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JP3650791B2 - Construction method of concrete structure and driving form material - Google Patents
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JP3650791B2 - Construction method of concrete structure and driving form material - Google Patents

Construction method of concrete structure and driving form material Download PDF

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Publication number
JP3650791B2
JP3650791B2 JP16215796A JP16215796A JP3650791B2 JP 3650791 B2 JP3650791 B2 JP 3650791B2 JP 16215796 A JP16215796 A JP 16215796A JP 16215796 A JP16215796 A JP 16215796A JP 3650791 B2 JP3650791 B2 JP 3650791B2
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JP
Japan
Prior art keywords
concrete
construction method
mold
concrete structure
sealing material
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JP16215796A
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Japanese (ja)
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JPH108608A (en
Inventor
哲雄 石山
泉 堀尾
隆次 高田
政雄 小畑
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、構造物の屋上に構築されるパラペット、塔屋外周壁及び機械基礎等のコンクリート構造物の構築工法及び打ち込み型枠材に関するものである。
【0002】
【従来の技術】
従来より、ビル建築物の構築の際に、型枠材として合板からなる型枠板が用いられているが、近年、南洋木材の資源保護や型枠工事の省力化等の目的のために、合板型枠板に代えて合成樹脂製、金属製、セメントモルタル製の型枠板によってコンクリート躯体の構築が行われつつある。
ところで、建築物の屋上のパラペットや機械基礎等は、その側面に水切り、防水等の目的のために複雑な形状の顎部を設ける必要があるため、このような箇所には、押し出し成形によって製造されたセメントモルタル製の取り外し不要の打ち込み型枠板が用いられている。即ち、この打ち込み型枠板は、構造物の側面部分に配設されて、打設されたコンクリートとともに構造物の一部として用いられるものである。
【0003】
【発明が解決しようとする課題】
ところで、上記のように打ち込み型枠板を配設してコンクリートを打設すると、このコンクリートが硬化する迄の経時により上面部分にブリージング現象が起こり、硬化後の天端部分のコンクリートの乾燥収縮が大きくなる。よって天端部分にて打ち込み型枠板と硬化したコンクリートとの間に隙間が生じてしまい、この隙間から雨水が浸入すると、この雨水の建築物内への漏水、構造物内の鉄筋の腐食等を引き起こす恐れがある。この隙間には、シリコン等のコーキング材を充填して止水を行わなければならず、その止水作業に多大な手間及び費用を要するという問題があった。
【0004】
この発明は、上記事情に鑑みてなされたもので、内部への漏水を確実に防止することができるコンクリート構造物の構築工法及び打ち込み型枠材を提供することを目的としている。
【0005】
【課題を解決するための手段】
上記目的を達成するために、請求項1記載のコンクリート構造物の構築工法は、打設されるコンクリートとともに埋め込まれる打ち込み型枠材を設置し、該打ち込み型枠材によって囲われたコンクリート打設箇所にコンクリートを打設して硬化養生させるコンクリート構造物の構築工法であって、前記打ち込み型枠材の上端におけるコンクリート打設面側に、予め弾性を有するシール材を長手方向へわたって取り付けておくことを特徴としている。
請求項2記載のコンクリート構造物の構築工法は、請求項1記載のコンクリート構造物の構築工法において、前記シール材の上部に、耐候性に優れた保護部材を予め取り付けることを特徴としている。
【0006】
請求項3記載の打ち込み型枠材は、打設されるコンクリートとともに埋め込まれる打ち込み型枠材であって、上端におけるコンクリート打設面側に、長手方向へわたって弾性を有するシール材が取り付けられていることを特徴としている。
請求項4記載の打ち込み型枠材は、請求項3記載の打ち込み型枠材において、前記シール材の上部に、耐候性に優れた保護部材が設けられていることを特徴としている。
【0007】
【発明の実施の形態】
以下、本発明のコンクリート構造物の構築工法及び打ち込み型枠材の実施の形態を図によって説明する。
図1において、符号1は、建築物の屋上に構築されたパラペット(コンクリート構造物)である。このパラペット1は、その内側面側が打ち込み型枠材2によって構成されており、この打ち込み型枠材2の一側面からなるコンクリート打設面側にコンクリートCが打設されて、このコンクリートCと打ち込み型枠材2とが一体化されている。また、このパラペット1には、その内部に補強筋4が配設されている。
打ち込み型枠材2は、下部型枠部材5と顎型枠部材6とを連結型枠部材7によって連結してなるもので、これら下部型枠部材5、連結型枠部材7、顎型枠部材6がそれぞれH型連結部材8によって連結されている。
これら下部型枠部材5、顎型枠部材6、連結型枠部材7は、それぞれ押出成形によって形成された窯業材系の無機質押出成形板から形成されている。
この無機質押出成形板は、例えば、セメント、骨材、硅砂、補強繊維、流動化剤、水等を所定の割合にて配合させて押出機によって押し出し成形した後、高圧蒸気養生(オートクレーブ養生)を行って強度発現させたものである。
【0008】
打ち込み型枠材2を構成する顎型枠部材6には、顎部11が形成されており、この顎部11の下面側には、水切り部12及びこの水切り部12よりも内方に形成された板材嵌合溝(嵌合溝)13が設けられ、板材嵌合溝13には、保護壁14が嵌め込まれて設置されている。
また、この顎型枠部材6の上端における内面側には、長手方向にわたって、図2にも示すように、弾性を有するシール材21が設けられており、さらに、このシール材21の上部側には、耐候性に優れた材料(耐食性に優れた金属板、エチレンプロピレンディエンターポリマー(EPDM)等の樹脂板等)から形成された保護部材22が設けられている。
ここで、シール材21としては、粘着性、付着性のある、例えば、ブチルゴム、クロロプレンゴム、シリコンゴム等が用いられる。
なお、図1中符号23はアスファルト防水層、符号24は断熱材、符号25はクッション材、符号26は保護コンクリートである。
【0009】
次に、上記打ち込み型枠材2を用いたパラペット1の構築作業を図3によって説明する。
(1)まず、建築物の屋上におけるパラペット1の構築箇所に補強用鉄筋4を配設する。
(2)次に、この補強用鉄筋4の外側に平滑面用の型枠板31を配設するとともに、内側に打ち込み型枠材2を配設し、これら型枠板31と打ち込み型枠板2とをセパレータ金物32を含む連結部材33によって連結して位置決めする。
(3)この状態において、これら型枠板21と打ち込み型枠板2とによって囲われた部分にコンクリートCを打設する。
このようにすると、この流し込んだコンクリートCが型枠板31と打ち込み型枠材2との間に下方から順に充填され、さらに、打ち込み型枠材2の上端部分へ溢れだし、この上端部分にもコンクリートCが充填され、このコンクリートCを硬化養生させ、連結部材33を外して型枠板31を除去することにより、内面側が打ち込み型枠材2からなるパラペット1が構築される。
【0010】
(4)そして、打設したコンクリートCの硬化養生後に、屋上の上面にアスファルト防水層23を配設し、さらに、断熱材24、クッション材25及び保護コンクリート26を配設し、アスファルト防水層23の端部を覆うように、板材嵌合溝13へ保護壁14を嵌合させて取り付ける。
上記の(1)〜(4)の作業を行うことにより、極めて容易に内面側が複雑な形状に形成されたパラペット1を構築することができる。
【0011】
そして、この打ち込み型枠材2には、その顎型枠部材6の上端における内面側に予めシール材21を取り付けたものであるので、打設したコンクリートCが硬化養生した際に、このコンクリートCの上部が乾燥収縮したとしても、打ち込み型枠材2とコンクリートCとの間の隙間の発生が未然に防止され、雨水の浸入等の恐れのない、極めて良好な状態のパラペット1を構築することができる。
また、このシール材21の上部に耐候性を有する保護部材22が設けられているので、比較的耐候性に劣るシール材21の天候による影響(風雨、太陽光線等による影響)を大幅に低減させることができ、これにより、このシール材21によるシール状態を長期間維持させることができる。
しかも、予め打ち込み型枠材2にシール材21を取り付けておくという極めて簡略的な構造であるので、シール構造を得るためのコストアップを最小限に抑えることができ、極めて経済的である。
なお、上記の例では、打ち込み型枠材2を用いて構築するコンクリート構造物として、屋上に構築されるパラペット1を例にとって説明したが、この打ち込み型枠材2を用いて構築するコンクリート構造物としては、パラペット1に限らず、例えば、屋上に設置される機械が据え付けられる機械基礎等にも適応可能であるのは勿論である。
【0012】
【発明の効果】
以上、説明したように、本発明のコンクリート構造物の構築工法及び打ち込み型枠材によれば下記の効果を得ることができる。
請求項1記載のコンクリート構造物の構築工法によれば、打設したコンクリートが硬化養生した際に、このコンクリートの上部が乾燥収縮したとしても、この打ち込み型枠材の上端におけるコンクリート打設面側に長手方向へわたって弾性を有するシール材を予め取り付けておくので、打ち込み型枠材とコンクリートとの間の隙間がシール材によって確実にシールされ、雨水の浸入を確実に防止することができる。
したがって、コンクリートの硬化養生後に、打ち込み型枠材とコンクリートとの間に形成された隙間へシール材を充填する場合と比較して、そのシール作業にかかる労力を大幅に低減させることができ、これにより、工期短縮を図ることができる。
請求項2記載のコンクリート構造物の構築工法によれば、シール材の上部に耐候性に優れた保護部材を取り付けておくので、比較的耐候性に弱いシール材を風雨、太陽光線等から保護して長寿命化を図ることができ、長期にわたる良好なシール構造を維持させることができる。
【0013】
請求項3記載の打ち込み型枠材によれば、打設したコンクリートが硬化養生した際に、このコンクリートの上部が乾燥収縮したとしても、打ち込み型枠材の上端におけるコンクリート打設面側に長手方向へわたって弾性を有するシール材が取り付けられているので、打ち込み型枠材とコンクリートとの間の隙間がシール材によって確実にシールされ、雨水の浸入を確実に防止することができる。
したがって、コンクリートの硬化養生後に、打ち込み型枠材とコンクリートとの間に形成された隙間へシール材を充填する場合と比較して、そのシール作業にかかる労力を大幅に低減させることができ、これにより、工期短縮を図ることができる。
しかも、予め打ち込み型枠材にシール材を取り付けた極めて簡略的な構造であるので、シール構造を得るためのコストアップを最小限に抑えることができ、極めて経済的である。
請求項4記載の打ち込み型枠材によれば、シール材の上部に耐候性に優れた保護部材が取り付けられているので、比較的耐候性に弱いシール材を風雨、太陽光線等から保護して長寿命化を図ることができ、長期にわたる良好なシール構造を維持させることができる。
【図面の簡単な説明】
【図1】 本発明の実施の形態のコンクリート構造物の構築工法及び打ち込み型枠材の構成及び構造を説明するパラペットの断面図である。
【図2】 本発明の実施の形態のコンクリート構造物の構築工法及び打ち込み型枠材の構成及び構造を説明するパラペットの一部の断面図である。
【図3】 本発明の実施の形態のコンクリート構造物の構築工法を説明する構築途中のパラペットの断面図である。
【符号の説明】
1 パラペット(コンクリート構造物)
2 打ち込み型枠材
21 シール材
22 保護部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a construction method for a concrete structure such as a parapet, a tower outer peripheral wall and a machine foundation constructed on the rooftop of the structure, and a driving mold material.
[0002]
[Prior art]
Conventionally, in the construction of building buildings, form plates made of plywood have been used as form materials, but in recent years, for purposes such as resource conservation of south sea timber and labor saving of formwork construction, Construction of a concrete frame is being carried out by using a synthetic resin, metal, or cement mortar form plate instead of the plywood form plate.
By the way, parapets and machine foundations on the roof of buildings need to be provided with complicatedly shaped jaws for the purpose of draining and waterproofing on the side surfaces. A cast-in mold plate made of cement mortar that does not require removal is used. In other words, this driving form plate is disposed on the side surface portion of the structure and used as a part of the structure together with the placed concrete.
[0003]
[Problems to be solved by the invention]
By the way, when placing the casting form plate as described above and placing concrete, the breathing phenomenon occurs in the upper surface portion over time until the concrete is hardened, and the drying shrinkage of the concrete at the top end portion after hardening is caused. growing. Therefore, there is a gap between the cast formwork board and the hardened concrete at the top edge, and if rainwater enters from this gap, the rainwater leaks into the building, corrosion of the reinforcing bars in the structure, etc. There is a risk of causing. This gap has to be filled with a caulking material such as silicon to stop the water, and there is a problem that the water stopping work requires a lot of labor and cost.
[0004]
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a concrete structure construction method and a driving mold material capable of reliably preventing water leakage to the inside.
[0005]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the concrete construction method according to claim 1 is characterized in that a placing mold material embedded together with the concrete to be placed is installed, and a concrete placing place surrounded by the placing mold material. A construction method of a concrete structure in which concrete is placed and cured and cured, and a sealing material having elasticity is attached in advance in the longitudinal direction to the concrete placing surface side at the upper end of the placement mold member. It is characterized by that.
The construction method for a concrete structure according to claim 2 is characterized in that, in the construction method for a concrete structure according to claim 1, a protective member having excellent weather resistance is attached in advance to the upper portion of the sealing material.
[0006]
The drive-in form material according to claim 3 is a drive-in form material embedded together with the concrete to be placed, and a sealing material having elasticity in the longitudinal direction is attached to the concrete placement surface side at the upper end. It is characterized by being.
According to a fourth aspect of the present invention, there is provided a driving mold material according to the third aspect, wherein a protective member having excellent weather resistance is provided above the sealing material.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a concrete structure construction method and a driving mold material according to the present invention will be described below with reference to the drawings.
In FIG. 1, the code | symbol 1 is the parapet (concrete structure) constructed | assembled on the rooftop of the building. The parapet 1 has an inner side surface formed by a driving mold material 2, and concrete C is driven on a concrete casting surface side composed of one side surface of the driving mold frame material 2. The mold material 2 is integrated. Further, the parapet 1 has a reinforcing bar 4 disposed therein.
The driving mold member 2 is formed by connecting a lower mold member 5 and a jaw mold member 6 by a connecting mold member 7, and the lower mold member 5, the connecting mold member 7, and the jaw mold member. 6 are respectively connected by an H-shaped connecting member 8.
The lower mold member 5, the jaw mold member 6, and the connecting mold member 7 are each formed from a ceramic material-based inorganic extruded plate formed by extrusion molding.
For example, this inorganic extrusion-molded plate is made by blending cement, aggregate, cinnabar sand, reinforcing fibers, fluidizing agent, water, etc. at a predetermined ratio and extruding with an extruder, followed by high-pressure steam curing (autoclave curing). This is a strength developed.
[0008]
A jaw part 11 is formed on the jaw mold member 6 constituting the driving mold member 2, and a draining part 12 and an inner side of the draining part 12 are formed on the lower surface side of the jaw part 11. A plate material fitting groove (fitting groove) 13 is provided, and a protective wall 14 is fitted into the plate material fitting groove 13.
Further, on the inner surface side at the upper end of the jaw mold member 6, an elastic sealing material 21 is provided in the longitudinal direction as shown in FIG. Is provided with a protective member 22 formed of a material excellent in weather resistance (a metal plate excellent in corrosion resistance, a resin plate such as ethylene propylene deene terpolymer (EPDM)).
Here, as the sealing material 21, for example, butyl rubber, chloroprene rubber, silicon rubber or the like having adhesiveness or adhesion is used.
In FIG. 1, reference numeral 23 is an asphalt waterproofing layer, reference numeral 24 is a heat insulating material, reference numeral 25 is a cushioning material, and reference numeral 26 is protective concrete.
[0009]
Next, the construction work of the parapet 1 using the above-mentioned driving form material 2 will be described with reference to FIG.
(1) First, reinforcing reinforcing bars 4 are disposed at the construction site of the parapet 1 on the roof of the building.
(2) Next, a smooth surface mold plate 31 is disposed outside the reinforcing reinforcing bars 4, and the driving mold material 2 is disposed inside, and the mold plate 31 and the driving mold plate are disposed. 2 are connected and positioned by a connecting member 33 including a separator hardware 32.
(3) In this state, concrete C is placed in a portion surrounded by the mold plate 21 and the driving mold plate 2.
In this way, the poured concrete C is sequentially filled between the mold plate 31 and the driving mold frame material 2 from below, and further overflows into the upper end portion of the driving mold frame material 2, and also on the upper end portion. The concrete C is filled, and the concrete C is hardened and cured, and the connecting member 33 is removed to remove the mold plate 31, thereby constructing the parapet 1 made of the mold material 2 on the inner surface side.
[0010]
(4) After hardening and curing the placed concrete C, the asphalt waterproof layer 23 is disposed on the top surface of the roof, and further, the heat insulating material 24, the cushion material 25 and the protective concrete 26 are disposed, and the asphalt waterproof layer 23 is disposed. The protective wall 14 is fitted and attached to the plate material fitting groove 13 so as to cover the end of the plate.
By performing the above operations (1) to (4), the parapet 1 in which the inner surface side is formed in a complicated shape can be constructed very easily.
[0011]
And since this sealing mold material 2 has the sealing material 21 previously attached to the inner surface side at the upper end of the jaw mold member 6, the concrete C when the cast concrete C is cured and cured. Even if the upper part of the mold is dried and contracted, the formation of a gap between the casting mold material 2 and the concrete C is prevented in advance, and a parapet 1 that is in a very good state without the invasion of rainwater is constructed. Can do.
In addition, since the protective member 22 having weather resistance is provided on the upper portion of the sealing material 21, the influence of the weather of the sealing material 21 that is relatively inferior in weather resistance (influence of wind and rain, sunlight, etc.) is greatly reduced. Thus, the sealing state by the sealing material 21 can be maintained for a long time.
In addition, since the seal material 21 is attached to the driving mold material 2 in advance, the cost increase for obtaining the seal structure can be minimized, which is extremely economical.
In the above example, the parapet 1 constructed on the roof has been described as an example of the concrete structure constructed using the drive-in form frame material 2. However, the concrete structure constructed using the drive-in form frame material 2 is described. As a matter of course, the present invention can be applied not only to the parapet 1 but also to, for example, a machine foundation on which a machine installed on the roof is installed.
[0012]
【The invention's effect】
As described above, according to the construction method of the concrete structure and the driving form material of the present invention, the following effects can be obtained.
According to the construction method of a concrete structure according to claim 1, even if the upper part of the concrete is dried and contracted when the cast concrete is cured and cured, the concrete casting surface side at the upper end of the cast formwork material Since the sealing material having elasticity in the longitudinal direction is attached in advance, the gap between the placing frame material and the concrete is surely sealed by the sealing material, and rain water can be prevented from entering.
Therefore, after the concrete is hardened, compared to the case where the sealing material is filled into the gap formed between the casting formwork material and the concrete, the labor required for the sealing work can be greatly reduced. Therefore, the work period can be shortened.
According to the construction method for a concrete structure according to claim 2, since a protective member having excellent weather resistance is attached to the upper part of the seal material, the seal material having relatively weak weather resistance is protected from wind and rain, sun rays, and the like. As a result, the service life can be extended and a good seal structure can be maintained over a long period of time.
[0013]
According to the casting mold material of claim 3, even when the cast concrete is cured and cured, even if the upper part of the concrete is dried and contracted, the longitudinal direction is directed to the concrete casting surface side at the upper end of the casting mold material. Since the sealing material having elasticity is attached over the entire space, the gap between the placing frame material and the concrete is surely sealed by the sealing material, and the intrusion of rainwater can be surely prevented.
Therefore, after the concrete is hardened, compared to the case where the sealing material is filled into the gap formed between the casting formwork material and the concrete, the labor required for the sealing work can be greatly reduced. Therefore, the work period can be shortened.
In addition, since the structure is a very simple structure in which the sealing material is previously attached to the driving form material, the cost increase for obtaining the sealing structure can be minimized, which is extremely economical.
According to the driving form material of claim 4, since the protective member having excellent weather resistance is attached to the upper part of the seal material, the seal material having relatively weak weather resistance is protected from wind and rain, solar rays, and the like. The service life can be extended and a good seal structure can be maintained over a long period of time.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a parapet for explaining a construction method of a concrete structure and a configuration and structure of a driving mold material according to an embodiment of the present invention.
FIG. 2 is a partial cross-sectional view of a parapet for explaining a construction method of a concrete structure and a configuration and structure of a driving mold material according to an embodiment of the present invention.
FIG. 3 is a cross-sectional view of a parapet in the middle of explaining a construction method for a concrete structure according to an embodiment of the present invention.
[Explanation of symbols]
1 Parapet (concrete structure)
2 Placing frame material 21 Sealing material 22 Protection member

Claims (4)

打設されるコンクリートとともに埋め込まれる打ち込み型枠材を設置し、
該打ち込み型枠材によって囲われたコンクリート打設箇所にコンクリートを打設して硬化養生させるコンクリート構造物の構築工法であって、
前記打ち込み型枠材の上端におけるコンクリート打設面側に、予め弾性を有するシール材を長手方向へわたって取り付けておくことを特徴とするコンクリート構造物の構築工法。
Installed the formwork material embedded with the concrete to be placed,
It is a construction method of a concrete structure in which concrete is placed and hardened and cured at a concrete placement location surrounded by the casting mold material,
A construction method of a concrete structure, wherein a sealing material having elasticity is attached in advance in a longitudinal direction to a concrete casting surface side at an upper end of the placing mold material.
前記シール材の上部に、耐候性に優れた保護部材を予め取り付けることを特徴とする請求項1記載のコンクリート構造物の構築工法。The construction method for a concrete structure according to claim 1, wherein a protective member having excellent weather resistance is attached in advance to the upper portion of the sealing material. 打設されるコンクリートとともに埋め込まれる打ち込み型枠材であって、
上端におけるコンクリート打設面側に、長手方向へわたって弾性を有するシール材が取り付けられていることを特徴とする打ち込み型枠材。
A cast formwork material embedded with the concrete to be placed,
A casting mold material characterized in that a sealing material having elasticity in the longitudinal direction is attached to a concrete casting surface side at the upper end.
前記シール材の上部に、耐候性に優れた保護部材が設けられていることを特徴とする請求項3記載の打ち込み型枠材。4. The driving mold material according to claim 3, wherein a protective member having excellent weather resistance is provided on an upper portion of the sealing material.
JP16215796A 1996-06-21 1996-06-21 Construction method of concrete structure and driving form material Expired - Fee Related JP3650791B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16215796A JP3650791B2 (en) 1996-06-21 1996-06-21 Construction method of concrete structure and driving form material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16215796A JP3650791B2 (en) 1996-06-21 1996-06-21 Construction method of concrete structure and driving form material

Publications (2)

Publication Number Publication Date
JPH108608A JPH108608A (en) 1998-01-13
JP3650791B2 true JP3650791B2 (en) 2005-05-25

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