JPH08209813A - Waterproof crack inducing joint structure - Google Patents

Waterproof crack inducing joint structure

Info

Publication number
JPH08209813A
JPH08209813A JP4141295A JP4141295A JPH08209813A JP H08209813 A JPH08209813 A JP H08209813A JP 4141295 A JP4141295 A JP 4141295A JP 4141295 A JP4141295 A JP 4141295A JP H08209813 A JPH08209813 A JP H08209813A
Authority
JP
Japan
Prior art keywords
inducing
crack
joint
plates
waterproof
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
JP4141295A
Other languages
Japanese (ja)
Inventor
Sadamu Ono
定 小野
Masamitsu Eto
江渡正満
Kenji Nagura
名倉健二
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP4141295A priority Critical patent/JPH08209813A/en
Publication of JPH08209813A publication Critical patent/JPH08209813A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To expect both the induction of cracks and the waterproof effect and dispense with the installation of a water stop plate by forming an inducing member into a waterproof structure. CONSTITUTION: A crack inducing member 13 is installed on the inside of a crack inducing joint 12 provided in the longitudinal direction of a wall-shaped structure 11. The crack inducing member 13 is constituted of a pair of plates 14, 14 and an elastic water stop material 15 held between the plates 14, 14. The crack inducing member 13 is installed so that the water stop material 15 is faced to the bottom face 12a of the crack inducing joint 12.

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、コンクリート造の壁
状の構造物等に発生するひび割れを所要個所に誘発させ
て、他の部分でのひび割れの発生を制御する防水型のひ
び割れ誘発目地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 waterproof crack-inducing joint structure for inducing cracks in a concrete wall-shaped structure or the like at a required location and controlling the occurrence of cracks in other portions. It is about.

【0002】[0002]

【従来の技術】壁状の構造物等におけるひび割れは、構
造物の長手方向に一定間隔で断面積を部分的に減少する
目地を設け、その目地部分にひび割れを誘発させること
によって制御している。
2. Description of the Related Art Cracks in a wall-shaped structure or the like are controlled by providing joints that partially reduce the cross-sectional area at regular intervals in the longitudinal direction of the structure and inducing cracks in the joints. .

【0003】図4及び図5は、従来のひび割れ誘発目地
構造の1例を示すもので、壁状の構造物1の長手方向
に、一定間隔で平断面形状が台形の溝による断面部分減
少部分を設け、その溝をひび割れ誘発目地2としてい
る。この誘発目地2の内側の構造物内には合成樹脂板や
鉄板などによるひび割れ誘発部材3が、誘発目地2の底
面2aに対し直角位置させて設置してあり、さらに誘発
部材3の後方に防水板4を長手方向に設置している。な
お、5は主筋、6は配力筋を示す。
FIGS. 4 and 5 show an example of a conventional crack-inducing joint structure. In the longitudinal direction of the wall-shaped structure 1, a reduced cross-section part is formed by grooves having a trapezoidal flat cross-section at regular intervals. Is provided, and the groove is used as a crack-inducing joint 2. A crack inducing member 3 made of a synthetic resin plate, an iron plate, or the like is installed in the structure inside the inducing joint 2 so as to be positioned at a right angle to the bottom surface 2a of the inducing joint 2, and further waterproof behind the inducing member 3. The plate 4 is installed in the longitudinal direction. In addition, 5 shows a main muscle and 6 shows a distribution muscle.

【0004】[0004]

【発明が解決しようとする課題】このような従来構造で
は、上記誘発目地2と誘発部材3とによって、構造物1
に一定間隔でひび割れ7が誘発されるようになり、これ
により他の部分におけるひび割れが制御される。このひ
び割れ7は防水モルタルなどの注入により後処理理され
る場合もあるが、そのひび割れ7は防水板4を越えて構
造物1の深部まで生ずる場合もある。このような事態で
は防水板4としての効果が失われ、誘発したひび割れ7
により構造物1の防水性が損なわれることになる。
In such a conventional structure, the structure 1 is constructed by the induction joint 2 and the induction member 3 described above.
Then, cracks 7 are induced at regular intervals, which controls cracks in other parts. The cracks 7 may be post-treated by injection of waterproof mortar or the like, but the cracks 7 may occur beyond the waterproof plate 4 to a deep portion of the structure 1. In such a situation, the effect as the waterproof plate 4 is lost, and the cracks 7 caused are induced.
As a result, the waterproofness of the structure 1 is impaired.

【0005】この発明は、上記従来の課題を解決するた
めに考えられたものであって、その目的は誘発部材を防
水構造に構成することによって、ひび割れの誘発と防水
効果の両方を期待することができ、また止水板の設置を
不要とする新たな構成の防水型ひび割れ誘発目地構造を
提供することにある。
The present invention was conceived in order to solve the above-mentioned conventional problems, and its purpose is to expect both crack induction and waterproof effect by forming the induction member in a waterproof structure. Another object of the present invention is to provide a waterproof crack-inducing joint structure having a new structure that does not require installation of a water stop plate.

【0006】[0006]

【課題を解決するための手段】上記目的によるこの発明
は、壁状構造物の長手方向に設けられたひび割れ誘発目
地の内側に、所要の一対の板体と該板体の間に挟持した
弾性を有する止水材とからなるひび割れ誘発部材を、誘
発目地の底面に上記止水材を位置させて設置してなる、
というものである。
The present invention according to the above object provides an elastic member sandwiched between a required pair of plates and inside a crack-inducing joint provided in the longitudinal direction of a wall-shaped structure. A crack inducing member consisting of a water blocking material having, and the water blocking material being placed on the bottom surface of the induced joint and installed.
That is.

【0007】上記誘発部材の板体としては、合成樹脂
板、金属板などを採用することができ、使用にあたって
は構造物のコンクリートと接する外側面を粗面或いは任
意形状の凹凸面に形成することが好ましく、板体とコン
クリートとの付着力の増大を目的として、外側面に接着
剤を塗布してもよい。また内側面は平坦面とするが、上
記止水材の設置部分については止水材の断面形状に適合
する状態に形成するのが好ましい。
As the plate member of the inducing member, a synthetic resin plate, a metal plate or the like can be adopted, and the outer surface of the structure in contact with concrete is formed into a rough surface or an uneven surface of an arbitrary shape. However, an adhesive may be applied to the outer side surface for the purpose of increasing the adhesive force between the plate body and the concrete. Further, the inner side surface is a flat surface, but it is preferable that the installation portion of the water blocking material is formed in a state conforming to the cross-sectional shape of the water blocking material.

【0008】また上記止水材としては、ブチルゴム製の
ものが最も好ましいが、他の合成ゴム、合成天然ゴム等
によるものであってもよい。この止水材は一対の板体の
内側面に接着されて板体間に挟持状態で位置し、板体間
を水密に閉ざして漏水を防止する。この漏水防止の目的
から、止水材は板体間の中央部にサンドイッチ状に施し
てもよいが、コンクリート中に埋設する際の誘発部材の
バランスを保つ上では、板体間の前後二個所に並行に施
すことが最も好ましい。
The water blocking material is most preferably made of butyl rubber, but may be made of other synthetic rubber, synthetic natural rubber or the like. The water blocking member is adhered to the inner side surfaces of the pair of plate bodies and is sandwiched between the plate bodies, and the plate bodies are watertightly closed to prevent water leakage. For the purpose of preventing water leakage, the waterproofing material may be applied in a sandwich shape in the central part between the plates, but in order to maintain the balance of the inducing member when embedding it in concrete, there are two places before and after the plates. It is most preferable to apply them in parallel.

【0009】[0009]

【作 用】上記構成では、板体間の止水材の弾性によっ
て誘発部材は外圧に対して融通性を有する。したがって
設置時にはコンクリート圧により止水材がある程度圧縮
された状態で誘発目地の内側に位置している。また誘発
部材の融通性から誘発目地部分にひび割れが誘発され易
くなる。ひび割れが誘発されると誘発部材に対する外圧
が緩和され、それに応じて止水材が弾性復元ならびに水
との反応により膨張するようになるので、一対の板体は
ひび割れに追随して外側に可動し板体間が拡がる。しか
し板体間は止水材により閉鎖された状態にあるので、誘
発目地からひび割れに侵入した雨水などはその止水材に
より内部への浸水が防止され、ひび割れが構造物の深部
まで誘発されていても漏水の虞はなくなる。
[Operation] In the above structure, the inducing member has flexibility with respect to external pressure due to the elasticity of the water blocking material between the plates. Therefore, at the time of installation, the waterproof material is located inside the induced joint with the concrete pressure being compressed to some extent by the concrete pressure. Also, due to the flexibility of the induction member, cracks are easily induced in the induction joint. When a crack is induced, the external pressure on the inducing member is relieved, and the waterproof material expands due to elastic recovery and reaction with water accordingly, so that the pair of plates move outward following the crack. The space between plates expands. However, since the space between the plates is closed by the waterproofing material, rainwater that has entered the cracks from the joints is prevented from entering the interior by the waterproofing material, and the cracks are induced deep into the structure. However, there is no risk of water leakage.

【0010】[0010]

【実施例】図1から図3の各図はこの発明の実施例を示
すもので、11はコンクリートの壁状の構造物、12は
構造物11の長手方向に一定間隔毎に設けたひび割れ誘
発目地である。この誘発目地12は平断面形状が台形、
三角形の溝によるもので、その内側のコンクリート内に
ひび割れ誘発部材13が設置してある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Each of FIGS. 1 to 3 shows an embodiment of the present invention, in which 11 is a concrete wall-shaped structure, and 12 is crack induction provided at regular intervals in the longitudinal direction of the structure 11. It is a joint. This induction joint 12 has a trapezoidal flat cross section,
It is formed by a triangular groove, and a crack inducing member 13 is installed in concrete inside the groove.

【0011】この誘発部材13は合成樹脂製で外側面を
凹凸面に形成した一対の板体14,14と、該板体14
の間の両端部に縁辺に沿って接着挟持したブチルゴムに
よる弾性の止水材15,15とからなり、上記誘発目地
12の底面12aに上記止水材15の一方を対向位置さ
せて設置してある。
The inducing member 13 is made of a synthetic resin and has a pair of plate members 14 and 14 each having an uneven outer surface, and the plate member 14.
It is composed of an elastic water blocking material 15, 15 made of butyl rubber, which is adhered and sandwiched along the edges at both ends between, and one of the water blocking materials 15 is installed on the bottom surface 12a of the induction joint 12 so as to face each other. is there.

【0012】上記誘発部材13は、構造物11の主筋1
6及び配力筋17の配筋後のコンクリート打設前に、誘
発目地12の位置ごとに縦に組み込まれ、図では省略し
たが適宜の手段により保持する。この際、板体間が打設
コンクリートの侵入ににより埋まらないように、誘発部
材13の上下開口をシールして置くとよい。
The inducing member 13 is the main bar 1 of the structure 11.
6 and the reinforcement bars 17 are laid vertically for each position of the induction joints 12 before the concrete is placed after the reinforcement, and although not shown in the figure, they are held by appropriate means. At this time, it is advisable to seal the upper and lower openings of the inducing member 13 so as to prevent the space between the plates from being filled by the intrusion of the poured concrete.

【0013】打設コンクリート内に埋設された状態の誘
発部材13では、それ自体が板体間の止水材15,15
の弾性によって外圧に対し融通性を有するので、コンク
リート圧により或る程度収縮した状態で誘発目地12の
内側に位置している。しかしコンクリートの温度の変化
によるたひび割れ発生時には、誘発部材13の融通性か
ら誘発目地12によるひび割れ18の誘発の障害となる
ようなことはなく、むしろ誘発目地12と相俟ってひび
割れを誘発し易くする。
In the inducing member 13 embedded in the cast concrete, the water-inducing material 15, 15 between the plate bodies is itself formed.
Since it has flexibility with respect to external pressure due to its elasticity, it is located inside the induction joint 12 in a state of being contracted to some extent by concrete pressure. However, when cracking occurs due to a change in the temperature of the concrete, the flexibility of the inducing member 13 does not hinder the induction of the crack 18 by the inducing joint 12, but rather the cracking is induced in cooperation with the inducing joint 12. Make it easier.

【0014】ひび割れが18が誘発されると、それに伴
って誘発部材13に対する外圧も緩和され、止水材1
5,15は弾性復元およびは水との反応により膨張す
る。これにより一対の板体14,14はひび割れに追随
して外側に可動し板体間を拡げる。しかし板体間は止水
材15,15により閉鎖された状態にあるので、ひび割
れ17は途中で止水材に15,15より遮られた状態と
なり、誘発目地12からひび割れ17への浸水はその部
分で阻止されて誘発部材13より内部には浸水しなくな
る。
When the crack 18 is induced, the external pressure on the inducing member 13 is alleviated accordingly, and the water blocking material 1
5 and 15 expand due to elastic recovery and reaction with water. As a result, the pair of plates 14, 14 follow the crack and move outward to expand the space between the plates. However, since the space between the plates is closed by the water blocking materials 15 and 15, the cracks 17 are blocked by the water blocking materials 15 and 15 on the way, and the infiltration of water from the induced joint 12 to the cracks 17 occurs. It is blocked by the part and does not infiltrate the inside of the inducing member 13.

【0015】図3の各図は誘発部材13の他の構造を例
示するもので、(A)図は板体14,14の内側両端部
14aを段部に形成し、その段部間に断面四角形の止水
材15を嵌合して接着挟持した例を示すものである。
(B)図は板体14,14の内側両端部14aを傾斜面
に形成し、その段部間に断面三角形の止水材15を嵌合
して接着挟持した例を示すものである。(C)図は板体
14,14の内側の対向個所に半円形の縦溝14b,1
4bを設け、この縦溝間に断面円形の止水材15を嵌合
して接着挟持した例を示すものである。これらの実施例
では止水材15,15の収まりがよく、誘発部材13の
バランスもよくなるので取り扱い易いものとなる。
3A and 3B exemplify another structure of the inducing member 13, and FIG. 3A shows that both inner end portions 14a of the plate members 14 and 14 are formed in a step portion and a cross section is formed between the step portions. The figure shows an example in which a quadrangular waterproof material 15 is fitted and sandwiched by adhesion.
FIG. 3B shows an example in which both inner end portions 14a of the plate bodies 14 and 14 are formed into inclined surfaces, and a water blocking material 15 having a triangular cross section is fitted and sandwiched between the step portions. (C) The figure shows a semicircular vertical groove 14b, 1 at a facing position inside the plate 14, 14.
4b is provided, and a water blocking material 15 having a circular cross section is fitted between the vertical grooves and bonded and sandwiched. In these examples, the water blocking members 15 and 15 fit well, and the inducing member 13 has a good balance, so that it is easy to handle.

【0016】なお、実施例は壁状の構造物の半部を部分
的に示して説明したものであり、上記誘発目地及び誘発
部材は従来と同様に構造物の両側の同一位置に設けられ
ることも当然に有り得るので、この発明は実施例に記載
のものに制限されるものではない。
The embodiment is described by partially showing a half part of a wall-shaped structure, and the above-mentioned induction joint and induction member are provided at the same position on both sides of the structure as in the conventional case. As a matter of course, the present invention is not limited to those described in the embodiments.

【0017】[0017]

【発明の効果】この発明は上述のように、 壁状の構造
物に設けられたひび割れ誘発目地の内側に、一対の板体
と該板体の間に挟持した弾性を有する止水材とからなる
ひび割れ誘発部材を設置したので、その誘発部材におけ
る融通性と誘発目地とにより従来構造よりもひび割れの
誘発効果が向上し、ひび割れの注入処理も誘発部材まで
行えばよいので確実となり、処理材の使用量も低減す
る。
As described above, according to the present invention, a pair of plate bodies and an elastic water blocking material sandwiched between the plate bodies are provided inside a crack-inducing joint provided in a wall-shaped structure. Since a crack inducing member is installed, the flexibility of the inducing member and the inducing joint improve the effect of inducing cracks more than the conventional structure. The amount used is also reduced.

【0018】また誘発部材の止水材は誘発したひび割れ
を遮るでので浸水は誘発部材より内部に進行することは
ないので、従来構造が要した止水板の設置が不要とな
り、設置に要する費用の節減と手間が省ける。
Further, since the water blocking material of the inducing member blocks the induced cracks, the infiltration of water does not proceed to the inside of the inducing member, so that it is not necessary to install the water blocking plate, which is required in the conventional structure, and the cost required for installation Saves time and effort.

【0019】誘発部材は一対の板体間に適宜の弾性を有
する止水材を挟持するだけで構成できるので簡単であ
り、保守管理や設置にも特別な手数を要しないので取り
扱い易いなどの特長を有する。
The inducing member is simple because it can be constructed simply by sandwiching a water blocking material having an appropriate elasticity between a pair of plates, and it is easy to handle because it does not require any special labor for maintenance and installation. Have.

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

【図1】 この発明に係る防水型ひび割れ誘発目地構造
の1実施例の平断面図である。
FIG. 1 is a plan sectional view of an embodiment of a waterproof crack-inducing joint structure according to the present invention.

【図2】 同上のひび割れ誘発状態を説明する平断面図
である。
FIG. 2 is a plan sectional view for explaining a crack inducing state of the above.

【図3】 (A)(B)(C)は平断面構造を異にする
ひび割れ誘発部材の実施例の部分斜視図である。
3 (A), (B), and (C) are partial perspective views of an embodiment of a crack inducing member having a different plane sectional structure.

【図4】 従来のひび割れ誘発目地構造の1実施例の平
断面図である。
FIG. 4 is a plan sectional view of an example of a conventional crack-inducing joint structure.

【図5】 同上のひび割れ誘発状態を説明する平断面図
である。
FIG. 5 is a plan sectional view for explaining a crack inducing state of the same.

【符号の説明】[Explanation of symbols]

11 壁状の構造物 12 ひび割れ誘発目地 13 ひび割れ誘発部材 14 板体 15 止水材 11 Wall-like structure 12 Crack-inducing joint 13 Crack-inducing member 14 Plate 15 Water-stopping material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 壁状の構造物の長手方向に設けられたひ
び割れ誘発目地の内側に、所要の一対の板体と該板体の
間に挟持した弾性を有する止水材とからなるひび割れ誘
発部材を、誘発目地の底面に上記止水材を位置させて設
置してなることを特徴とする防水型ひび割れ誘発目地構
造。
1. A crack inducing device comprising a required pair of plates and an elastic water blocking material sandwiched between the plates inside a crack inducing joint provided in the longitudinal direction of a wall-shaped structure. A waterproof crack-inducing joint structure, characterized in that the above-mentioned waterproofing material is placed on the bottom surface of the inducing joint and the member is installed.
JP4141295A 1995-02-07 1995-02-07 Waterproof crack inducing joint structure Pending JPH08209813A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4141295A JPH08209813A (en) 1995-02-07 1995-02-07 Waterproof crack inducing joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4141295A JPH08209813A (en) 1995-02-07 1995-02-07 Waterproof crack inducing joint structure

Publications (1)

Publication Number Publication Date
JPH08209813A true JPH08209813A (en) 1996-08-13

Family

ID=12607651

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4141295A Pending JPH08209813A (en) 1995-02-07 1995-02-07 Waterproof crack inducing joint structure

Country Status (1)

Country Link
JP (1) JPH08209813A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006090039A (en) * 2004-09-24 2006-04-06 Takenaka Komuten Co Ltd Bearing wall structure
JP2011236639A (en) * 2010-05-11 2011-11-24 Ohbayashi Corp Water cut-off structure applicable to induced crack, water cut-off member used therefor, and construction method of the water cut-off structure applicable to induced crack
JP2011236641A (en) * 2010-05-11 2011-11-24 Ohbayashi Corp Crack inducing plate, crack inducing structure using the same, and construction method of the structure
CN103526833A (en) * 2013-10-23 2014-01-22 华煜建设集团有限公司 Waterproof structure of bathroom
KR20200039134A (en) * 2018-10-05 2020-04-16 현대건설주식회사 C-type device for shrinkage crack repair

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006090039A (en) * 2004-09-24 2006-04-06 Takenaka Komuten Co Ltd Bearing wall structure
JP4555648B2 (en) * 2004-09-24 2010-10-06 株式会社竹中工務店 Bearing wall structure
JP2011236639A (en) * 2010-05-11 2011-11-24 Ohbayashi Corp Water cut-off structure applicable to induced crack, water cut-off member used therefor, and construction method of the water cut-off structure applicable to induced crack
JP2011236641A (en) * 2010-05-11 2011-11-24 Ohbayashi Corp Crack inducing plate, crack inducing structure using the same, and construction method of the structure
CN103526833A (en) * 2013-10-23 2014-01-22 华煜建设集团有限公司 Waterproof structure of bathroom
KR20200039134A (en) * 2018-10-05 2020-04-16 현대건설주식회사 C-type device for shrinkage crack repair

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