JP2008273037A - Seal body for placing concrete - Google Patents
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- JP2008273037A JP2008273037A JP2007119739A JP2007119739A JP2008273037A JP 2008273037 A JP2008273037 A JP 2008273037A JP 2007119739 A JP2007119739 A JP 2007119739A JP 2007119739 A JP2007119739 A JP 2007119739A JP 2008273037 A JP2008273037 A JP 2008273037A
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Abstract
Description
本発明は、型枠材に対する鉄筋の貫通部分から未硬化のコンクリートが漏出するのを防止する、コンクリート打設用シール体に関するものである。 The present invention relates to a concrete placing sealing body for preventing uncured concrete from leaking from a penetration portion of a reinforcing bar with respect to a formwork material.
図6は、型枠材(10)を利用してコンクリート(K)を打設する作業を説明する従来例の要部断面図である。
この従来のものでは、型枠材(10)には鉄筋挿通穴(12)が形成されており、コンクリートの打設時には、型枠材(10)内に配置された鉄筋(11)の先端(110)を前記鉄筋挿通穴(12)から外部に突出させ、その後、型枠材(10)内にコンクリート(K)を流し込んでこれが硬化するまで待機する。そして、コンクリート(K)の硬化後に型枠材(10)を適宜分解すれば、鉄筋コンクリート製の床版や壁体等が完成する。
In this conventional one, a rebar insertion hole (12) is formed in the formwork material (10), and when placing concrete, the tip of the rebar (11) placed in the formwork material (10) ( 110) is protruded to the outside from the reinforcing bar insertion hole (12), and then the concrete (K) is poured into the mold material (10) and waits until it is cured. Then, if the formwork (10) is appropriately disassembled after the concrete (K) is hardened, a slab concrete floor slab, a wall body and the like are completed.
しかしながら、上記従来のものでは、型枠材(10)を貫通する鉄筋(11)(11)のピッチが変わると、該ピッチに合わせて鉄筋挿通穴(12)(12)を形成した新たな型枠材(10)を製作し直す必要があり、型枠材(10)の汎用性が悪い。 However, in the above-described conventional one, when the pitch of the reinforcing bars (11) and (11) penetrating the formwork material (10) is changed, a new mold in which reinforcing bar insertion holes (12) and (12) are formed in accordance with the pitch. It is necessary to remanufacture the frame material (10), and the versatility of the mold frame material (10) is poor.
そこで、図7、8に示すように、鉄筋(11)が余裕を持って挿通できる大きな鉄筋挿通穴(12)を型枠材(10)に形成し、鉄筋(11)が鉄筋挿通穴(12)から外部に突出する部分を径方向からスポンジ製のシールブロック(15)(16)で挟圧することも考えられる。このようにすると、鉄筋挿通穴(12)の周縁と鉄筋(11)の間に大きな間隙が出来るから、該間隙によって鉄筋(11)(11)のピッチの変化が吸収できる。これにより、鉄筋(11)(11)のピッチが変化しても適用できる汎用性のある型枠材(10)が得られる。 Therefore, as shown in FIGS. 7 and 8, a large rebar insertion hole (12) through which the rebar (11) can be inserted with a margin is formed in the formwork (10), and the rebar (11) is rebar insertion hole (12 It is also conceivable that the portion protruding from the outside to the outside is clamped by the sponge seal blocks (15) and (16) from the radial direction. In this way, since a large gap is formed between the peripheral edge of the reinforcing bar insertion hole (12) and the reinforcing bar (11), changes in the pitch of the reinforcing bars (11) and (11) can be absorbed by the gap. As a result, a versatile mold material (10) that can be applied even when the pitch of the reinforcing bars (11) (11) changes is obtained.
しかしながら、図7、8のように、シールブロック(15)(16)の夫々がスポンジの一体成形物であると、該シールブロック(15)(16)の弾性により、これらの接合部と鉄筋(11)の境界部に比較的大きな間隙(S)(S)が形成されてシール性が悪くなり、前記間隙(S)(S)から未硬化のコンクリート(K)が漏出する心配があるという問題があった。 However, as shown in FIGS. 7 and 8, if each of the seal blocks (15) and (16) is an integral molded product of a sponge, the joints and reinforcing bars (15) are formed by the elasticity of the seal blocks (15) and (16). 11) A relatively large gap (S) (S) is formed at the boundary portion, resulting in poor sealing performance, and there is a concern that uncured concrete (K) may leak from the gap (S) (S). was there.
本発明は、かかる点に鑑みて成されたもので、
『コンクリートを打設する型枠材(10)への鉄筋の貫通部をシールするコンクリート打設用シール体』に於いて、前記貫通部の確実なシール性を確保できるようにすることを課題とする。
The present invention has been made in view of such points.
In `` Concrete placing seal body that seals the penetration part of the reinforcing bar to the formwork material (10) for placing concrete '', it is an object to be able to ensure a reliable sealing performance of the penetration part To do.
[請求項1に係る発明]
上記課題を解決するための請求項1に係る発明の解決手段は、
『前記シールする部分にて前記鉄筋(11)を径方向から挟圧する一対のシールブロック(20)(20)を備え、
各シールブロック(20)は、
前記鉄筋(11)に径方向から押圧される軟質スポンジ体(21)と、
前記押圧の方向及び鉄筋(11)の延びる方向に対して直角な方向から前記軟質スポンジ体(21)の少なくとも片面に積層状態で接着され、且つ前記軟質スポンジ体(21)より硬質材料で形成された硬質スポンジ体(22)と、を具備し、
前記各シールブロック(20)で前記鉄筋(11)を挟圧した状態では、前記軟質スポンジ体(21)が前記鉄筋(11)に押圧される一方、該押圧される軟質スポンジ体(21)に積層された前記硬質スポンジ体(22)が前記鉄筋(11) から前記積層方向に食み出す』ことである。
次に、本発明の作用を、図3を用いて説明する。
本発明のコンクリート打設用シール体を使用するときは、図3に示すように、一対のシールブロック(20)の夫々に設けられた軟質スポンジ体(21)が鉄筋(11)の側面に圧接されるように、各シールブロック(20)(20)で鉄筋(11)を挟圧する。この挟圧状態では、軟質スポンジ体(21)に積層された硬質スポンジ体(22)が前記鉄筋(11)から前記積層方向に食み出す(図3の端部(220))。
[Invention of Claim 1]
The solution means of the invention according to claim 1 for solving the above-mentioned problem is as follows:
`` Comprising a pair of seal blocks (20) (20) for pinching the rebar (11) from the radial direction at the portion to be sealed,
Each seal block (20)
A soft sponge body (21) pressed from the radial direction to the rebar (11),
The soft sponge body (21) is bonded to at least one surface in a laminated state from a direction perpendicular to the pressing direction and the direction in which the reinforcing bar (11) extends, and is formed of a hard material from the soft sponge body (21). A hard sponge body (22),
In a state in which the reinforcing bar (11) is clamped by the seal blocks (20), the soft sponge body (21) is pressed against the reinforcing bar (11), while the pressed soft sponge body (21) The laminated hard sponge body (22) protrudes from the reinforcing bar (11) in the laminating direction.
Next, the operation of the present invention will be described with reference to FIG.
When the concrete placing seal body of the present invention is used, as shown in FIG. 3, the soft sponge body (21) provided in each of the pair of seal blocks (20) is pressed against the side surface of the reinforcing bar (11). As described above, the reinforcing bars (11) are pinched by the seal blocks (20) and (20). In this pinched state, the hard sponge body (22) laminated on the soft sponge body (21) protrudes from the reinforcing bar (11) in the lamination direction (end part (220) in FIG. 3).
軟質スポンジ体(21)は、前記挟圧に伴って圧縮されると共に、軟質スポンジ体(21)は接着層(23)を介して硬質スポンジ体(22)を前記圧縮方向F2に引っ張る。その結果、硬質スポンジ体(22)の鉄筋(11)側の端部(220)は軟質スポンジ体(21)側に巻き込む方向F3に変形される力を受け、硬質スポンジ体(22)の鉄筋(11)側の端部(220)が該鉄筋(11)表面に接近又は密着し易くなる。よって、各シールブロック(20)(20)の接合部と鉄筋(11)の境界には、図7に示すような大きな間隙(S)が生じない。 The soft sponge body (21) is compressed in accordance with the clamping pressure, and the soft sponge body (21) pulls the hard sponge body (22) in the compression direction F2 via the adhesive layer (23). As a result, the end (220) of the hard sponge body (22) on the reinforcing bar (11) side receives a force deformed in the direction F3 to be wound around the soft sponge body (21), and the reinforcing bar (22) of the hard sponge body (22) ( The end portion (220) on the 11) side can easily approach or closely contact the surface of the reinforcing bar (11). Therefore, a large gap (S) as shown in FIG. 7 does not occur at the boundary between the joint portion of each seal block (20) (20) and the reinforcing bar (11).
又、硬質スポンジ体(22)は、軟質スポンジ体(21)より硬質材料で形成されているから、前記端部(220)(220)は、前記圧縮方向F2と逆方向に突出する力が大きく、シールブロック(20)(20)に於ける各硬質スポンジ体(22)(22)の端部(220)(220)相互は確実に接触する。従って、この点からも、各シールブロック(20)(20)の接合部と鉄筋(11)の境界には、図7に示すような大きな間隙(S)が生じにくくなる。
これらのことから、型枠材(10)に対する鉄筋(11)の貫通部の確実なシール性が確保できる。
Further, since the hard sponge body (22) is made of a harder material than the soft sponge body (21), the end portions (220) and (220) have a large force to protrude in the direction opposite to the compression direction F2. The ends (220) and (220) of the hard sponge bodies (22) and (22) in the seal blocks (20) and (20) are in reliable contact with each other. Therefore, also from this point, a large gap (S) as shown in FIG. 7 is unlikely to occur at the boundary between the joint portion of each seal block (20) (20) and the reinforcing bar (11).
From these things, the reliable sealing performance of the penetration part of the reinforcing bar (11) with respect to a formwork material (10) is securable.
[請求項2に係る発明]
請求項1に係る発明に於いて、
『前記軟質スポンジ体(21)の前記積層方向の表裏両面に前記硬質スポンジ体(22)(22)が積層状態で接着されている』ものでは、シールブロック(20)(20)で鉄筋(11)を挟圧したときには、軟質スポンジ体(21)の表裏両面に接着された両硬質スポンジ体(22)(22)の端部(220)(220)が鉄筋(11)表面に接近又は密着する。
[Invention of Claim 2]
In the invention according to claim 1,
In the `` the hard sponge body (22) (22) is adhered in a laminated state on both front and back surfaces in the stacking direction of the soft sponge body (21) '', the reinforcing bars (11 ), The ends (220) and (220) of the hard sponge bodies (22) and (22) adhered to the front and back surfaces of the soft sponge body (21) approach or closely contact the surface of the reinforcing bar (11). .
[請求項3に係る発明]
請求項2に係る発明に於いて、
『前記軟質スポンジ体(21)の前記積層方向の厚さは、前記鉄筋(11)の直径以下の寸法に設定されている』ものとすることができる。
このものでは、各シールブロック(20)(20)の接合部と鉄筋(11)の境界に生じる図7の間隙(S)に相当するものが極めて小さくなることが確認できた。
[Invention of Claim 3]
In the invention according to
“The thickness of the soft sponge body (21) in the stacking direction is set to a dimension equal to or smaller than the diameter of the reinforcing bar (11)”.
In this case, it was confirmed that the gap corresponding to the gap (S) in FIG. 7 generated at the boundary between the joints of the seal blocks (20) and (20) and the reinforcing bars (11) was extremely small.
[請求項4に係る発明]
請求項2又は3に係る発明に於いて、
『前記軟質スポンジ体(21)の層が複数存在する』ものでは、複数の鉄筋(11)(11)が型枠材(10)に貫通した構成のものに適用できる。即ち、各シールブロック(20)には軟質スポンジ体(21)の層が複数存在するから、これら各軟質スポンジ体(21)を鉄筋(11)(11)に各別に圧接することができる。従って、型枠材(10)に複数の鉄筋(11)(11)が貫通する構成のものでも、これらを一対のシールブロック(20)(20)で挟圧してシール状態を確保することができる。
[Invention of Claim 4]
In the invention according to
“A plurality of layers of the soft sponge body (21)” can be applied to a structure in which a plurality of reinforcing bars (11) and (11) penetrate the formwork material (10). That is, since each seal block (20) has a plurality of layers of soft sponge bodies (21), these soft sponge bodies (21) can be pressed against the reinforcing bars (11) and (11) separately. Therefore, even in a structure in which a plurality of reinforcing bars (11) and (11) pass through the mold material (10), these can be clamped by a pair of seal blocks (20) and (20) to ensure a sealed state. .
本発明は次の特有の効果を有する。
請求項1に係る発明によれば、既述したように、軟質スポンジ体(21)に積層された硬質スポンジ体(22)の鉄筋(11)側の端部(220)が該鉄筋(11)表面に接近又は密着し易い。又、硬質スポンジ体(22)の前記端部(220)は、軟質スポンジ体(21)の圧接方向F2と逆方向に突出する力が大きく、シールブロック(20)(20)に於ける硬質スポンジ体(22)(22)の端部(220)(220)相互は確実に接触する、従って、各シールブロック(20)(20)の接合部と鉄筋(11)の境界には、図7に示すような大きな間隙(S)が生じにくくなる。これらのことから、型枠材(10)に対する鉄筋(11)の貫通部の確実なシール性が確保できる。
The present invention has the following specific effects.
According to the invention of claim 1, as described above, the end (220) on the reinforcing bar (11) side of the hard sponge body (22) laminated on the soft sponge body (21) is the reinforcing bar (11). Easy to approach or adhere to the surface. Further, the end portion (220) of the hard sponge body (22) has a large force protruding in the direction opposite to the pressure contact direction F2 of the soft sponge body (21), and the hard sponge body in the seal blocks (20) and (20). The ends (220) and (220) of the bodies (22) and (22) are in reliable contact with each other. Therefore, the boundary between the joint of each seal block (20) and (20) and the reinforcing bar (11) is shown in FIG. A large gap (S) as shown is less likely to occur. From these things, the reliable sealing performance of the penetration part of the reinforcing bar (11) with respect to a formwork material (10) is securable.
請求項2に係る発明では、既述したように、シールブロック(20)(20)で鉄筋(11)を挟圧したときには、軟質スポンジ体(21)の表裏両面に接着された両硬質スポンジ体(22)(22)の端部(220)(220)が鉄筋(11)表面に接近又は密着する。
In the invention according to
請求項3に係る発明では、既述したように、シールブロック(20)(20)の接合部と鉄筋(11)の境界に生じる図7の間隙(S)に相当するものが極めて小さくなる。 In the invention according to claim 3, as described above, the one corresponding to the gap (S) in FIG. 7 generated at the boundary between the joint portion of the seal block (20) (20) and the reinforcing bar (11) becomes extremely small.
請求項4に係る発明によれば、各シールブロック(20)に設けられた複数の軟質スポンジ体(21)を鉄筋(11)(11)に各別に圧接することができるから、型枠材(10)に複数の鉄筋(11)(11)が貫通する構成のものにも適用できる。 According to the invention of claim 4, the plurality of soft sponge bodies (21) provided in each seal block (20) can be press-contacted to the reinforcing bars (11) and (11) separately. The present invention can also be applied to a structure in which a plurality of reinforcing bars (11) and (11) penetrate through 10).
以下に、本発明を実施するための最良の形態について添付図面を参照しながら説明する。
図1は、本発明の実施の形態に係るコンクリート打設用シール体の断面図、図2は、使用状態の概略斜視図、図3は、コンクリート打設用シール体で鉄筋(11)を挟圧した状態の部分拡大図である。
図1に示すように、本発明の実施の形態に係るコンクリート打設用シール体(2)は、鉄筋(11)(11)を径方向から挟圧する一対のシールブロック(20)(20)から構成されている。
The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view of a concrete placing seal body according to an embodiment of the present invention, FIG. 2 is a schematic perspective view of a use state, and FIG. 3 is a concrete placement seal body sandwiching a reinforcing bar (11). It is the elements on larger scale of the state pressed.
As shown in FIG. 1, a concrete placing seal body (2) according to an embodiment of the present invention includes a pair of seal blocks (20) and (20) that sandwich a reinforcing bar (11) and (11) from the radial direction. It is configured.
各シールブロック(20)(20)は、同一構造を有しており、前面(210)が鉄筋(11)に径方向から押圧される複数の軟質スポンジ体(21)(21)と、該軟質スポンジ体(21)(21)より硬質材料で形成され且つこれらの表裏に積層状態で接着される硬質スポンジ体(22)(22)から構成されおり、軟質スポンジ体(21)と硬質スポンジ体(22)の境界には、接着剤が硬化した接着層(23)が形成されている。軟質スポンジ体(21)と硬質スポンジ体(22)は、独立気泡性の発泡ウレタンで形成されている。 Each of the seal blocks (20) and (20) has the same structure, and a plurality of soft sponge bodies (21) and (21) whose front surface (210) is pressed against the reinforcing bar (11) from the radial direction, and the soft blocks It is composed of hard sponge bodies (22) and (22) which are formed of a hard material from the sponge bodies (21) and (21) and are bonded in a laminated state to these front and back, and a soft sponge body (21) and a hard sponge body ( At the boundary of 22), an adhesive layer (23) in which the adhesive is cured is formed. The soft sponge body (21) and the hard sponge body (22) are formed of closed cell foamed urethane.
各軟質スポンジ体(21)と硬質スポンジ体(22)の積層方向は、シールブロック(20)(20)で鉄筋(11)を押圧する方向F1及び鉄筋(11)の延びる方向(図1に於いて紙面に垂直な方向)に対して直角な方向Yに一致している。軟質スポンジ体(21)の前記積層方向の厚さt1は鉄筋(11)の直径Lより若干小さく設定されている(但し、前記厚さt1は鉄筋(11)の直径と同一又は、これより若干大きい寸法に設定してもよい。)。尚、軟質スポンジ体(21)の厚さt1を鉄筋(11)の直径以下に設定すると、後述する使用時に、各シールブロック(20)(20)の接合部と鉄筋(11)の境界に生じる図7の間隙(S)に相当するものが極めて小さくなることが確認できた。 The soft sponge body (21) and the hard sponge body (22) are laminated in the direction F1 in which the reinforcing bar (11) is pressed by the seal blocks (20) and (20) and the direction in which the reinforcing bar (11) extends (in FIG. 1). And the direction Y perpendicular to the paper surface). The thickness t1 of the soft sponge body (21) in the stacking direction is set slightly smaller than the diameter L of the reinforcing bar (11) (provided that the thickness t1 is the same as or slightly smaller than the diameter of the reinforcing bar (11)). Larger dimensions may be set.) If the thickness t1 of the soft sponge body (21) is set to be equal to or smaller than the diameter of the reinforcing bar (11), it will occur at the boundary between the joint of each seal block (20) (20) and the reinforcing bar (11) when used later. It was confirmed that the one corresponding to the gap (S) in FIG.
コンクリートを打設するときは、図2に示すように、底板(17)の上面で型枠材(10)(10)を矩形枠状に集合させて組み立てると共に、この組み立ての際に、鉄筋(11)(11)が立体格子状に組み合わされたかご(19)を型枠材(10)(10)内に位置させる。そして、鉄筋(11)(11)の端部(110)(110)を、対向する一対の型枠材(10)(10)に開設された矩形状の鉄筋挿通穴(18)から外部に突出させる。 When placing concrete, as shown in FIG. 2, the frame materials (10) and (10) are assembled in a rectangular frame shape on the upper surface of the bottom plate (17), and the rebar ( 11) A car (19) in which (11) is combined in a three-dimensional grid is positioned in the formwork materials (10) and (10). Then, the ends (110) and (110) of the reinforcing bars (11) and (11) protrude outside from the rectangular reinforcing bar insertion holes (18) provided in the pair of opposite formwork members (10) and (10). Let
次に、取付板(31)(31)上に重ねたシールブロック(20)(20)の軟質スポンジ体(21)(21)の前面(210)が鉄筋(11)の側面に圧接されるように、各シールブロック(20)(20)で鉄筋(11)を挟圧する。 Next, the front surface (210) of the soft sponge body (21) (21) of the seal block (20) (20) overlaid on the mounting plate (31) (31) is pressed against the side surface of the reinforcing bar (11). In addition, the reinforcing bar (11) is clamped between the seal blocks (20) and (20).
すると、各軟質スポンジ体(21)は、前記挟圧に伴って圧縮されると共に、図3に示すように、軟質スポンジ体(21)はこれの表裏の接着層(23)を介して硬質スポンジ体(22)を圧縮方向F2に引っ張る。その結果、各硬質スポンジ体(22)(22)の端部(220)(220)は軟質スポンジ体(21)側に巻き込む方向F3に変形される力を受け、各硬質スポンジ体(22)の端部(220)(220)が鉄筋(11)表面に密着し易くなる。 Then, each soft sponge body (21) is compressed along with the clamping pressure, and as shown in FIG. 3, the soft sponge body (21) is hard sponge through the adhesive layer (23) on the front and back sides thereof. Pull the body (22) in the compression direction F2. As a result, the end portions (220) and (220) of the hard sponge bodies (22) and (22) receive a force that is deformed in the direction F3 to be wound around the soft sponge body (21), and the hard sponge bodies (22) The end portions (220) and (220) are easily adhered to the surface of the reinforcing bar (11).
又、上記挟圧状態では、軟質スポンジ体(21)の表裏に積層された両硬質スポンジ体(22)(22)の端部(220)(220)が前記鉄筋(11)から積層方向(径方向の外側)に食み出した状態になり、一方のシールブロック(20)の硬質スポンジ体(22)の前記食み出した端部(220)(220)、他方のシールブロック(20)の硬質スポンジ体(22)の端部(220)(220)が、相互に前記圧縮方向F2に圧接される。そして、硬質スポンジ体(22)は軟質スポンジ体(21)より硬質材料で形成されているから、前記食み出し部(a)(a)相互が圧接される力は、シールブロック(20)全体が軟質スポンジ体で一体形成されている場合に比べて大きい。
これらのことから、各シールブロック(20)(20)の接合部と鉄筋(11)の境界には、図7に示すような大きな間隙(S)が生じない。
Further, in the sandwiched state, the end portions (220) and (220) of both hard sponge bodies (22) and (22) laminated on the front and back of the soft sponge body (21) are stacked in the stacking direction (diameter from the reinforcing bars (11)). The outer end of the hard sponge body (22) of one of the seal blocks (20), and the protruding end (220) (220) of the other sponge block (20). The ends (220) and (220) of the hard sponge body (22) are pressed against each other in the compression direction F2. Since the hard sponge body (22) is formed of a harder material than the soft sponge body (21), the force with which the protruding portions (a) and (a) are pressed against each other is the entire seal block (20). Is larger than that formed integrally with a soft sponge body.
For these reasons, a large gap (S) as shown in FIG. 7 does not occur at the boundary between the joints of the seal blocks (20) and (20) and the reinforcing bars (11).
このようにシールブロック(20)(20)で鉄筋(11)(11)を挟圧した後、取付板(31)(31)に形成されたボルト挿通用切欠(32)(32)に締付ボルト(40)(40)を挿通すると共に、その先端に締付ナット(41)(41)を螺合して締付ける。この状態では、各シールブロック(20)(20)は、型枠材(10)の外面(100)に密接し、鉄筋挿通穴(18)に於ける鉄筋(11)の貫通部をシールした状態になっている。その後、矩形枠状に組み立てられた型枠材(10)(10)の内側に、コンクリートを流し込んで硬化するまで放置する。この場合、既述したように、各シールブロック(20)(20)の接合部と鉄筋(11)の境界には、図7に示すような大きな間隙(S)が生じないから、未硬化のコンクリートがシールブロック(20)(20)と鉄筋(11)の境界部から外部に流出するのが確実に防止できる。尚、コンクリートに接触するシールブロック(20)(20)の表面には予め離型剤を塗布しておく。 After clamping the reinforcing bars (11) and (11) with the seal blocks (20) and (20) in this way, tighten them to the bolt insertion notches (32) and (32) formed on the mounting plates (31) and (31). Bolts (40) and (40) are inserted, and tightening nuts (41) and (41) are screwed to the tips of the bolts and tightened. In this state, each seal block (20) (20) is in close contact with the outer surface (100) of the formwork member (10), and seals the penetration part of the reinforcing bar (11) in the reinforcing bar insertion hole (18). It has become. Thereafter, the concrete is poured into the inside of the mold materials (10) and (10) assembled in a rectangular frame shape and left to stand until it is cured. In this case, as described above, a large gap (S) as shown in FIG. 7 does not occur at the boundary between the joint portion of each seal block (20) (20) and the reinforcing bar (11). Concrete can be reliably prevented from flowing out from the boundary between the seal blocks (20), (20) and the reinforcing bars (11). A release agent is applied in advance to the surfaces of the seal blocks (20) and (20) that come into contact with the concrete.
そして、前記流し込んだコンクリートが硬化した後、締付ボルト(40)(40)を緩めてコンクリート打設用シール体(2)を分解すると共に、型枠材(10)(10)を適宜分解すると、図4に示すように、硬化したコンクリート(K)の側面に鉄筋(11)(11)が突出したプレキャスト版(A)が完成し、これを工場から建築現場等へ輸送して多数並べることにより、構築物や建築物の床や壁を構成する。 Then, after the poured concrete has hardened, the fastening bolts (40) (40) are loosened to disassemble the concrete placing seal body (2), and the mold materials (10) (10) are appropriately disassembled. As shown in Fig. 4, the precast plate (A) with the reinforcing bars (11) and (11) protruding on the side of the hardened concrete (K) is completed and transported from the factory to the building site etc. To construct the floors and walls of structures and buildings.
尚、上記実施の形態では、対向させたシールブロック(20)(20)を接近させることで鉄筋(11)を挟圧するようにしたが、シールブロック(20)(20)を予め圧接させ、その後、軟質スポンジ体(21)(21)の境界部に鉄筋(11)の先端を圧入するようにしてもよい。この場合、図5に示すように、軟質スポンジ体(21)及び硬質スポンジ体(22)が鉄筋(11)の先端に対向する部分に、テーパー状凹部(50)を形成するのが好ましい。この構成によれば、圧接させたシールブロック(20)(20)の境界に位置するテーパー状凹部(50) に対して鉄筋(11)の先端(110)を合致させ、その後、鉄筋(11)をシールブロック(20)(20)内へ圧入すると、コンクリート打設用シール体(2)で鉄筋(11)が挟圧された図3のシール状態になる。
上記実施の形態では、本発明のコンクリート打設用シール体を、円形断面の鉄筋(11)を用いてコンクリートを打設する場合を例示的に説明したが、楕円状や矩形状の異形断面を有する鉄筋(11)を用いてコンクリートを打設する場合にも適用できる。
In the above embodiment, the reinforcing bars (11) are clamped by bringing the opposed seal blocks (20), (20) close to each other, but the seal blocks (20), (20) are pressed in advance, and then Alternatively, the tip of the reinforcing bar (11) may be press-fitted into the boundary between the soft sponge bodies (21) and (21). In this case, as shown in FIG. 5, it is preferable to form a tapered recess (50) in a portion where the soft sponge body (21) and the hard sponge body (22) face the tip of the reinforcing bar (11). According to this configuration, the tip (110) of the reinforcing bar (11) is aligned with the tapered recess (50) located at the boundary between the sealed seal blocks (20) and (20), and then the reinforcing bar (11) 3 is press-fitted into the seal blocks (20) and (20), the seal state shown in FIG. 3 is obtained in which the reinforcing bars (11) are clamped by the concrete placing seal body (2).
In the above embodiment, the concrete placing sealing body of the present invention has been described by way of example in which concrete is placed using a circular cross-section reinforcing bar (11). The present invention can also be applied to the case where concrete is placed using the reinforcing bars (11) having the same.
又、図3の想像線で示すように、前記硬質スポンジ体(23)と同じ材質の硬質スポンジ対(23a)(23a)を軟質スポンジ体(21)内に埋め込んでもよい。
更に、図3に於いて、鉄筋(11)の上側のみのシール性を確保するだけで良い場合は、鉄筋(11)を押圧する軟質スポンジ体(21)の上面にのみ硬質スポンジ体(21)を積層状態で接着すればよい。即ち、本願発明では、軟質スポンジ体(21)の少なくとも片面に積層状態で接着されていれば良いのである。
Further, as indicated by an imaginary line in FIG. 3, a pair of hard sponges (23a) and (23a) made of the same material as the hard sponge body (23) may be embedded in the soft sponge body (21).
Furthermore, in FIG. 3, when it is only necessary to ensure the sealing property only on the upper side of the reinforcing bar (11), only the upper surface of the soft sponge body (21) that presses the reinforcing bar (11) is the hard sponge body (21). May be bonded in a laminated state. That is, in the present invention, it is only necessary that the soft sponge body (21) is bonded to at least one surface in a laminated state.
(10)・・・型枠材
(11)・・・鉄筋
(20)・・・シールブロック
(21)・・・軟質スポンジ体
(22)・・・硬質スポンジ体
(10) ・ ・ ・ Form material
(11) ・ ・ ・ Reinforcing bar
(20) ・ ・ ・ Seal block
(21) ・ ・ ・ Soft sponge body
(22) ・ ・ ・ Hard sponge body
Claims (4)
前記シールする部分にて前記鉄筋(11)を径方向から挟圧する一対のシールブロック(20)(20)を備え、
各シールブロック(20)は、
前記鉄筋(11)に径方向から押圧される軟質スポンジ体(21)と、
前記押圧の方向及び鉄筋(11)の延びる方向に対して直角な方向から前記軟質スポンジ体(21)の少なくとも片面に積層状態で接着され、且つ前記軟質スポンジ体(21)より硬質材料で形成された硬質スポンジ体(22)と、を具備し、
前記各シールブロック(20)で前記鉄筋(11)を挟圧した状態では、前記軟質スポンジ体(21)が前記鉄筋(11)に押圧される一方、該押圧される軟質スポンジ体(21)に積層された前記硬質スポンジ体(22)が前記鉄筋(11)から前記積層方向に食み出す、コンクリート打設用シール体。 In the concrete casting sealing body for sealing the penetration part of the reinforcing bar to the formwork material (10) for casting concrete,
A pair of seal blocks (20) and (20) that clamp the rebar (11) from the radial direction at the portion to be sealed,
Each seal block (20)
A soft sponge body (21) pressed from the radial direction to the rebar (11),
The soft sponge body (21) is bonded to at least one surface in a laminated state from a direction perpendicular to the pressing direction and the direction in which the reinforcing bar (11) extends, and is formed of a hard material from the soft sponge body (21). A hard sponge body (22),
In a state in which the reinforcing bar (11) is clamped by the seal blocks (20), the soft sponge body (21) is pressed against the reinforcing bar (11), while the pressed soft sponge body (21) A concrete placing sealing body in which the laminated hard sponge body (22) protrudes from the reinforcing bars (11) in the laminating direction.
前記軟質スポンジ体(21)の前記積層方向の表裏両面に前記硬質スポンジ体(22)が積層状態で接着されている、コンクリート打設用シール体。 In the concrete placing sealing body according to claim 1,
A concrete placing sealing body in which the hard sponge body (22) is bonded in a laminated state to both front and back surfaces of the soft sponge body (21) in the laminating direction.
前記軟質スポンジ体(21)の前記積層方向の厚さは、前記鉄筋(11)の直径以下の寸法に設定されている、コンクリート打設用シール体。 In the concrete placing sealing body according to claim 2,
The concrete placing seal body, wherein the thickness of the soft sponge body (21) in the stacking direction is set to a dimension equal to or less than the diameter of the reinforcing bar (11).
前記軟質スポンジ体(21)の層が複数存在する、コンクリート打設用シール体。 In the concrete placing sealing body according to claim 2 or claim 3,
A sealing body for placing concrete, wherein a plurality of layers of the soft sponge body (21) are present.
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CN114619557A (en) * | 2022-04-12 | 2022-06-14 | 南京高等职业技术学校(江苏联合职业技术学院南京分院) | Forming device and forming method for producing light-transmitting concrete slab by using superposition method |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN114619557A (en) * | 2022-04-12 | 2022-06-14 | 南京高等职业技术学校(江苏联合职业技术学院南京分院) | Forming device and forming method for producing light-transmitting concrete slab by using superposition method |
CN114619557B (en) * | 2022-04-12 | 2023-04-07 | 南京高等职业技术学校(江苏联合职业技术学院南京分院) | Forming device and forming method for producing light-transmitting concrete slab by using superposition method |
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