JPH06264519A - Connection structure of plate material - Google Patents

Connection structure of plate material

Info

Publication number
JPH06264519A
JPH06264519A JP8023793A JP8023793A JPH06264519A JP H06264519 A JPH06264519 A JP H06264519A JP 8023793 A JP8023793 A JP 8023793A JP 8023793 A JP8023793 A JP 8023793A JP H06264519 A JPH06264519 A JP H06264519A
Authority
JP
Japan
Prior art keywords
plate
connection
space
face
plate materials
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
Application number
JP8023793A
Other languages
Japanese (ja)
Other versions
JPH0826591B2 (en
Inventor
Takeshi Tsuruta
健 鶴田
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.)
OZAWA CONCRETE KOGYO KK
Original Assignee
OZAWA CONCRETE KOGYO KK
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 OZAWA CONCRETE KOGYO KK filed Critical OZAWA CONCRETE KOGYO KK
Priority to JP5080237A priority Critical patent/JPH0826591B2/en
Publication of JPH06264519A publication Critical patent/JPH06264519A/en
Publication of JPH0826591B2 publication Critical patent/JPH0826591B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To improve the connection strength and water resistance of plate materials by filling a bonding material and placing interveniently a support material into a space to be formed by bringing plate materials face to face with each other. CONSTITUTION:A plate material 1 having a flat end surface is formed, and then, a connection groove 2 is formed by a method such as digging the end surface. At this time, the inside of the connection groove 2 is made into such a shape as becomes gradually narrower toward the bottom portion from the opening portion. Moreover, a plurality of the connection groove 2 may be provided, and in order to prevent the intrusion of sea water or the like, the longitudinal end portion of the connection groove 2 may be made so as not to be passed through. When the two plate materials 1, 1 are connected to each other, a space is formed by bringing the connection grooves 2, 2 face to face with each other, and at the same time a support material 4 that is a steel plate or of carbon fiber knitting is placed interveniently into the space and simultaneously an epoxy bonding material is filled into it. The support material 4 is arranged, so connection strength is improved, and as the epoxy bonding agent is filled, the intrusion of sea water or the like is prevented.

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、ポリマー含浸コンクリ
ート板(以下、PICと記す)、繊維補強コンクリート
板(以下、PRCと記す)、モルタル板等の無機質系の
板材の連結構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure of inorganic board materials such as polymer-impregnated concrete board (hereinafter referred to as PIC), fiber reinforced concrete board (hereinafter referred to as PRC) and mortar board. .

【0002】[0002]

【従来の技術】従来よりPIC、PRC、モルタル板等
の無機質系の板材は、例えば略平坦状に作製した板材を
複数枚適宜に連結させて各種の構築物などに用いられて
いる。そして、その連結部分は、コンクリートやモルタ
ルを接合材として使用したものが一般的であり、さらに
その接合強度を向上するために、物理的に継合する構
成、例えば一方の板材の端部に突出状の継合部を形成
し、他方の板材の端部に陥没状の被継合部を形成し、こ
れらを突き合わせると共に前記した接合材を接触面に介
在させる構成が用いられている。
2. Description of the Related Art Conventionally, inorganic plate materials such as PIC, PRC, and mortar boards have been used in various constructions by appropriately connecting a plurality of plate materials produced in a substantially flat shape. And, the connecting part is generally one using concrete or mortar as a joining material, and in order to further improve the joining strength, it is a physically joined structure, for example, protruding at one end of one plate material. A joint is formed in the shape of a plate, a recessed joint is formed at the end of the other plate, and these are abutted and the above-mentioned joining material is interposed in the contact surface.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記し
た連結構造では強度が低いために、板材としてPIC板
やPRC板などの高強度のものを使用しても構築物全体
の強度は十分ではなかった。特に、湾岸沿いの滑走路な
どの施工において設ける矢板としては、十分な強度を有
するものではなかった。
However, since the above-mentioned connection structure has low strength, the strength of the entire structure was not sufficient even if a high strength material such as a PIC plate or a PRC plate was used as the plate material. In particular, the sheet piles used for construction of runways along the bay were not sufficiently strong.

【0004】また、上記矢板として使用する場合には、
海水に対する高い耐水性を必要とされるのであるが、従
来の連結構造では長期に亙る使用においてはクラックが
発生したり損壊等が生じる虞があり、その耐久性への信
頼性は極めて低いものであった。
When used as the sheet pile,
Although high water resistance against seawater is required, the conventional connection structure may cause cracks or damage during long-term use, and its durability is extremely unreliable. there were.

【0005】[0005]

【課題を解決するための手段】本発明は上記に鑑み提案
されたもので、無機質系の板材の接続端面に連結溝を形
成し、この板材二枚の接続端面を突き合わせることによ
り二つの連結溝が対向する空間内に、鉄板若しくは炭素
繊維編物である支持材を介在させると共にエポキシ系接
着剤を充填したことを特徴とする板材の連結構造に関す
るものである。
SUMMARY OF THE INVENTION The present invention has been proposed in view of the above, and a connecting groove is formed in a connecting end face of an inorganic plate material, and two connecting members are abutted with each other to connect two plate members. The present invention relates to a plate material connecting structure characterized in that a support material, which is an iron plate or a carbon fiber knitted material, is interposed and an epoxy adhesive is filled in a space where the grooves face each other.

【0006】[0006]

【実施例】以下に、本発明を図面の実施例に基づいて説
明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to embodiments of the drawings.

【0007】本発明の板材の連結構造に適用する板材と
しては、例えばPIC板、PRC板、モルタル板等の無
機質系のものを使用するのであるが、用途に応じた材質
を適宜に選定して使用すれば良い。また、その形状につ
いても特に限定するものではないが、通常は成形の容易
な平板状に作製される場合が多いので、以下にも平板状
の板材1を使用した例を示す。
As the plate material applied to the connection structure of the plate materials of the present invention, inorganic materials such as PIC plate, PRC plate and mortar plate are used. You can use it. Further, the shape thereof is not particularly limited, but since it is usually formed in a flat plate shape which is easy to form, an example in which the flat plate material 1 is used will be shown below.

【0008】図1〜3に示す実施例では、板材1の端面
に内側が次第に狭まる形状の連結溝2を形成した。即
ち、板材1の幅25mm、連結みぞ2の開口部分5m
m、底部幅3mm、深さ8mmとした。この連結溝2の
形成方法としては、予め型枠内に突出部分を設けて打設
することにより連結溝2が形成された板材1を作製する
方法、平坦状の端面を有する板材1を形成した後にその
端面を掘設して連結溝2を形成する方法等があるが、特
に限定するものではない。また、その形状についても特
に限定するものではなく、或いは一端面に対して複数の
連結溝2を設けるようにしても良い。さらに、特に限定
するものではないが、側方からの海水等の浸入による影
響を少なくする場合には、図示実施例のように連結溝2
の長さ方向の端部が抜けていないもの、即ち、連結溝2
が細長の孔であるように形成すれば良い。
In the embodiment shown in FIGS. 1 to 3, a connecting groove 2 having a shape in which the inside is gradually narrowed is formed on the end surface of the plate material 1. That is, the plate material 1 has a width of 25 mm and the connecting groove 2 has an opening portion of 5 m.
m, bottom width 3 mm, and depth 8 mm. As a method of forming the connecting groove 2, a method of producing a plate material 1 in which the connecting groove 2 is formed by previously providing a projecting portion in a formwork and driving it, and forming a plate material 1 having a flat end surface There is a method of forming the connecting groove 2 by digging the end surface later, but the method is not particularly limited. Also, the shape is not particularly limited, or a plurality of connecting grooves 2 may be provided on one end surface. Further, although not particularly limited, in order to reduce the influence of intrusion of seawater or the like from the side, as in the illustrated embodiment, the connecting groove 2
Whose end in the length direction of the connector is not removed, that is, the connecting groove 2
May be formed as an elongated hole.

【0009】本発明は、上述のように作製した板材二枚
1,1を連結するに際し、各板材1,1の連結溝2,2
を対向させて突き合わせることにより形成される空間3
に鉄板若しくは炭素繊維編物である支持材4を介在させ
ると共にエポキシ系接着剤5を充填するのである。
According to the present invention, when the two plate materials 1, 1 produced as described above are connected, the connection grooves 2, 2 of each plate material 1, 1 are connected.
3 formed by facing and abutting
A support material 4 which is an iron plate or a carbon fiber knit is interposed between the two and the epoxy adhesive 5 is filled therein.

【0010】上記支持材4は、板材1,1と別部材であ
る場合と、予め一方の板材1と一体となっている場合と
の2つの態様がある。支持材4が板材1,1と別部材で
ある場合、短幅の支持材4を空間3内に施工者の手によ
って配置させるのであるが、その支持材4の幅は空間3
における一方の連結溝2の底部から他方の連結溝2の底
部までの隔たりと略同一であることが望ましい。こうす
ると、空間3内で支持材4がずれ動くことがないので、
施工作業を容易に行うことができると共に強度的にも安
定なものとなる。また、支持材4が予め一方の板材1と
一体となっている場合、この支持材4は板材1の成形時
に埋設されるのであるが、連結溝2の底部から突出させ
るように構成する。そして、その突出長さは上述のよう
に他方の連結溝2の底部まで達する長さであることが望
ましい。
The support member 4 has two modes, that is, it is a separate member from the plate members 1 and 1, and that it is integrated with one plate member 1 in advance. When the support material 4 is a member different from the plate materials 1 and 1, the support material 4 having a short width is arranged in the space 3 by the operator's hand, but the width of the support material 4 is the space 3
It is desirable that the distance from the bottom of one connecting groove 2 to the bottom of the other connecting groove 2 is substantially the same. In this way, the support member 4 does not move in the space 3,
The construction work can be performed easily and the strength is stable. Further, when the support member 4 is previously integrated with the one plate member 1, the support member 4 is embedded when the plate member 1 is molded, but it is configured to project from the bottom of the connection groove 2. It is desirable that the protruding length is a length that reaches the bottom of the other connecting groove 2 as described above.

【0011】また、エポキシ系接着剤5は特にその成分
及び配合を特定するものではない。ただし、その溶液粘
度は連結溝2の微細な凹凸に追従する程度の流動性を有
し、且つ空間3内に充填した際に硬化するまで流れ出な
い程度の粘性を有するように調整することが望ましい。
そして、特に支持材4として鉄板を使用した場合にはこ
の鉄板が外部に露出して錆を発生させることがないよう
に構成することが望ましい。また、このエポキシ系接着
剤5は連結溝2,2内だけでなく板材1の端面(連結溝
2が設けられない端面)上にも供給する。
Further, the epoxy adhesive 5 does not particularly specify its components and composition. However, it is desirable to adjust the solution viscosity so that it has fluidity that follows the minute irregularities of the connecting groove 2 and that it does not flow out until it hardens when it is filled in the space 3. .
In particular, when an iron plate is used as the support member 4, it is desirable that the iron plate is not exposed to the outside to cause rust. Further, the epoxy adhesive 5 is supplied not only in the connecting grooves 2 and 2 but also on the end surface of the plate material 1 (the end surface where the connecting groove 2 is not provided).

【0012】そして、板材1,1を突き合わせることに
より形成される空間3内に、前述の支持材4を介在させ
ると共に上述のエポキシ系接着剤5を充填するので、エ
ポキシ系接着剤5を硬化させることにより板材1,1が
一体的に連結される。尚、その際、前述のようにエポキ
シ系接着剤5は連結溝2,2内だけでなく、板材1の端
面上にも供給されているので、板材1,1はその端面同
士がエポキシ系接着剤5を介して接合することとなる。
Since the above-mentioned supporting material 4 is interposed and the above-mentioned epoxy adhesive 5 is filled in the space 3 formed by butting the plate materials 1 and 1, the epoxy adhesive 5 is cured. By doing so, the plate materials 1 and 1 are integrally connected. At this time, since the epoxy adhesive 5 is supplied not only in the connecting grooves 2 and 2 but also on the end faces of the plate material 1 as described above, the end surfaces of the plate materials 1 and 1 are epoxy-bonded to each other. It will be joined via the agent 5.

【0013】上述の本発明の連結構造は、その連結部分
に支持材4が配置されているので強度が極めて高いもの
となる。また、この連結部分にはエポキシ系接着剤5が
充填されているので、海水等の浸入を防止することがで
きる。したがって、このような連結構造を採る構築物は
全体に強度が高く、耐久性の高い構築物とすることがで
きる。
The above-mentioned connecting structure of the present invention has extremely high strength because the supporting member 4 is arranged at the connecting portion. Moreover, since the epoxy-based adhesive 5 is filled in the connecting portion, it is possible to prevent the intrusion of seawater or the like. Therefore, the structure adopting such a connection structure can be a structure having high strength and high durability as a whole.

【0014】特に前述のような支持材4が予め一方の板
材1に埋設されている場合には上記連結部分の強度は極
めて高いものとなる。また、さらに連結部分の強度を向
上させる方法としては、連結溝2,2の深さを大きくし
てそれに応じて支持材4の幅(若しくは連結溝2の底部
から突出部分)が大きいものを使用するなどの方法があ
る。
In particular, when the support member 4 as described above is embedded in the one plate member 1 in advance, the strength of the connecting portion becomes extremely high. Further, as a method for further improving the strength of the connecting portion, a method in which the depth of the connecting grooves 2 and 2 is increased and the width of the supporting member 4 (or the protruding portion from the bottom of the connecting groove 2) is increased accordingly is used. There is a method such as doing.

【0015】以上本発明を実施例に基づいて説明した
が、本発明は前記した実施例に限定されるものではな
く、特許請求の範囲に記載した構成を変更しない限りど
のようにでも実施することができる。
Although the present invention has been described above based on the embodiments, the present invention is not limited to the above-mentioned embodiments, and may be carried out in any manner as long as the configuration described in the claims is not changed. You can

【0016】[0016]

【発明の効果】以上説明したように、本発明の連結構造
は、PIC、PRC、モルタル板等の無機質系の板材の
接続端面に連結溝を形成し、この板材二枚の接続端面を
突き合わせることにより二つの連結溝が対向する空間内
に、鉄板若しくは炭素繊維編物である支持材を介在させ
ると共にエポキシ系接着剤を充填したので、従来のコン
クリートやモルタルを接合材として使用したものに比べ
て連結部分の強度が極めて高く、しかも海水等に対する
耐水性も極めて高いものとなる。
As described above, in the connecting structure of the present invention, the connecting groove is formed in the connecting end surface of the inorganic plate material such as PIC, PRC, mortar plate, etc., and the connecting end surfaces of the two plate materials are butted. As a result, the space between the two connecting grooves is made to interpose a supporting material, which is a steel plate or carbon fiber knitting, and is filled with an epoxy adhesive, so compared to the one using conventional concrete or mortar as a bonding material. The strength of the connecting portion is extremely high, and the water resistance against seawater is also extremely high.

【0017】したがって、本発明の連結構造を採用した
連結板材は、例えば湾岸沿いの滑走路などの施工におい
て設ける矢板として用いても、長期間に亙って高い強度
を保有し、クラックや損壊が発生する虞もなく、極めて
高い耐久性を維持することができるものとなる。
Therefore, the connecting plate material adopting the connecting structure of the present invention has high strength for a long period of time and is free from cracks and damages even when used as a sheet pile provided in construction of a runway along the coast, for example. It is possible to maintain extremely high durability without the risk of occurrence.

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

【図1】本発明の板材の連結構造の一例を示す分解斜視
図である。
FIG. 1 is an exploded perspective view showing an example of a plate material connection structure of the present invention.

【図2】図1の縦断面図である。FIG. 2 is a vertical sectional view of FIG.

【図3】連結状態を示す縦断面図である。FIG. 3 is a vertical sectional view showing a connected state.

【符号の説明】[Explanation of symbols]

1 板材 2 連結溝 3 空間 4 支持材 5 エポキシ系接着剤 1 plate material 2 connection groove 3 space 4 support material 5 epoxy adhesive

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 無機質系の板材の接続端面に連結溝を形
成し、この板材二枚の接続端面を突き合わせることによ
り二つの連結溝が対向する空間内に、鉄板若しくは炭素
繊維編物である支持材を介在させると共にエポキシ系接
着剤を充填したことを特徴とする板材の連結構造。
1. A support groove, which is an iron plate or a carbon fiber knit, is formed in a space where two connection grooves face each other by forming a connection groove on a connection end surface of an inorganic plate material and abutting the connection end surfaces of two plate materials. A connecting structure of plate materials, characterized in that a material is interposed and an epoxy adhesive is filled.
JP5080237A 1993-03-16 1993-03-16 How to connect sheet materials for sheet piles Expired - Fee Related JPH0826591B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5080237A JPH0826591B2 (en) 1993-03-16 1993-03-16 How to connect sheet materials for sheet piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5080237A JPH0826591B2 (en) 1993-03-16 1993-03-16 How to connect sheet materials for sheet piles

Publications (2)

Publication Number Publication Date
JPH06264519A true JPH06264519A (en) 1994-09-20
JPH0826591B2 JPH0826591B2 (en) 1996-03-13

Family

ID=13712733

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5080237A Expired - Fee Related JPH0826591B2 (en) 1993-03-16 1993-03-16 How to connect sheet materials for sheet piles

Country Status (1)

Country Link
JP (1) JPH0826591B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009509072A (en) * 2005-09-23 2009-03-05 シーカ・テクノロジー・アーゲー Tower structure
JP2019015053A (en) * 2017-07-05 2019-01-31 株式会社竹中工務店 Junction structure of wooden floor slab
JP2019148121A (en) * 2018-02-27 2019-09-05 株式会社熊谷組 Structure for joining wall balustrades to each other

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5239764U (en) * 1975-09-13 1977-03-22
JPS62151306U (en) * 1986-03-19 1987-09-25
JPH0495402U (en) * 1991-01-18 1992-08-19

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5239764U (en) * 1975-09-13 1977-03-22
JPS62151306U (en) * 1986-03-19 1987-09-25
JPH0495402U (en) * 1991-01-18 1992-08-19

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009509072A (en) * 2005-09-23 2009-03-05 シーカ・テクノロジー・アーゲー Tower structure
US8256174B2 (en) 2005-09-23 2012-09-04 Sika Technology Ag Tower construction
JP2019015053A (en) * 2017-07-05 2019-01-31 株式会社竹中工務店 Junction structure of wooden floor slab
JP2019148121A (en) * 2018-02-27 2019-09-05 株式会社熊谷組 Structure for joining wall balustrades to each other

Also Published As

Publication number Publication date
JPH0826591B2 (en) 1996-03-13

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