをそれぞれケース分けして使用した。In addition, as adhesive materials, ■ Epipron 85 manufactured by Dainippon Ink and Chemicals Co., Ltd. is used as the main agent.
An epoxy resin adhesive comprising 5 parts of 0 and 3 parts of Laccamite EA240, also manufactured by Dainippon Ink Industries, as a hardening agent; 3 parts, and 1 part of Epipron 520 manufactured by Dainippon Ink Industries as a diluent.
One of the epoxy adhesives, consisting of a mixture of two parts, was used separately in each case.
さらに、補強用のカーボンの長繊維としては、旭日本カ
ーボンファイバー社製の旧−CARBON (長さ12
000フイートのネッット重量が24kgのもの)を使
用した。Furthermore, as long carbon fibers for reinforcement, old-CARBON (length 12
000 feet with a net weight of 24 kg) was used.
下記の表−1は上記■のエポキシ系接着材を使用し、表
−2は同■のエポキシ系接着材を使用して製造した超軽
量素材を示している。Table 1 below shows ultra-lightweight materials manufactured using the epoxy adhesive described in (1) above, and Table 2 shows ultra-lightweight materials manufactured using the epoxy adhesive described in (2) above.
(表−1)
(表−2)
以上の各超軽量素材の供試体は、それぞれエポキシ系接
着材13部に対してガラスバルーンをおよそ5部の割合
で混合した組成になる。これを型枠内に充填して硬化さ
せ、翌日脱型して重量及び体積を測定し、その後に曲げ
強度及び圧縮強度試験を行なった。骨材の粒度分布は、
最密充填となるように調整した。(Table 1) (Table 2) Each of the above ultra-light material specimens has a composition in which approximately 5 parts of glass balloons are mixed with 13 parts of epoxy adhesive. This was filled into a mold and cured, and the next day the mold was removed and the weight and volume were measured, followed by bending strength and compressive strength tests. The particle size distribution of aggregate is
Adjustments were made to achieve closest packing.
上記供試体1−1.2.3及び2−1.2.3の特性を
試験した平均値を示すと次のとおりである。The average values obtained by testing the characteristics of the above specimens 1-1.2.3 and 2-1.2.3 are as follows.
比重 0.55
圧縮強度 750g kg/cta2曲げ強度 3
20 kg/c履2
以上2以上に基づいて、当該超軽量素材lの比強度(重
量と強度の比)及び比単価(強度と材料単価の比)をそ
れぞれパラメータに選び、他の既往素材と共に表示した
ものが第3図のグラフである。このグラフから明らかな
ように、本発明の超軽量素材lは、構造用鋼やコンクリ
ートよりも高価であるが、アルミニウム合金に迫る程に
軽くて強度の大きいものである。Specific gravity 0.55 Compressive strength 750g kg/cta2 Bending strength 3
20 kg/c 2 Based on the above 2 and above, the specific strength (ratio of weight and strength) and specific unit price (ratio of strength to material unit price) of the ultra-lightweight material l are selected as parameters, and used together with other existing materials. The graph shown in FIG. 3 is what is displayed. As is clear from this graph, the ultra-lightweight material 1 of the present invention is more expensive than structural steel or concrete, but it is as light and strong as aluminum alloy.
本発明が奏する効果
以上に実施例と併せて詳述したとおりであって、この発
明に係る超軽量素材及びその製造方法によれば、鉄筋コ
ンクリートの174〜115の軽さで、しかも圧縮強度
は鉄筋コンクリートの約2.5倍1曲げ強度にいたって
は鉄筋コンクリートの約11倍の強さを発揮するので、
これを建築架橋材や2次部材に使用することにより、地
上300m〜500mないしそれ以上の超々高層建築物
の構造計画や施工を具体的に実現することに大きく寄与
する。As described in detail in conjunction with the examples above and beyond the effects of the present invention, the ultra-lightweight material and the method for manufacturing the same according to the present invention have a lightness of 174 to 115 times that of reinforced concrete, and a compressive strength as low as that of reinforced concrete. The bending strength is about 2.5 times that of reinforced concrete, so it exhibits about 11 times the strength of reinforced concrete.
By using this as a building bridge material or a secondary member, it will greatly contribute to concretely realizing the structural planning and construction of ultra-high-rise buildings 300 m to 500 m or more above ground.
その他この超軽量素材は軽量で強度を要する飛行機や潜
水艦どの汎用構造材料としても金属等に代るものとして
広く使用できるのである。Additionally, this ultra-light material can be widely used as a general-purpose structural material in place of metal, etc., for aircraft and submarines, which require both light weight and strength.
yS1図と第2図はこの発明の方法で製造される超軽量
素材の一形態を概念的に示した正面図と平面図、第3図
はこの発明の超軽量素材の比単価及び比強度を他の汎用
材料と共に示したグラフである。Figure yS1 and Figure 2 are a front view and a plan view conceptually showing one form of the ultra-lightweight material manufactured by the method of this invention, and Figure 3 shows the specific unit price and specific strength of the ultra-lightweight material of this invention. It is a graph shown together with other general-purpose materials.
Claims (1)
ンを骨材とし、エポキシ樹脂系等の接着材と前記骨材と
を混練し、これを補強用のカーボンの長繊維に沿って充
填し一体化と成形を行なうことを特徴とする超軽量素材
の製造方法。 【2】微小粒度の中空の球形に加工されたガラスバルー
ンをエポキシ樹脂系等の接着材で固めて成形してあり、
かつ当該部材に働く応力に対して補強する方向に補強用
のカーボンの長繊維を配置して複合化されていることを
特徴とする超軽量素材。[Scope of Claims] [1] A glass balloon processed into a hollow spherical shape with micro-particle size is used as an aggregate, and an adhesive such as an epoxy resin is kneaded with the aggregate, and a length of reinforcing carbon is used as the aggregate. A method for producing ultra-lightweight materials characterized by filling along the fibers, integrating and forming them. [2] The glass balloon is made into a hollow spherical shape with microscopic particles and is hardened with an adhesive such as epoxy resin.
An ultra-lightweight material characterized by being composited by arranging reinforcing carbon long fibers in the direction of reinforcing stress acting on the member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63039149A JP2772798B2 (en) | 1988-02-22 | 1988-02-22 | Ultralight general-purpose structural material and method of manufacturing the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63039149A JP2772798B2 (en) | 1988-02-22 | 1988-02-22 | Ultralight general-purpose structural material and method of manufacturing the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01215747A true JPH01215747A (en) | 1989-08-29 |
| JP2772798B2 JP2772798B2 (en) | 1998-07-09 |
Family
ID=12545052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63039149A Expired - Fee Related JP2772798B2 (en) | 1988-02-22 | 1988-02-22 | Ultralight general-purpose structural material and method of manufacturing the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2772798B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6042936A (en) * | 1997-09-23 | 2000-03-28 | Fibermark, Inc. | Microsphere containing circuit board paper |
| CN110436862A (en) * | 2019-07-11 | 2019-11-12 | 华南理工大学 | A heat-insulating and sound-insulating lime mortar building decoration material and preparation method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4881998A (en) * | 1972-02-05 | 1973-11-01 | ||
| JPS4932957A (en) * | 1972-07-26 | 1974-03-26 |
-
1988
- 1988-02-22 JP JP63039149A patent/JP2772798B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4881998A (en) * | 1972-02-05 | 1973-11-01 | ||
| JPS4932957A (en) * | 1972-07-26 | 1974-03-26 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6042936A (en) * | 1997-09-23 | 2000-03-28 | Fibermark, Inc. | Microsphere containing circuit board paper |
| CN110436862A (en) * | 2019-07-11 | 2019-11-12 | 华南理工大学 | A heat-insulating and sound-insulating lime mortar building decoration material and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2772798B2 (en) | 1998-07-09 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |