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JP3725874B2 - Core hole forming apparatus for supporting handrail support and core hole forming method - Google Patents
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JP3725874B2 - Core hole forming apparatus for supporting handrail support and core hole forming method - Google Patents

Core hole forming apparatus for supporting handrail support and core hole forming method Download PDF

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Publication number
JP3725874B2
JP3725874B2 JP2003027788A JP2003027788A JP3725874B2 JP 3725874 B2 JP3725874 B2 JP 3725874B2 JP 2003027788 A JP2003027788 A JP 2003027788A JP 2003027788 A JP2003027788 A JP 2003027788A JP 3725874 B2 JP3725874 B2 JP 3725874B2
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Prior art keywords
core hole
hole forming
sheath tube
concrete
forming body
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JP2004238868A (en
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光 徐
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株式会社ツヅキ
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/08Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
    • E04G9/083Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【0001】
本発明はPC造、RC造にて製作されるコンクリート構造物のバルコニー手摺部分、廊下手摺部分等に予め手摺支持用のコア孔を形成するためのコア孔形成装置及びコア孔形成工法に関するものである。
【0002】
【従来の技術】
マンションのバルコニーや廊下部分に手摺を設置する場合、該手摺の支柱材は、コンクリート構造物に予めアンカーを埋め込み、該アンカーに前記手摺支柱下地材下部を溶接止めするか、コンクリート構造物のコンクリート打設時にシース管と称する鋼管を埋設して蓋をし、コンクリートの養生後、前記蓋外して手摺支柱埋設孔を形成していた。
【0003】
前記工法にあっては、手摺支柱をアンカーに溶接後、アンカー上部をモルタル等で仕上げたり、またシース管により形成された手摺支柱埋設孔に植設された手摺支柱は無収縮コンクリート等を充填され強固に固定する方法が用いられてきた。
【0004】
しかし、前記手摺支柱の立設後、アンカー上へのモルタル充填や、無収縮コンクリートの充填作業では、該モルタル充填部分や、無収縮コンクリート充填部分からの浸水が原因で、15年から20年の経年により前記アンカーやシース管を腐蝕させてしまいサビによる躯体破壊が起きてしまう欠点があった。
【0005】
このため実公平8−6951号にて提案された手摺支柱用埋没孔の成型装置が提案されている。前記考案においては、金属性硬質の筒体とその上部に取付ける上蓋、及び筒体の外側に嵌挿するゴム等からなる弾力性のある外筒より構成され、上蓋に持手と外筒に係合するスプリングを設け、外筒側面に隆起部を適宜突設したものである。
【0006】
前記外筒は、ゴム等弾力性のある材料にて作られ可変可能であるが、金属製の筒体を嵌挿することにより変形不能となり、筒体に嵌挿した外筒は、筒体の上にビス止めした上蓋のスプリングを設け、外筒側面に突起部を適宜突設している。
【0007】
従って、前記従来例に於いては、ゴム製の外筒に金属製の筒体を嵌挿し、埋没孔の形成位置に配置し、コンクリートを流し込む。コンクリートの養生後、前記上蓋の持手を把握して筒体を上方に引き抜けば、筒体は抵抗なく軽く抜き取れ、筒体を抜き取った外筒は変形可能であるから埋没孔より剥がして簡単に抜き取ることができ、後にアンカーやシース管等、金属製形状物が残らない手摺の埋没孔のみが形成されるので、手摺支柱は該埋没孔に植設された後、コンクリート等の固定用充填材を詰め込み、手摺支柱を固定していた。
【0008】
而して、引用した従来例にあっては、手摺支柱の支持用コア孔内には、アンカーやシース管等の金属形状物が残らないので、手摺支柱の固定用に後から充填するコンクリート部分で経年による浸水が原因の錆による躯体破壊が生じない等の大きな利点があるが、ゴム製外筒は、養生後のコンクリートからの剥離性が悪く、また、ゴム製外筒は肉厚も厚いため、コンクリート構造物からの剥離作業はバール等によるこじ開け作業となり、作業効率が悪い。
【0009】
また、従来装置は、実用化にあたり、肉厚のあるゴム製外筒とスチール製筒体を組み合わせており、重量が重くPC工場におけるPC造構造物の製作用で、現場施工のRC造向きではなかった。
【0010】
【発明が解決しようとする課題】
斯くして、本発明は上述の欠点を解消し、養生後のコンクリートからの剥離性の良い剥離部材と、剥離性の良い剥離部材の形状を提供し、該剥離部材と鞘管の組み合わせにより、新規な手摺支柱支持用コア孔形成装置及びコア孔形成工法を提供することを目的とする。
【0011】
【課題を解決するための手段】
本発明は、打設されるコンクリートに接しコンクリート養生後剥離される剥離部材は常に折り畳まれた袋形状で、該袋形状剥離部材は常に折り畳まれる様な内部応力を有したプラスチック成形材からなり、該折り畳まれた剥離部材を袋状に拡げ開口部から挿入可能な鞘管を嵌挿固着して筒状のコア孔形成体を構成し、該コア孔形成体は前記鞘管上部に一体化して設けられた位置決めボルトを有する蓋体を設けており、該コア孔形成体をコンクリート打設前に任意位置に設定し、該コア孔形成体の位置決め及び固定に鞘管の蓋体に設けられた位置決めボルトを使用してコンクリートの型枠材に固定し、該コンクリート型枠材にコンクリートを打設し、該コンクリートが養生された後鞘管を引き抜き、該鞘管を引き抜き後形成されたコア孔より袋状剥離部材を折り畳む様にして取り外すことを特徴とした手摺支柱支持用コア孔形成装置及びコア孔形成工法を提供できた。
【0012】
【発明の実施の形態】
本発明の実施の形態を実施例に基づき図1乃至図4を参照して説明する。
図1乃至図3は本発明のコア孔形成体を組み立てる手順並びの各部品の形状を示す斜視説明図であり、図に於いて1はプラスチック成形材にて成形された剥離部材と鞘管を分離して示している。
【0013】
図1に於ける剥離部材1の形状は多くのプラスチックが有する内部応力を成型時に矯正せず剥離部材1として成形された時、全体が折り畳まれた形を残す様に作られ、搬送時にもコンパクトに梱包輸送可能な形状を形成している。
【0014】
また剥離部材1はその外部側で打設されるコンクリートと接し、該コンクリートの養生期間中コンクリート内に放置されるものであるが、外面の平滑度が良く水分を跳ね返し湿気を帯びないことから、理想的な剥離部材1となる。
【0015】
更に、プラスチックは剥離部材1の形状成形にあっても1.0mmから2.0mm程度まで薄く軽量の成形が可能で優れており、プラスチックの中でも特にポリプロピレンは折り畳み部2及び3といった所で繰り返し曲げ強度が優れていることから、現存するプラスチックスの中では剥離部材1の材料として最適である。
【0016】
前記、剥離部材1の形状は、拡げたとき開口部4と底辺部5を持つ袋形状で縁部6は他部より厚めに成形されており、縁部6下に固定棒7を挿着するためのピン孔8a、8bが穿たれている。尚、前記底辺部5は、折り畳まれた時に、下部に突起形状として、折り畳み代が飛び出しコンクリートとの剥離を補助する工夫がなされており、該底辺部5の形状は図2に示すように剥離部材1を拡げたときに四角垂のテーパー形状9として現れる。
【0017】
斯くして、図1に於ける鞘管10はアルミパイプやアルミ板材にて形成される形状物で鞘管10上部には、板材にて形成された蓋体11が鞘管10に一体化されており、該蓋体11には位置決めボルト12が植設されている。
尚、図1に示す13a、13b、は、蓋体11の側壁に穿たれた固着用貫通孔で、前記剥離部材1に穿たれたピン孔8a、8bと共に前記固着棒7が挿着され剥離部材1と鞘管10を固着一体化する。
【0018】
図2は、剥離部材1の、常に折り畳まれた袋形状物を開口部4を拡げることにより鞘管10を嵌挿固着する準備をした状態を示すもので、剥離部材1は拡げると、該断面が略四角形または略長方形の袋状を有し、該大きさは、予め形成するコア孔の大きさ、深さを想定して設計されている。
【0019】
図3は、図2に於いて開口部4を拡げられた剥離部材1に鞘管10を嵌挿した状態を示しており、該図3にあっては、剥離部材1内には鞘管10が骨材として嵌挿されコンクリート打設時の充填圧に十分に耐える事の出来るコア孔形成体14を構成している。
【0020】
前記コア孔形成体14は、剥離部材1を袋状に拡げ開口部4から挿入可能な鞘管10を嵌挿し、該剥離材10と鞘管11を固着棒7を挿着することにより着脱自在に一体化されている。また、該コア孔形成体14は鞘管10の蓋体11上部に位置決めボルト12が植設されており、該位置決めボルト12にワッシャー15を嵌合せしめ、ナット16を螺着してコンクリート型枠(図示せず)に固定可能に準備されている。
【0021】
而して、図4は、本発明のコア孔形成体14をPC造及びRC造コンクリート構造物にいかに配置してコア孔を形成するかを説明する斜視説明図であり、図4において、17,18、19はバルコニーや廊下手摺の立ち上がり部分をコンクリート構造にて製作するための型枠、該型枠17及び18の上部には摺動溝20を有するアングル部材21が装架されている。
【0022】
前記アングル部材21は、フラットバー等により構成されたクリップ材22により型枠17,18の縁部にボルト23・ナット24(図示せず)の締結にて任意位置に固定することができる。前記コア孔形成体14は型枠17、18、19内に1回目のコンクリート打設A1部分を行い、コア孔形成体14の設定深さや、手摺の支柱ピッチ間隔でコア孔形成体14を配置し(図4は1カ所のみを表示)、該コア孔形成体14を蓋体11に植設されている位置決めボルト12を使用してアングル部材21に係合して前後左右を調整し、それぞれのナット16及び24の締結により、前記コア孔形成体14を型枠17、18に固定した後、仕上げのコンクリートA2部分を打設する。
【0023】
而して、本発明にあっては、打設されたコンクリートA1及びA2が養生され後、アングル部材12を型枠17,18から外し、コア孔形成体14より鞘管10を引き抜くと、コンクリート内に形成されたコア孔内には剥離部材1が残り、該剥離部材1は常に折り畳まれる様な内部応力を有しているため、コア孔内にて元の折り畳まれた形状にもどるため、前記コア孔内にて剥離部材1はコンクリート面より剥離するか、少し剥離部材1の縁部6を変形させてやれば、簡単にコア孔より剥離部材1から取り外すことができ、後にアンカーやシース管等金属製形状物の残らないコア孔が形成でき、該コア孔に手摺支柱を植設し無収縮コンクリートを周囲に充填することで、より長い経年変化に耐え躯体破壊のない手摺支柱支持用コア孔が形成できる。
【0024】
【発明の効果】
本発明は、打設されるコンクリートに接しコンクリート養生後剥離される剥離部材1は常に折り畳まれた袋形状で、該袋形状剥離部材1は常に折り畳まれる様な内部応力を有したプラスチックス成型材から成り、該折り畳まれた剥離部材1を袋状に拡げ開口部4から挿入可能な鞘管10を嵌挿固着して筒状のコア孔形成体14を構成し、該コア孔形成体14は前記鞘管10上部に一体化して設けられた位置決めボルト12を有する蓋体11を設けており、該コア孔形成体14を仕上げコンクリート打設前に任意位置に設定し、該コア孔形成体の位置決め及び固定に鞘管10の蓋体11に設けられた位置決めボルト12を使用してコンクリートの型枠17,18,19に固定し、該コンクリート型枠材17、18,19にコンクリートを打設し、該コンクリートが養生された後鞘管10を引き抜き、該鞘管10を引き抜き後形成されたコア孔より袋形状剥離部材1を折り畳む様にして取り外すことにより、手摺支柱支持用コア孔を形成する装置及びコア孔形成工法を提供した。
【0025】
本発明は、養生されたコンクリート構造物より簡単且つ容易に鞘管10及び剥離部材1を引く抜く事が出来、特に打設されたコンクリートに接し養生期間を経てコンクリートから剥離されるプラスチック製剥離部材1は、該剥離部材1は、外面の平滑度が良く水分を跳ね返し、湿気をおびないことから、コンクリートに対して剥離し易く、該剥離部材1が常に折り畳まれるような応力を保持していて、前記鞘管10を引き抜いたとき元の形状に戻ろうとするので、コンクリート内に形成されるコア孔より剥離部材1は容易に剥離出来るのでコア孔形成作業が効率よく行える。
【0026】
また、本発明においては、プラスチック製剥離部材1が軽量で、且つ元の形状が折り畳まれた状態の成形体であることから、PC造の製作工場や現場への輸送や梱包が効率良く行え、この利点は鞘管10をアルミ製材料にて製作し軽量化を図ることによりより顕著な効果を得ることが出来る。
【0027】
而して、本発明は、上述の効率良い構成にてPC造、RC造のコンクリート構造物に従来の様にアンカー及びシース管のような金属製形状物の残らないコア孔が簡単且つ容易に形成出来る。
【図面の簡単な説明】
【図1】コア孔形成体の部品を説明する斜視説明図である。
【図2】コア孔形成体を作成する斜視動作説明図である。
【図3】コア孔形成体の形状を示す斜視説明図である。
【図4】コア孔形成体をPC造、またはRC造コンクリート構造物に配置した状態を示す斜視説明図である。
【符号の説明】
1 剥離部材
2、3 折り畳み部
4 開口部
5 底辺部
6 縁部
7 固着棒
8a、8b ピン孔
9 テーパー形状
10 鞘管
11 蓋体
12 位置決めボルト
13a、13b 固着用貫通孔
14 コア孔形成体
15 ワッシャー
16 ナット
17、18、19 型枠
20 摺動溝
21 アングル部材
22 クリップ材
23 ボルト
24 ナット
A1 1回目のコンクリート打設
A2 仕上げコンクリリート打設
[0001]
The present invention relates to a core hole forming apparatus and a core hole forming method for forming a core hole for supporting a handrail in advance in a balcony handrail part, a corridor handrail part, etc. of a concrete structure manufactured by a PC structure or an RC structure. is there.
[0002]
[Prior art]
When handrails are installed on the balcony or corridor of an apartment building, the support material for the handrails is pre-embedded with an anchor in the concrete structure, and the lower part of the handrail support material is welded to the anchor, or the concrete structure is cast into concrete. At the time of installation, a steel pipe called a sheath pipe was buried and covered, and after curing the concrete, the lid was removed to form a handrail strut embedding hole.
[0003]
In the construction method, after welding the handrail strut to the anchor, the upper part of the anchor is finished with mortar or the like, and the handrail strut embedded in the handrail strut embedding hole formed by the sheath tube is filled with non-shrinkable concrete etc. A method of firmly fixing has been used.
[0004]
However, after the handrail column is erected, the mortar filling on the anchor and the non-shrinkable concrete filling work are carried out for 15 to 20 years due to the flooding from the mortar-filled part and the non-shrinkable concrete filled part. There is a drawback that the anchor and the sheath tube are corroded with the passage of time, and the rust is destroyed by the rust.
[0005]
For this reason, a device for forming a buried hole for a handrail post proposed in Japanese Utility Model Publication No. 8-6951 has been proposed. In the above-mentioned device, it is composed of a metallic hard cylinder, an upper lid attached to the upper part thereof, and an elastic outer cylinder made of rubber or the like to be fitted on the outer side of the cylinder, and the upper lid is connected to the handle and the outer cylinder. A spring to be joined is provided, and a raised portion is appropriately projected on the side surface of the outer cylinder.
[0006]
The outer cylinder is made of an elastic material such as rubber and can be changed.However, the outer cylinder cannot be deformed by inserting a metal cylinder, and the outer cylinder inserted into the cylinder is An upper cover spring fastened with screws is provided, and a protrusion is appropriately provided on the side of the outer cylinder.
[0007]
Therefore, in the above-described conventional example, a metal cylinder is inserted into a rubber outer cylinder, placed at a position where a buried hole is formed, and concrete is poured. After curing the concrete, if you grasp the handle of the top lid and pull the cylinder upward, the cylinder can be pulled out lightly without resistance, and the outer cylinder from which the cylinder has been pulled out can be deformed and removed from the buried hole. Since it is easy to pull out and only the burial hole of the handrail that does not leave a metal shaped object such as an anchor or a sheath tube is formed later, the handrail post is installed in the burial hole and used for fixing concrete etc. The filler was packed and the handrail post was fixed.
[0008]
Thus, in the cited conventional example, there is no metal shape such as an anchor or a sheath tube remaining in the core hole for supporting the handrail strut, so the concrete portion to be filled later for fixing the handrail strut However, the rubber outer cylinder is poorly peelable from the concrete after curing, and the rubber outer cylinder is thick. For this reason, the peeling work from the concrete structure is a prying work with a bar or the like, and the working efficiency is poor.
[0009]
In addition, the conventional equipment combines a thick rubber outer cylinder and a steel cylinder for practical use, and is heavy, making it a PC structure in a PC factory. There wasn't.
[0010]
[Problems to be solved by the invention]
Thus, the present invention eliminates the above-mentioned drawbacks, provides a peelable member having good peelability from the concrete after curing, and a shape of a peelable member having good peelability, and by combining the peelable member and the sheath tube, It is an object of the present invention to provide a new core hole forming apparatus and core hole forming method for supporting handrail struts.
[0011]
[Means for Solving the Problems]
In the present invention, the peeling member that comes into contact with the placed concrete and peels off after curing the concrete is in a folded bag shape, and the bag-shaped peeling member is made of a plastic molding material having an internal stress that is always folded, The folded release member is expanded into a bag shape, and a sheath tube that can be inserted from the opening is fitted and fixed to form a cylindrical core hole forming body. The core hole forming body is integrated with the upper portion of the sheath tube. A lid having positioning bolts provided is provided, the core hole forming body is set at an arbitrary position before placing the concrete, and the core hole forming body is provided at the lid of the sheath tube for positioning and fixing. A core hole formed after fixing the concrete formwork using positioning bolts, placing the concrete on the concrete formwork, drawing the sheath tube after the concrete is cured, and drawing the sheath pipe More bags It could provide handrail posts supporting a core hole forming apparatus and the core holes formed construction method is characterized in that removal in the manner folding the peeling member.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described based on an example with reference to FIGS.
FIG. 1 to FIG. 3 are perspective explanatory views showing the shape of each part of the sequence of steps for assembling the core hole forming body of the present invention. In FIG. 1, reference numeral 1 denotes a peeling member and a sheath tube formed of a plastic molding material. Shown separately.
[0013]
The shape of the peeling member 1 in FIG. 1 is formed so that the internal stress of many plastics is not corrected at the time of molding, and is formed as a peeling member 1 so that the whole is left folded, and it is also compact at the time of transportation. A shape that can be packed and transported is formed.
[0014]
Further, the peeling member 1 is in contact with the concrete placed on the outside thereof, and is left in the concrete during the curing period of the concrete, but since the smoothness of the outer surface is good and moisture is repelled and does not take moisture, An ideal peeling member 1 is obtained.
[0015]
Furthermore, plastic is excellent in that it can be molded thin and light from 1.0 mm to 2.0 mm even in the molding of the peeling member 1, and in particular, polypropylene has a repeated bending strength at the folding parts 2 and 3. Since it is excellent, it is the most suitable material for the peeling member 1 among existing plastics.
[0016]
The shape of the peeling member 1 is a bag shape having an opening 4 and a base 5 when expanded, and the edge 6 is formed thicker than the other parts, and a fixing rod 7 is inserted under the edge 6. Pin holes 8a and 8b are formed for this purpose. When the bottom portion 5 is folded, the bottom portion 5 has a protruding shape so that the folding margin protrudes and assists the separation from the concrete. The shape of the bottom portion 5 is peeled as shown in FIG. When the member 1 is expanded, it appears as a rectangular taper shape 9.
[0017]
Thus, the sheath tube 10 in FIG. 1 is a shape formed of an aluminum pipe or an aluminum plate material, and a lid body 11 formed of a plate material is integrated with the sheath tube 10 at the upper portion of the sheath tube 10. A positioning bolt 12 is implanted in the lid body 11.
Reference numerals 13a and 13b shown in FIG. 1 denote fixing through holes formed in the side wall of the lid 11, and the fixing rod 7 is inserted together with the pin holes 8a and 8b formed in the peeling member 1 to be peeled off. The member 1 and the sheath tube 10 are fixed and integrated.
[0018]
FIG. 2 shows a state in which the peeling member 1 is prepared to be fitted and fixed to the sheath tube 10 by expanding the opening 4 of the bag-shaped product that is always folded. Has a substantially quadrangular or substantially rectangular bag shape, and the size is designed assuming the size and depth of the core hole formed in advance.
[0019]
3 shows a state in which the sheath tube 10 is inserted into the peeling member 1 whose opening 4 is expanded in FIG. 2, and in FIG. Is inserted as an aggregate to constitute a core hole forming body 14 that can sufficiently withstand the filling pressure when casting concrete.
[0020]
The core hole forming body 14 is detachable by expanding the peeling member 1 in a bag shape and inserting a sheath tube 10 into which the peeling member 1 can be inserted from the opening 4 and inserting the fixing rod 7 between the peeling material 10 and the sheath tube 11. Is integrated. The core hole forming body 14 has a positioning bolt 12 planted on the top of the lid 11 of the sheath tube 10. A washer 15 is fitted to the positioning bolt 12, and a nut 16 is screwed to a concrete formwork. (Not shown) is prepared to be fixable.
[0021]
Thus, FIG. 4 is a perspective explanatory view for explaining how the core hole forming body 14 of the present invention is arranged in the PC and RC concrete structures to form the core hole. , 18 and 19 are molds for manufacturing a rising part of a balcony or a corridor handrail with a concrete structure, and an angle member 21 having a sliding groove 20 is mounted on the upper parts of the molds 17 and 18.
[0022]
The angle member 21 can be fixed at an arbitrary position by fastening a bolt 23 and a nut 24 (not shown) to the edges of the molds 17 and 18 by a clip material 22 formed of a flat bar or the like. The core hole forming body 14 performs the first concrete placement A1 portion in the molds 17, 18 and 19, and the core hole forming body 14 is arranged at the set depth of the core hole forming body 14 and the pitch pitch interval of the handrail. (FIG. 4 shows only one location), and the core hole forming body 14 is engaged with the angle member 21 using the positioning bolts 12 implanted in the lid body 11 to adjust the front, rear, left and right respectively. The core hole forming body 14 is fixed to the mold frames 17 and 18 by fastening the nuts 16 and 24, and then the finished concrete A2 portion is placed.
[0023]
Thus, in the present invention, after the cast concrete A1 and A2 are cured, the angle member 12 is removed from the molds 17 and 18, and the sheath tube 10 is pulled out from the core hole forming body 14, and then the concrete is obtained. Since the peeling member 1 remains in the core hole formed in the inside and the peeling member 1 has an internal stress that is always folded, the original folded shape is restored in the core hole. If the peeling member 1 is peeled from the concrete surface in the core hole or the edge 6 of the peeling member 1 is slightly deformed, it can be easily removed from the peeling member 1 through the core hole, and later anchor or sheath A core hole that does not leave a metal shaped object such as a tube can be formed, and a handrail strut can be formed in the core hole and filled with non-shrinkable concrete to support the handrail strut that can withstand longer aging and does not break down the frame. Core hole can be formed .
[0024]
【The invention's effect】
In the present invention, the peeling member 1 that comes into contact with the placed concrete and is peeled after curing is always in a folded bag shape, and the plastic molding material having an internal stress such that the bag shaped peeling member 1 is always folded. The folded peeling member 1 is expanded into a bag shape, and a sheath tube 10 that can be inserted from the opening 4 is fitted and fixed to form a cylindrical core hole forming body 14. A lid 11 having positioning bolts 12 provided integrally on the sheath tube 10 is provided, and the core hole forming body 14 is set at an arbitrary position before finishing concrete placement, and the core hole forming body The positioning bolts 12 provided on the lid 11 of the sheath tube 10 are used for positioning and fixing to the concrete molds 17, 18, 19, and the concrete is cast on the concrete molds 17, 18, 19. Shi A device for forming a core hole for supporting a handrail strut by pulling out the sheath tube 10 after the concrete is cured and removing the bag-shaped peeling member 1 from the core hole formed after the sheath tube 10 is pulled out. And a core hole forming method was provided.
[0025]
The present invention can easily and easily pull out the sheath tube 10 and the peeling member 1 from a cured concrete structure, and in particular, is a plastic peeling member that comes into contact with the placed concrete and peels from the concrete after a curing period. 1 is that the peeling member 1 has a smooth outer surface, repels moisture, and does not absorb moisture. Therefore, the peeling member 1 is easy to peel off from concrete, and maintains a stress such that the peeling member 1 is always folded. When the sheath tube 10 is pulled out, it returns to its original shape, so that the peeling member 1 can be easily peeled off from the core hole formed in the concrete, so that the core hole forming operation can be performed efficiently.
[0026]
Further, in the present invention, the plastic release member 1 is lightweight and is a molded body in which the original shape is folded, so that it can be efficiently transported and packaged to a PC manufacturing factory or site, This advantage can be obtained more significantly by making the sheath tube 10 of an aluminum material and reducing the weight.
[0027]
Thus, according to the present invention, the core hole in which the metal shape such as the anchor and the sheath tube does not remain in the concrete structure of the PC structure and the RC structure with the above-described efficient structure is simple and easy. Can be formed.
[Brief description of the drawings]
FIG. 1 is a perspective explanatory view illustrating components of a core hole forming body.
FIG. 2 is a perspective view for explaining a core hole forming body.
FIG. 3 is a perspective explanatory view showing the shape of a core hole forming body.
FIG. 4 is a perspective explanatory view showing a state in which a core hole forming body is arranged in a PC or RC concrete structure.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Separation member 2, 3 Folding part 4 Opening part 5 Bottom part 6 Edge part 7 Adhering rod 8a, 8b Pin hole 9 Tapered shape 10 Sheath pipe 11 Lid 12 Positioning bolt 13a, 13b Adhering through hole 14 Core hole forming body 15 Washer 16 Nut 17, 18, 19 Mold 20 Slide groove 21 Angle member 22 Clip material 23 Bolt 24 Nut
A1 First concrete placement
A2 Finishing concrete placement

Claims (8)

打設されるコンクリートに接しコンクリート養生後剥離される剥離部材は常に折り畳まれた袋形状で、該袋形状剥離部材は常に折り畳まれるような内部応力を有したプラスチック成形材から成り、該折り畳まれた剥離部材を袋状に拡げ開口部から挿入可能な鞘管を嵌挿固着して筒状のコア孔形成体を構成し、該コア孔形成体は前記鞘管上部に一体化して設けられた位置決めボルトを有する蓋体を設けており、該コア孔形成体をコンクリート打設前に任意位置設定し、該コア孔形成体の位置決め及び固定に鞘管の蓋体に設けられた位置決めボルトを使用してコンクリートの型枠材に固定したこと、
を特徴とする手摺支柱支持用コア孔形成装置。
The peeling member that comes into contact with the placed concrete and is peeled off after curing is always in a folded bag shape. The peeling member is expanded in a bag shape, and a sheath tube that can be inserted from the opening is fitted and fixed to form a cylindrical core hole forming body, and the core hole forming body is provided integrally with the upper portion of the sheath tube. A lid having a bolt is provided, the core hole forming body is set at an arbitrary position before placing concrete, and a positioning bolt provided on the lid of the sheath tube is used for positioning and fixing the core hole forming body. Fixed to a concrete formwork,
A core hole forming device for supporting a handrail post.
打設されるコンクリートに接しコンクリート養生後剥離される剥離部材は常に折り畳まれた袋形状で、該袋形状剥離部材は常に折り畳まれるような内部応力を有したプラスチックス成形材から成り、該折り畳まれた剥離部材を袋状に拡げ開口部から挿入可能な鞘管を嵌挿固着して筒状のコア孔形成体を構成し、該コア孔形成体は前記鞘管上部に一体化して設けられた位置決めボルトを有する蓋体を設けており、該コア孔形成体をコンクリート打設前に任意位置に設定し、該コア孔形成体の位置決め及び固定に鞘管の蓋体に設けられた位置決めボルトを使用してコンクリートの型枠材に固定し、該コンクリート型枠材にコンクリートを打設し、該コンクリートが養生された後鞘管を引き抜き、該鞘管引き抜き後形成されたコア孔より袋状剥離部材を折り畳む様にして取り外すこと、
を特徴とする手摺支柱支持用コア孔形成工法。
The peeling member that comes into contact with the concrete to be placed and peels off after curing the concrete is always in a folded bag shape. The peeling member was expanded into a bag shape and a sheath tube that can be inserted from the opening was fitted and fixed to form a cylindrical core hole forming body, and the core hole forming body was provided integrally with the upper portion of the sheath tube A lid having positioning bolts is provided, the core hole forming body is set at an arbitrary position before placing concrete, and positioning bolts provided on the lid of the sheath tube are used for positioning and fixing the core hole forming body. Use to fix to concrete formwork material, place concrete on the concrete formwork material, pull out the sheath tube after the concrete is cured, peel off the bag shape from the core hole formed after drawing the sheath tube Part Be removed in the manner folding,
A core hole forming method for supporting handrail struts.
前記袋形状剥離部材のプラスチックス成形材料としてポリプロピレンを使用することを特徴とする請求項1記載の手摺支柱支持用コア孔形成装置。The core hole forming apparatus for supporting a handrail strut according to claim 1, wherein polypropylene is used as a plastic molding material of the bag-shaped peeling member. 前記袋形状剥離部材のプラスチックス成形材料としてポリプロピレンを使用することを特徴とする請求項2記載の手摺支柱用コア孔形成工法。The core hole forming method for handrail struts according to claim 2, wherein polypropylene is used as a plastic molding material for the bag-shaped release member. 前記袋形状剥離部材の底辺部の形状を外部に突出するわずかな四角錐形状に構成すること、Configuring the shape of the bottom of the bag-shaped peeling member into a slight quadrangular pyramid shape projecting to the outside;
を特徴とする請求項1記載の手摺支柱支持用コア孔形成装置。  The core hole forming device for supporting a handrail post according to claim 1.
前記袋形状剥離部材の底辺部の形状を外部に突出するわずかな四角錐形状に構成すること、Configuring the shape of the bottom of the bag-shaped peeling member into a slight quadrangular pyramid shape projecting to the outside;
を特徴とする請求項2記載の手摺支柱支持用コア孔形成工法。  The core hole forming method for supporting a handrail post according to claim 2.
前記折り畳まれた剥離部材を袋形状に拡げ開口部から鞘管を嵌挿固着して筒状のコア孔形成体を構成するにあたり、剥離部材と鞘管を固着する手段は剥離部材と鞘管を横断して貫通されたピン孔に固着棒を挿着することにより成されること、When the folded release member is expanded into a bag shape and a sheath tube is fitted and fixed from the opening to form a cylindrical core hole forming body, the means for fixing the release member and the sheath tube is the release member and the sheath tube. It is made by inserting a fixing rod into a pin hole penetrating through,
を特徴する請求項1記載の手摺支柱支持用コア孔形成装置。  The core hole forming device for supporting a handrail post according to claim 1.
前記折り畳まれた剥離部材を袋形状に拡げ開口部から鞘管を嵌挿固着して筒状のコア孔形成体を構成するにあたり、剥離部材と鞘管を固着する手段は剥離部材と鞘管を横断して貫通されたピン孔に固着棒を挿着することにより成されること、When the folded release member is expanded into a bag shape and a sheath tube is fitted and fixed from the opening to form a cylindrical core hole forming body, the means for fixing the release member and the sheath tube is the release member and the sheath tube. It is made by inserting a fixing rod into a pin hole penetrating through,
を特徴する請求項2記載の手摺支柱支持用コア孔形成工法。  The core hole forming method for supporting a handrail post according to claim 2.
JP2003027788A 2003-02-05 2003-02-05 Core hole forming apparatus for supporting handrail support and core hole forming method Expired - Fee Related JP3725874B2 (en)

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