JPH0967906A - Freezing damage preventing construction for concrete - Google Patents

Freezing damage preventing construction for concrete

Info

Publication number
JPH0967906A
JPH0967906A JP24533695A JP24533695A JPH0967906A JP H0967906 A JPH0967906 A JP H0967906A JP 24533695 A JP24533695 A JP 24533695A JP 24533695 A JP24533695 A JP 24533695A JP H0967906 A JPH0967906 A JP H0967906A
Authority
JP
Japan
Prior art keywords
concrete
water
moisture permeable
waterproof
frost damage
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
JP24533695A
Other languages
Japanese (ja)
Inventor
Tetsuji Sato
哲司 佐藤
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP24533695A priority Critical patent/JPH0967906A/en
Publication of JPH0967906A publication Critical patent/JPH0967906A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent water from invading into concrete and from staying therein by laminating waterproof moisture permeable sheets as a waterproof moisture permeable layer on the position apt to contact with water and be repeatedly frozen and melted by the use of adhesive and the like. SOLUTION: At a new construction work of a building, a waterproof moisture permeable sheet 12 is stuck on the surface of concrete 11 as a mending work for preventing freezing damage. At this time, rain water or snow water is prevented from invading into concrete 11, and from staying therein, even if it is submerged from the joint of the sheet 12 or a broken position. When the waterproof moisture permeable sheet 12 is stuck on the surface of concrete 11 of eaves, submersion is prevented even when snow water is supplied from fallen snow on the eaves for a long term. Even if concrete is invaded by water, water is discharged in the state of water vapor, and stay of water in the concrete 11 is obstructed so as to previously prevent freezing damage of the eaves.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート構造
物の凍害を防止することができる構造に関する。
TECHNICAL FIELD The present invention relates to a structure capable of preventing frost damage of a concrete structure.

【0002】[0002]

【従来の技術】寒冷地においては、コンクリート構造物
が凍害による被害を受けることがある。凍害は、コンク
リート中の水分が凍結融解を繰り返すことにより、ひび
割れの発生や表層部の剥離を招き、表層に近い部分から
コンクリートが劣化していく現象であるが、セメント水
和反応に寄与せずにコンクリート内に残留した水による
劣化の程度は一般に軽微であり、外部からの水の浸透が
凍害を引き起こす大きな要因となっている。
2. Description of the Related Art In cold regions, concrete structures are sometimes damaged by frost damage. Frost damage is a phenomenon in which the water in the concrete repeatedly freezes and thaws, causing cracks and peeling of the surface layer, and the concrete deteriorates from the part near the surface, but it does not contribute to the cement hydration reaction. In particular, the degree of deterioration due to water remaining in concrete is generally slight, and the permeation of water from the outside is a major factor causing frost damage.

【0003】したがって、融雪水の水切り不良によって
常に濡れており、かつ日射等による温度変化を受けやす
い箇所、すなわち、軒先、庇、ベランダなどの水平突出
部や、パラペット、屋上スラブ面、外階段等において凍
害が生じやすい。また、土木構造物では、道路橋、防波
堤などで凍害の被害を受けやすい。
Therefore, a place which is constantly wet due to poor drainage of snowmelt water and is susceptible to temperature changes due to sunlight, that is, horizontal projections such as eaves, eaves, balconies, parapets, rooftop slabs, outer stairs, etc. Freezing damage is likely to occur in. In addition, civil engineering structures are vulnerable to frost damage on road bridges and breakwaters.

【0004】図4は、このような凍害によるコンクリー
ト劣化をパラペットを例として示したものであり、同図
でわかるように、パラペット1の内側から浸入した水
は、打継ぎ2に沿ってコンクリート内を流れ、外壁に面
した部分3に凍害を発生させる。
FIG. 4 shows the deterioration of concrete due to such frost damage as an example of a parapet. As can be seen in FIG. 4, the water that has infiltrated from the inside of the parapet 1 flows along the spit 2 into the concrete. To cause frost damage to the portion 3 facing the outer wall.

【0005】凍害を防止するには、設計の際に水切り方
法や断熱工法といった点に配慮するほか、AE剤を用い
てコンクリート中に微細な気泡を導入する、水セメント
比を小さくする等の方法が有効であり、さらに、コンク
リート内への水の供給を断ち切るために、金属板や防水
シートなどでコンクリート面を覆う方法も知られてい
る。
In order to prevent frost damage, consideration should be given to a draining method and a heat insulation method at the time of designing, and methods such as introducing fine air bubbles into concrete using an AE agent and reducing the water-cement ratio. Is also effective, and there is also known a method of covering the concrete surface with a metal plate or a waterproof sheet in order to cut off the supply of water into the concrete.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、金属板
や防水シート等を用いた方法では、何らかの理由でコン
クリート内に水が浸入した場合、その水は、防水シート
等が存在するために外気への蒸発が妨げられ、コンクリ
ート内に滞留してしまうという問題を生じていた。
However, in the method using a metal plate, a waterproof sheet or the like, when water penetrates into the concrete for some reason, the water is exposed to the outside air due to the presence of the waterproof sheet and the like. There was a problem that evaporation was hindered and it stayed in the concrete.

【0007】本発明は、上述した事情を考慮してなされ
たもので、コンクリート内への水の浸入を防止するとと
もに、いったん浸入した水の滞留を防止可能なコンクリ
ートの凍害防止構造を提供することを目的とする。
The present invention has been made in consideration of the above-mentioned circumstances, and provides a structure for preventing frost damage of concrete which can prevent the infiltration of water into the concrete and can prevent the retention of the water once invaded. With the goal.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するた
め、本発明に係るコンクリートの凍害防止構造は請求項
1に記載したように、コンクリート表面に防水透湿層を
積層したものである。
In order to achieve the above object, the structure for preventing frost damage of concrete according to the present invention has a waterproof and moisture permeable layer laminated on the surface of concrete as described in claim 1.

【0009】また、本発明に係るコンクリートの凍害防
止構造は請求項2に記載したように、防水透湿層を所定
の透湿性断熱層を介してコンクリート表面に積層したも
のである。
The structure for preventing frost damage of concrete according to the present invention has a waterproof and moisture permeable layer laminated on the surface of the concrete through a predetermined moisture permeable heat insulating layer.

【0010】本発明に係るコンクリートの凍害防止構造
においては、防水透湿層がコンクリート内への水の供給
を断ち切るとともに、コンクリート内の水を水蒸気の形
で外気に放散させ、コンクリート内に水を滞留させな
い。そのため、コンクリート中に含まれる水の量は大幅
に低減される。
In the structure for preventing frost damage of concrete according to the present invention, the waterproof and moisture permeable layer cuts off the supply of water into the concrete, and the water in the concrete is diffused into the outside air in the form of steam to release the water in the concrete. Do not let it stay. Therefore, the amount of water contained in concrete is greatly reduced.

【0011】ここで、防水透湿層とコンクリート表面と
の間に透湿性断熱層を挟んだ場合は、コンクリート内の
温度が緩和されるとともに、コンクリート内の水分が蒸
発しやすくなる。
Here, when a moisture permeable heat insulating layer is sandwiched between the waterproof moisture permeable layer and the concrete surface, the temperature in the concrete is relaxed and the water in the concrete easily evaporates.

【0012】[0012]

【発明の実施の形態】以下、本発明に係るコンクリート
の凍害防止構造の実施の形態について、添付図面を参照
して説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a frost damage prevention structure for concrete according to the present invention will be described below with reference to the accompanying drawings.

【0013】図1(a) は、本発明に係るコンクリートの
凍害防止構造を建築構造物のパラペットに適用した例を
示したものである。同図でわかるように、本実施形態に
係る凍害防止構造は、パラペットを形成するコンクリー
ト11の表面のうち、水に接しやすくかつ凍結融解を繰
り返し受けやすい箇所、すなわち、外壁部分、笠木部
分、内側立ち上がり部分および屋上部分に接着剤等を用
いて防水透湿層としての防水透湿シート12を積層して
ある。
FIG. 1 (a) shows an example in which the structure for preventing frost damage of concrete according to the present invention is applied to a parapet of a building structure. As can be seen in the figure, the frost damage prevention structure according to the present embodiment is a part of the surface of the concrete 11 forming the parapet, which is easy to come into contact with water and is susceptible to repeated freezing and thawing, that is, the outer wall part, the head part, the inner side. A waterproof / moisture permeable sheet 12 as a waterproof / moisture permeable layer is laminated on the rising portion and the rooftop portion using an adhesive or the like.

【0014】防水防湿シート12は、水滴を通しにくく
水蒸気を通しやすい特性を持った素材であり、例えば、
壁体内結露を防止する目的として各種市販されている耐
久性に優れた建築用シートを用いればよい。具体的に
は、ポリエチレンの極細繊維に高圧高熱を加えてシート
状に加工したもの(商品名タイベック、デュポン社
製)、ミクロの均一細孔を有した多孔質フィルムに強度
の強い不織布をラミネートしたもの(商品名タフシー
ト、三井東圧化学製)等がある。また、ポリテトラフロ
ロエチレン(PTFE)を延伸加工して微細な連続多孔
質構造を持たせ、これに不織布を積層して所定の強度を
持たせたもの(商品名ゴアテックスラミネート)を使用
してもよい。
The waterproof / moisture-proof sheet 12 is made of a material having a characteristic that it is difficult for water droplets to pass through and water vapor easily pass through.
For the purpose of preventing dew condensation in the wall, various commercially available building sheets with excellent durability may be used. Specifically, polyethylene ultrafine fibers are processed into a sheet by applying high pressure and high heat (trade name: Tyvek, manufactured by DuPont), and a strong non-woven fabric is laminated on a porous film having micro uniform pores. There are products (trade name Tough Sheet, manufactured by Mitsui Toatsu Chemicals), etc. Also, polytetrafluoroethylene (PTFE) is stretched to have a fine continuous porous structure, and a nonwoven fabric is laminated on this to give a predetermined strength (trade name GORE-TEX Laminate). Good.

【0015】本実施形態に係るコンクリートの凍害防止
構造においては、建築物の新築工事の際に、あるいは凍
害防止のための補修工事としてコンクリート11の表面
に防水透湿シート12を接着剤等で張り付ける。
In the structure for preventing frost damage of concrete according to the present embodiment, the waterproof / moisture permeable sheet 12 is attached to the surface of the concrete 11 at the time of new construction of a building or as repair work for preventing frost damage with an adhesive or the like. It

【0016】すると、防水透湿シート12は、図1(a)
に示すように、雨水や融雪水がコンクリート11内に浸
入するのを阻止する一方(実線矢印)、万一、シートの
継ぎ目や破損個所からコンクリート11内に水が浸入し
たとしても、かかる水を水蒸気の形で外気に放出する役
目を果たす(破線矢印)。そのため、コンクリート11
内に水が滞留することはない。
Then, the waterproof / moisture permeable sheet 12 is shown in FIG.
As shown in, while preventing rainwater and snow melting water from entering the concrete 11 (solid line arrow), even if water enters the concrete 11 from the seam of the sheet or the damaged part, the It serves to release to the atmosphere in the form of water vapor (dashed arrow). Therefore, concrete 11
Water does not stay inside.

【0017】以上説明したように、本実施形態に係るコ
ンクリートの凍害防止構造によれば、防水透湿シートに
よってコンクリート内への水の浸入並びにコンクリート
内での水の滞留が防止され、コンクリートの含水量は、
冬期においても大幅に減少する。
As described above, according to the structure for preventing frost damage of concrete according to the present embodiment, the waterproof and moisture permeable sheet prevents water from entering into the concrete and stagnation of water in the concrete. The amount of water is
It will also decrease significantly in winter.

【0018】そのため、AE剤の使用や水セメント比の
調整を行わなくても凍害を未然に防止することが可能と
なるとともに、水切り等に特別の配慮を行う必要も軽減
されるので、設計上の自由度も増す。
Therefore, it is possible to prevent frost damage even without using an AE agent or adjusting the water-cement ratio, and the need to give special consideration to draining is reduced. The degree of freedom of is also increased.

【0019】本実施形態では、本発明に係る凍害防止構
造を建築構造物のパラペット部分に適用したが、かかる
箇所でなくとも、庇、屋上スラブ、外階段、外壁その他
水に接しやすくかつ凍結融解を繰り返し受けやすいあら
ゆる部位に適用することができる。
In the present embodiment, the frost damage prevention structure according to the present invention is applied to the parapet portion of a building structure. Can be applied to any part that is susceptible to repeated use.

【0020】図1(b) は、庇を形成するコンクリート1
1の表面に上述した防水透湿シート12を取り付けた様
子を示したものである。かかる構成によれば、庇の上に
積もった雪から長期にわたって融雪水が供給されたとし
ても、防水透湿シート12によってコンクリート11内
へは浸入せず、万一浸入しても内部に滞留せずに蒸発す
るので、庇の凍害は未然に防止される。
FIG. 1 (b) shows concrete 1 forming an eaves.
1 shows a state in which the above-mentioned waterproof / moisture permeable sheet 12 is attached to the surface of 1. According to such a configuration, even if the snowmelt water is supplied from the snow accumulated on the eaves for a long period of time, the waterproof / moisture permeable sheet 12 does not penetrate into the concrete 11, and even if it does, it stays inside. As it evaporates without being frozen, frost damage to the eaves is prevented.

【0021】また、本発明は、建築構造物のみならず、
道路橋、ダム、港湾施設等の土木構造物にも適用するこ
とができる。図2は、本発明を道路橋に適用した例を示
した斜視図であり、上部工の地覆21の上面および側面
並びに下部工の橋台22の両端部分に上述した防水透湿
シート12を取り付けてある。
The present invention is not limited to a building structure,
It can also be applied to civil engineering structures such as road bridges, dams, and port facilities. FIG. 2 is a perspective view showing an example in which the present invention is applied to a road bridge, and the above-mentioned waterproof / moisture permeable sheet 12 is attached to the upper and side surfaces of the ground cover 21 of the superstructure and both end portions of the abutment 22 of the substructure. There is.

【0022】かかる構成によれば、地覆21の凍害ひい
ては高欄23の損壊を未然に防止して歩行者等の安全を
確保することが可能となる。また、地覆21の側方から
水が流れ落ちて橋台22を濡らしたとしても、橋台22
の凍害を未然に防止することが可能となる。
According to this structure, it is possible to prevent frost damage to the ground cover 21 and damage to the balustrade 23 in advance, thereby ensuring the safety of pedestrians and the like. In addition, even if water flows down from the side of the ground cover 21 and wets the abutment 22,
It is possible to prevent the frost damage of the.

【0023】また、本実施形態では、防水透湿シートを
コンクリートの表面に直接積層するようにしたが、図3
に示すように、コンクリート11の表面に透湿性断熱層
としての断熱材31を張り付け、その上に防水透湿シー
ト12を積層するようにしてもよい。かかる構成によれ
ば、断熱材31によってコンクリート11内の温度が緩
和されるので、防水透湿シート12による水浸入防止効
果と相まって凍害を効率的に防止することが可能とな
る。
Further, in this embodiment, the waterproof / moisture permeable sheet is directly laminated on the surface of concrete.
As shown in, a heat insulating material 31 as a moisture permeable heat insulating layer may be attached to the surface of the concrete 11, and the waterproof moisture permeable sheet 12 may be laminated thereon. According to such a configuration, the temperature inside the concrete 11 is relieved by the heat insulating material 31, so that it becomes possible to effectively prevent frost damage in combination with the effect of preventing water from entering by the waterproof and moisture permeable sheet 12.

【0024】なお、コンクリート11の表面にスペーサ
を取付け、その上に防水透湿シート12を配設するよう
にしてもよい。かかる構成においては、コンクリート1
1と防水透湿シート12との間に透湿性断熱層としての
通気層が形成され、コンクリート内の水分が外気に放散
されやすくなる。
A spacer may be attached to the surface of the concrete 11 and the waterproof / moisture permeable sheet 12 may be disposed thereon. In such a configuration, concrete 1
1 and the waterproof / moisture permeable sheet 12 form a breathable layer as a moisture permeable heat insulating layer, so that the moisture in the concrete is easily diffused to the outside air.

【0025】[0025]

【発明の効果】以上述べたように、本発明に係るコンク
リートの凍害防止構造は、コンクリート表面に防水透湿
層を積層したので、コンクリート内への水の浸入を防止
するとともに、いったん浸入した水の滞留を防止して凍
害を未然に防止することが可能となる。
As described above, since the structure for preventing freezing damage of concrete according to the present invention has a waterproof and moisture-permeable layer laminated on the surface of concrete, it prevents water from entering the concrete and prevents water from entering once. It becomes possible to prevent frost damage from occurring by preventing the accumulation of

【0026】また、本発明に係るコンクリートの凍害防
止構造は、防水透湿層を所定の透湿性断熱層を介してコ
ンクリート表面に積層したので、コンクリート内への水
の浸入を防止するとともに、いったん浸入した水の滞留
を防止して凍害を未然に防止することが可能となる。
Further, in the structure for preventing frost damage of concrete according to the present invention, since the waterproof and moisture permeable layer is laminated on the concrete surface through the predetermined moisture permeable heat insulating layer, water is prevented from entering the concrete and It becomes possible to prevent frost damage by preventing the invading water from staying.

【0027】[0027]

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

【図1】本発明に係るコンクリートの凍害防止構造の実
施形態を示した断面図であり、(a) はパラペットに適用
した場合の断面図、(b) は庇に適用した場合の断面図。
FIG. 1 is a cross-sectional view showing an embodiment of a frost damage prevention structure for concrete according to the present invention, where (a) is a cross-sectional view when applied to a parapet and (b) is a cross-sectional view when applied to an eaves.

【図2】本発明に係るコンクリートの凍害防止構造を道
路橋に適用した場合の斜視図。
FIG. 2 is a perspective view of a concrete frost damage prevention structure according to the present invention applied to a road bridge.

【図3】本実施形態に係る変形例を示した断面図。FIG. 3 is a cross-sectional view showing a modified example according to the present embodiment.

【図4】コンクリート構造物に凍害が生じる様子を示し
た図。
FIG. 4 is a diagram showing how frost damage occurs in a concrete structure.

【符号の説明】[Explanation of symbols]

11 コンクリート 12 防水透湿シート(防水透湿層) 31 断熱材(透湿性断熱層) 11 Concrete 12 Waterproof Breathable Sheet (Waterproof Breathable Layer) 31 Insulation Material (Breathable Insulation Layer)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート表面に防水透湿層を積層し
たことを特徴とするコンクリートの凍害防止構造。
1. A structure for preventing frost damage of concrete, characterized in that a waterproof and moisture-permeable layer is laminated on the surface of the concrete.
【請求項2】 防水透湿層を所定の透湿性断熱層を介し
てコンクリート表面に積層したことを特徴とするコンク
リートの凍害防止構造。
2. A structure for preventing frost damage of concrete, characterized in that a waterproof and moisture permeable layer is laminated on the concrete surface through a predetermined moisture permeable heat insulating layer.
JP24533695A 1995-08-30 1995-08-30 Freezing damage preventing construction for concrete Pending JPH0967906A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24533695A JPH0967906A (en) 1995-08-30 1995-08-30 Freezing damage preventing construction for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24533695A JPH0967906A (en) 1995-08-30 1995-08-30 Freezing damage preventing construction for concrete

Publications (1)

Publication Number Publication Date
JPH0967906A true JPH0967906A (en) 1997-03-11

Family

ID=17132157

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24533695A Pending JPH0967906A (en) 1995-08-30 1995-08-30 Freezing damage preventing construction for concrete

Country Status (1)

Country Link
JP (1) JPH0967906A (en)

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