JP2007231686A - Permanent form - Google Patents
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- JP2007231686A JP2007231686A JP2006057472A JP2006057472A JP2007231686A JP 2007231686 A JP2007231686 A JP 2007231686A JP 2006057472 A JP2006057472 A JP 2006057472A JP 2006057472 A JP2006057472 A JP 2006057472A JP 2007231686 A JP2007231686 A JP 2007231686A
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Abstract
Description
本発明はコンクリート製の構造物を施工する際に、そのものが構造物のコンクリート打設用の型枠として枠組され、打設コンクリートが固化後にコンクリート構造物の表面にそのまま残存するタイプの残存型枠に関する。 In the present invention, when a concrete structure is constructed, a residual formwork of the type in which the structure itself is framed as a formwork for placing concrete, and the cast concrete remains on the surface of the concrete structure after solidification. About.
従来、コンクリート製の構造物を施工する場合、構造物のコンクリート打設用の型枠として枠組し、打設コンクリートが固化後にコンクリート表面に固着し残存して型枠を取り外すことのないコンクリート製の残存型枠が知られている。この残存型枠を枠組する際に、並べて枠組し段積した残存型枠は上下及び左右の接続を連結金具で固定しながら行っている。この時の残存型枠としては、コンクリート製のプレート本体と、その内部に埋設した補強用の網状体と、該網状体に固着しプレートの裏面から突出する断面L字状、或いは断面コ字状の一部を突出する溝形鋼から成り、これらの溝形鋼は四角状に枠組されたものである。 Conventionally, when constructing a concrete structure, it is framed as a formwork for placing concrete in the structure, and the cast concrete is fixed to the concrete surface after solidification and remains without removing the formwork. Residual formwork is known. When the remaining molds are framed, the remaining molds stacked and stacked side by side are connected to each other while the upper and lower and left and right connections are fixed with connecting metal fittings. As the remaining mold at this time, a concrete plate body, a reinforcing mesh embedded in the concrete plate, and an L-shaped section or a U-shaped section that sticks to the mesh and protrudes from the back surface of the plate. These channel steels are framed in a square shape.
特に前記残存型枠が打設コンクリートの固化後に強固に結合されて剥離の恐れを防止する残存型枠としては、本発明者が特開平9−26084号,特開平9−237667号,特開2001−289572などで提案したところである。この特開平9−26084号は、溝形鋼の断面L字状のL字向きを外側に向けたものであり、特開平9−237667号は、溝形鋼の全周に穴を穿設したものであり、特開2001−289572は、溝形鋼の平面に多数のネジ用穴を穿設したものである。
しかしながら特開平9−26084号,特開平9−237667号,特開2001−289572の残存型枠は、プレートの裏面から断面L字状、或いは断面コ字状の一部を突出する溝形鋼から成り、これらの溝形鋼は外周に沿って四角状に枠組されているため、プレートの中央部や溝形鋼付近で、固化した打設コンクリートと残存型枠との間に空洞を若干生じる恐れがあり、打設コンクリートの固化後、コンクリート構造物の表面からハンマーなどを用い、打撃音を聞いて結合状態が判断される検査を行うと、良好でない異音が発生し、残存型枠の固着性に不安を残す恐れが若干生じるという問題点があった。 However, the remaining molds of JP-A-9-26084, JP-A-9-237667, and JP-A-2001-289572 are made of grooved steel that protrudes from the back surface of the plate with a part of a L-shaped section or a U-shaped section. Since these channel steels are framed in a square shape along the outer periphery, there is a risk of creating some cavities between the solidified cast concrete and the residual formwork near the center of the plate and the channel steel. After solidifying the cast concrete, using a hammer or the like from the surface of the concrete structure and inspecting the impact sound to determine the connection state, abnormal noise is generated, and the remaining formwork is fixed. There was a problem that some fear of leaving sexual anxiety occurred.
本発明はコンクリート打設時に空気溜りが発生せず、打設コンクリートとの固着性を向上させる残存型枠を提供することを目的とする。 It is an object of the present invention to provide a remaining formwork that does not generate air trapping during concrete placement and that improves adhesion to the placement concrete.
本発明の他の目的は残存型枠を枠組し段積する時の補強が、突起物に適宜な固定金具を連結させて任意に且つ容易に行える残存型枠を提供するにある。 Another object of the present invention is to provide a residual mold which can be easily and arbitrarily strengthened when a residual mold is framed and stacked, by connecting an appropriate fixing bracket to a protrusion.
本発明は上記問題点に鑑み成されたものであり、つまり、コンクリート製のプレート本体内に埋設した補強材と固着させると共にプレート本体の裏面から突出する多数の突起物を設け、且つプレート本体の裏面の少なくとも四隅にネジ用締着手段を設ける構造とする。また前記突起物として、鉄筋や板材を多数立設しても良く、棒材で山形状に折曲したもの、或いは棒材を波形状に連続して折曲させたものとしても良い。更に前記補強材として、鉄筋で格子状に形成させ、その縦筋と横筋を同一高さにするのが好ましい。 The present invention has been made in view of the above problems. That is, the present invention is provided with a large number of protrusions that are fixed to a reinforcing material embedded in a concrete plate body and protrude from the back surface of the plate body, and A structure is provided in which screw fastening means are provided in at least four corners of the back surface. In addition, as the protrusions, a large number of reinforcing bars and plate materials may be erected, or a bar material bent into a mountain shape, or a bar material bent continuously in a wave shape. Further, as the reinforcing material, it is preferable that the reinforcing bars are formed in a lattice shape with reinforcing bars, and the vertical bars and the horizontal bars have the same height.
請求項1のようにコンクリート製のプレート本体(1)内に埋設した補強材(3)と固着させると共にプレート本体(1)の裏面(1a)から突出する多数の突起物(2)を設けることにより、プレート本体(1)の裏面全体から適宜間隔に突出する突起物(2)が打設コンクリートに食い込まれて一体化を高めると共にコンクリート打設時に空気溜りが出来にくいものとなるので、従来の如き中央部や溝形鋼付近に空洞を生じていた固着不良箇所が殆ど発生する恐れがなくなり、打設コンクリートの構造物との固着性をより向上させる。従って、残存型枠の剥がれにくさが一層向上するものとなる。又、前記プレート本体(1)の少なくとも四隅にネジ用締着手段(4)を設けることにより、プレート本体(1)を枠組し段積する際に、連結金具とネジでもって簡単に連結でき、枠組の作業性が極めて良いものとなる。 A plurality of protrusions (2) projecting from the back surface (1a) of the plate body (1) while being fixed to the reinforcing material (3) embedded in the concrete plate body (1) as in claim 1. Accordingly, the protrusions (2) protruding at appropriate intervals from the entire back surface of the plate body (1) are bitten into the cast concrete to enhance integration, and it is difficult to retain air when placing the concrete. Thus, there is no possibility of occurrence of a poorly fixed portion where a cavity is generated in the vicinity of the central portion or the grooved steel, and the fixing property with the structure of the cast concrete is further improved. Therefore, the difficulty of peeling off the remaining mold is further improved. Further, by providing screw fastening means (4) at least at the four corners of the plate body (1), when the plate body (1) is framed and stacked, it can be easily connected with a connecting bracket and screws, The workability of the framework is extremely good.
請求項2のように突起物(2)に鉄筋を用い、それを立設することにより、プレート本体(1)を枠組し段積する際の補強は必要に応じて、突起物(2)に適宜な固定金具を連結或いは溶接して任意に補強することが簡単に行えると共に請求項1と同様な効果も得られる。 By using a reinforcing bar for the projection (2) as in claim 2, and reinforcing it, the reinforcement when the plate body (1) is framed and stacked is applied to the projection (2) as necessary. It is possible to easily reinforce arbitrarily by connecting or welding an appropriate fixing bracket and obtain the same effect as in the first aspect.
請求項3に示すように突起物(2)に板材を用いることにより、請求項2と同様な効果が得られる。 By using a plate material for the protrusion (2) as shown in claim 3, the same effect as in claim 2 can be obtained.
請求項4に示すように突起物(2)として棒材を山形状に折曲することにより、請求項2と同様な効果が得られる。 As shown in the fourth aspect, the same effect as that of the second aspect can be obtained by bending the bar as the protrusion (2) into a mountain shape.
請求項5のように突起物(2)を千鳥状に突出することにより、突起物(2)がプレート本体(1)の裏面全体から略等間隔に突出するため、打設コンクリートの構造物との固着性をより一層向上出来るものになると共に、プレート本体(1)を枠組し段積する場合の補強作業は、任意の突起物(2)と連結し易くなるため、その作業が簡単になり、作業効率が良くなる。 By projecting the protrusions (2) in a staggered manner as in claim 5, the protrusions (2) protrude from the entire back surface of the plate body (1) at substantially equal intervals. In addition to being able to further improve the adhesiveness of the plate, the reinforcement work when the plate body (1) is framed and stacked becomes easy to connect with the arbitrary projections (2), so that the work is simplified. , Work efficiency is improved.
請求項6のように突起物(2)として棒材を波形状に連続して折曲することにより、補強材(3)との固定箇所を激減させることが可能となるため、残存型枠を製造する際の作業性が良くなる。 Since it becomes possible to drastically reduce the fixing part with the reinforcing material (3) by bending the bar material continuously as a wave shape as the protrusion (2) as in claim 6, Workability in manufacturing is improved.
請求項7に示すように補強材(3)として、縦筋と横筋で格子状に形成することにより、従来の網状のものよりもプレート本体(1)の強度が向上するものとなり、且つ補強材(3)の大きさがプレート本体(1)の大きさに応じて簡単に対応可能なものとなる。また縦筋と横筋の高さを同一にすることにより、プレート本体(1)に作用する縦方向と横方向の力に対して同等の強さが確保出来るものとなるため、特にプレート本体(1)の厚さを薄く形成させる場合に適したものとなる。 As shown in claim 7, by forming the reinforcing material (3) in a lattice pattern with vertical and horizontal streaks, the strength of the plate body (1) is improved as compared with the conventional net-like material, and the reinforcing material The size of (3) can be easily handled according to the size of the plate body (1). Further, by making the vertical and horizontal stripes the same height, it is possible to secure the same strength against the vertical and horizontal forces acting on the plate body (1). ) Is suitable for forming a thin film.
請求項8に示すように補強材(3)を板材で格子状に形成することにより、プレス加工で板材が加工できるため、加工し易いものとなると共に請求項7と同様な効果が得られる。 By forming the reinforcing material (3) in a lattice shape with a plate material as shown in claim 8, since the plate material can be processed by press working, it becomes easy to process and the same effect as in claim 7 is obtained.
図1、図5は本発明の実施形態を示す図であり、この図に基づいて説明する。(1)はコンクリート製のプレート本体であり、該プレート本体(1)は一定の厚さと面積でコンクリートを固化させたプレート状のものであり、前記コンクリートとしては一般のポルトランドセメントに適量の砂等の骨材を混入させ固化したもの、或いは単にレジンコンクリートや特殊シリカセメントだけで固化したもの等を多く使用するが、固化したコンクリートに低粘度のビニール系モノマーを含浸・重合させ、或いはコンクリートに金属短繊維を混入し固化させ、その中に低粘度のビニール系ポリマーを含浸・重合して耐久性及び機械的強度を著しく向上させたものを用いても良い。又、プレート本体(1)の表面は見栄えを良くするために、通常は擬石風などの化粧仕上を施して形成されるが、使用場所によっては化粧仕上が必要ないので化粧仕上をしないこともある。 FIG. 1 and FIG. 5 are diagrams showing an embodiment of the present invention, which will be described based on this figure. (1) is a plate body made of concrete, and the plate body (1) is a plate-shaped material in which concrete is solidified with a certain thickness and area. As the concrete, an appropriate amount of sand or the like is used for general Portland cement. It is often used that is solidified by mixing the aggregates of the above, or simply solidified with resin concrete or special silica cement, but the solidified concrete is impregnated and polymerized with a low-viscosity vinyl monomer, or the concrete is metalized. Short fibers may be mixed and solidified, and a low-viscosity vinyl polymer impregnated and polymerized therein may be used to significantly improve durability and mechanical strength. Further, the surface of the plate body (1) is usually formed with a cosmetic finish such as a pseudo stone to improve the appearance. However, depending on the place of use, the cosmetic finish may not be necessary, so it may not be finished. .
(2)は後述する補強材(3)と下端を固着すると共にプレート本体(1)の裏面(1a)から突出させて設けた多数の突起物であり、該突起物(2)としては鉄筋を用い、それを千鳥状に立設させているが、前記突起物(2)の配置は千鳥状に限定されるものではない。(3)はプレート本体(1)内に埋設した補強材であり、該補強材(3)は縦筋と横筋で格子状に形成している[図9(a)参照]。尚、前記補強材(3)は鉄筋に限定されるものではない。(4)はプレート本体(1)の裏面(1a)の少なくとも四隅に設けたネジ用締着手段であり、該ネジ用締着手段(4)としては、ネジが取付けられるためのタッピンネジ用の下穴やネジ穴などであれば良いが、特には、ネジ用締着手段(4)として、特開2005−354999の残存型枠で使用するタッピンネジ用の締着手段、或いは特開2005−355110の残存型枠で使用する締着手段、つまり、断面略コの字状の角形取付片の角形締着部側をプレート本体(1)の裏面(1a)から突出させると共にその角形取付部にタッピンネジ用の下穴を穿設するか、ナットを固着した締着手段などを使用するのが好ましい。又、前記ネジ用締着手段(4)の数は、プレート本体(1)の形状や大きさに応じて決められる。 (2) is a large number of protrusions that are fixed to the reinforcing material (3), which will be described later, and protruded from the back surface (1a) of the plate body (1). As the protrusions (2), reinforcing bars are used. Although it is used and standing in a staggered manner, the arrangement of the protrusions (2) is not limited to a staggered manner. (3) is a reinforcing material embedded in the plate body (1), and the reinforcing material (3) is formed in a lattice shape with vertical and horizontal bars [see FIG. 9 (a)]. The reinforcing material (3) is not limited to a reinforcing bar. (4) is a screw fastening means provided at least at the four corners of the back surface (1a) of the plate body (1). The screw fastening means (4) is a bottom for a tapping screw for attaching a screw. However, in particular, as the screw fastening means (4), the fastening means for the tapping screw used in the remaining mold of Japanese Patent Application Laid-Open No. 2005-354999, or the method of Japanese Patent Application Laid-Open No. 2005-355110, may be used. The fastening means used in the remaining mold, that is, the square fastening part side of the square mounting piece having a substantially U-shaped cross section is projected from the back surface (1a) of the plate body (1) and the square mounting part is used for a tapping screw. It is preferable to use a fastening means or the like in which a pilot hole is drilled or a nut is fixed. The number of screw fastening means (4) is determined according to the shape and size of the plate body (1).
図2〜図4、図6〜図8は本発明の他の実施形態を示す図であり、これは前記実施形態と比べ、プレート本体(1)と補強材(3)及びネジ用締着手段(4)は同じであるが、突起物(2)が異なる。つまり、図2、図6に示す突起物(2)は棒材で山形状に折曲され、両下端は補強材(3)と溶接或いは針金などで緊結させて固着している。この突起物(2)は千鳥状に固着しているが、該突起物(2)の配置は千鳥状に限定されるものではない。又、図3、図7に示す突起物(2)は板材であり、その上部には穴が2つ穿設されており、下部は補強材(3)と溶接で固着されている。この突起物(2)は千鳥状に設けているが、該突起物(2)の配置は千鳥状に限定されるものではなく、且つ前記上部の穴は2つに限定されるものではないと共に穴の形状も丸形に限定されるものではない。更に図4、図8に示す突起物(2)は棒材を波形状に連続して折曲されたものであり、その波形状の下端は補強材(3)と溶接或いは針金などで緊結させて固着している。この突起物(2)は1列毎に設けているが、前記突起物(2)の配置は1列毎に限定されるものではない。 FIGS. 2 to 4 and FIGS. 6 to 8 show other embodiments of the present invention, which are compared with the above-described embodiments, which are a plate body (1), a reinforcing material (3), and screw fastening means. (4) is the same, but the protrusion (2) is different. That is, the protrusion (2) shown in FIGS. 2 and 6 is bent into a mountain shape with a bar, and both lower ends thereof are firmly fixed to the reinforcing material (3) by welding or wire. The projections (2) are fixed in a zigzag pattern, but the arrangement of the projections (2) is not limited to a zigzag pattern. Further, the projection (2) shown in FIG. 3 and FIG. 7 is a plate material, two holes are formed in the upper part thereof, and the lower part is fixed to the reinforcing material (3) by welding. Although this protrusion (2) is provided in a staggered pattern, the arrangement of the protrusions (2) is not limited to a staggered pattern, and the upper hole is not limited to two. The shape of the hole is not limited to a round shape. Further, the protrusion (2) shown in FIGS. 4 and 8 is obtained by continuously bending a bar material into a corrugated shape, and the lower end of the corrugated shape is fastened to the reinforcing material (3) by welding or a wire. It is stuck. The protrusions (2) are provided for each row, but the arrangement of the protrusions (2) is not limited to each row.
図9は本実施形態の補強材(3)を示す図であり、この図に基づいて説明する。先ず、(a)は縦筋と横筋が重ねられて格子状に形成したものであり、これは一般的に行われる。また(b)は縦筋と横筋が同じ高さで格子状に形成したものであり、特に縦方向と横方向の強さが等しくなるので、プレート本体(1)の厚さが薄い場合の製造に適したものとなる。(c)と(d)の場合は板材と鉄筋を組合せて格子状に形成したものであり、(c)の場合は板材の下端に半円状或いはV字状などの切欠きを多数設け、その切欠きに鉄筋を配置すると共に適宜に固着すれば簡単に形成できるものとなる。一方、(d)の場合は板材に穴を多数設け、その穴に鉄筋を貫通させて配置すると共に適宜に固着すれば簡単に形成できるものとなる。更に(e)の場合は板材と板材を組合せて格子状に形成したものである。尚、この時の(c)と(d)及び(e)に於いては、板材が使用されているため、プレス加工で簡単に板材の加工が行え、補強材(3)の形成が能率良く出来るものとなる。又、前記補強材(3)としては、鉄板が好ましいが、他の金属板或いは、強度が確保できれば、金属板以外の板材を用いても良い。 FIG. 9 is a view showing the reinforcing material (3) of the present embodiment, which will be described based on this drawing. First, (a) is one in which vertical and horizontal stripes are overlapped to form a lattice, which is generally performed. Further, (b) is a case where the vertical and horizontal stripes are formed in a lattice shape with the same height, and particularly when the thickness of the plate body (1) is thin because the strength in the vertical and horizontal directions is equal. It will be suitable for. In the case of (c) and (d), a plate material and a reinforcing bar are combined to form a lattice, and in the case of (c), a number of notches such as semicircular or V-shaped are provided at the lower end of the plate material, If a reinforcing bar is arranged in the notch and is fixed appropriately, it can be easily formed. On the other hand, in the case of (d), a large number of holes can be formed in the plate material, and the reinforcing bars can be inserted through the holes and can be easily formed by fixing them appropriately. Further, in the case of (e), a plate material and a plate material are combined and formed in a lattice shape. In addition, in (c), (d) and (e) at this time, since the plate material is used, the plate material can be easily processed by pressing, and the formation of the reinforcing material (3) is efficient. It will be possible. The reinforcing material (3) is preferably an iron plate, but other metal plates or plate materials other than metal plates may be used as long as the strength can be secured.
次に本発明の使用方法について説明すると、本発明の残存型枠を従来と同様に枠組し段積する。この時、残存型枠を互いに連結すれば良いが、枠組の強度が不安な場合には、プレート本体(1)の裏面(1a)から突出する多数の突起物(2)の適宜位置へ固定金具を適宜に連結或いは溶接して任意に補強すれば、簡単に枠組の強度が確実に確保出来るものとなる。次に前記枠組内に生コンクリートを打設して固化させる。すると、枠組した残存型枠はそのまま打設コンクリートの表面に固着し残存する。この時、プレート本体(1)の裏面(1a)から多数の突起物(2)が突出されているだけであるため、空気溜りは発生しないものとなり、従来の如き若干の空洞を生じる恐れがなくなる。更に前記プレート本体(1)の裏面(1a)から突出した各突起物(2)には、生コンクリートが食い付いて固化されるため、固化した打設コンクリートとプレート本体(1)との固着性が一層向上するものとなるため、打設コンクリートが固化後にコンクリート構造物の表面からハンマーなどが用いられて打撃音を聞けば、良好な結合状態が確認でき、異音の発生の心配は殆どなくなるのである。 Next, a method of using the present invention will be described. The remaining molds of the present invention are framed and stacked in the same manner as in the prior art. At this time, the remaining molds may be connected to each other. However, if the strength of the frame is uncertain, the metal fittings are fixed to the appropriate positions of the many protrusions (2) protruding from the back surface (1a) of the plate body (1). If the frames are appropriately connected or welded to be arbitrarily reinforced, the strength of the frame can be easily ensured. Next, the ready-mixed concrete is placed in the frame and solidified. As a result, the framed residual form remains as it is on the surface of the cast concrete. At this time, since only a large number of protrusions (2) protrude from the back surface (1a) of the plate body (1), no air pockets are generated, and there is no possibility of generating some cavities as in the prior art. . Further, since each of the protrusions (2) protruding from the back surface (1a) of the plate body (1) is bitten and solidified, the adhesion between the solidified cast concrete and the plate body (1) is fixed. Therefore, if the hammering sound is used from the surface of the concrete structure after the cast concrete is solidified and you hear the impact sound, you will be able to confirm a good bonding condition and there will be almost no worry about the generation of abnormal noise. It is.
本発明は、土木工事や建築工事のコンクリート構造物を施工する際に、打設コンクリートの型枠として使用できると共に構造物の表面の壁面として使用できる。 INDUSTRIAL APPLICABILITY The present invention can be used as a cast concrete formwork and as a wall surface on the surface of a structure when constructing a concrete structure for civil engineering or architectural work.
1 プレート本体
1a 裏面
2 突起物
3 補強材
4 ネジ用締着手段
1 Plate body
1a Back 2 Projection 3 Reinforcement 4 Screw fastening means
Claims (8)
Residual formwork according to claim 1, wherein the reinforcing material (3) is a plate material, which is formed in a lattice shape.
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KR101091600B1 (en) | 2009-02-13 | 2011-12-13 | 신상원 | Precast form structure for gutter and construction method using the same |
JP2022506916A (en) * | 2019-03-21 | 2022-01-17 | 華南理工大学 | Ultra-high performance concrete prefabricated permanent template and its applications |
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KR101091600B1 (en) | 2009-02-13 | 2011-12-13 | 신상원 | Precast form structure for gutter and construction method using the same |
JP2022506916A (en) * | 2019-03-21 | 2022-01-17 | 華南理工大学 | Ultra-high performance concrete prefabricated permanent template and its applications |
JP7143992B2 (en) | 2019-03-21 | 2022-09-29 | 華南理工大学 | Prefabricated Permanent Form Plates Made of Ultra-High Performance Concrete and Their Applications |
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