JP3497493B2 - Curing protection device for concrete corners - Google Patents

Curing protection device for concrete corners

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Publication number
JP3497493B2
JP3497493B2 JP2001349055A JP2001349055A JP3497493B2 JP 3497493 B2 JP3497493 B2 JP 3497493B2 JP 2001349055 A JP2001349055 A JP 2001349055A JP 2001349055 A JP2001349055 A JP 2001349055A JP 3497493 B2 JP3497493 B2 JP 3497493B2
Authority
JP
Japan
Prior art keywords
concrete
corner portion
concrete skeleton
curing
male screw
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2001349055A
Other languages
Japanese (ja)
Other versions
JP2003147967A (en
Inventor
重幸 山田
Original Assignee
株式会社 山田研業社
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Filing date
Publication date
Application filed by 株式会社 山田研業社 filed Critical 株式会社 山田研業社
Priority to JP2001349055A priority Critical patent/JP3497493B2/en
Publication of JP2003147967A publication Critical patent/JP2003147967A/en
Application granted granted Critical
Publication of JP3497493B2 publication Critical patent/JP3497493B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート躯体
のコーナ部の養生保護装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a curing protection device for a corner portion of a concrete skeleton.

【0002】[0002]

【従来の技術】図11は、柱や壁等のコンクリート躯体
を構築するために、型枠固定用ロッド1と型枠固定具2
とにより左右の型枠3,3を組み立てた状態を示す一部
切断側面図である。
2. Description of the Related Art FIG. 11 shows a mold fixing rod 1 and a mold fixing tool 2 for constructing concrete frames such as columns and walls.
FIG. 7 is a partially cut side view showing a state in which the left and right molds 3 and 3 are assembled by and.

【0003】型枠固定用ロッド1は、構築するコンクリ
ート躯体の厚さ寸法に応じた長さのものを選定して用い
られ、型枠固定用ロッド1の両端部には、雄ネジ部4が
形成されている。
The mold fixing rod 1 is used by selecting one having a length corresponding to the thickness dimension of the concrete frame to be constructed, and male screw portions 4 are provided at both ends of the mold fixing rod 1. Has been formed.

【0004】型枠固定具2は、図12に示すように、型
枠位置決め駒5と、締付ロッド6と、押し具7と、締付
ナット8により構成されている。
As shown in FIG. 12, the mold fixing tool 2 is composed of a mold positioning piece 5, a tightening rod 6, a pressing tool 7, and a tightening nut 8.

【0005】前記型枠位置決め駒5は、前記型枠固定用
ロッド1の雄ネジ部4に螺合する雌ネジ部9が一端に開
口したナット10を有している。該ナット10の外周に
は、雌ネジ部9の開口側の外径が小さく開口と反対側に
向かって大径となる截頭円錐形状の位置決め部材11が
一体に固定されており、更に、位置決め部材11の中心
部には、前記ナット10と一体で前記雌ネジ部9の開口
と反対側に向かって所要の長さで延設されたボルト部1
2を備えている。この時、前記型枠位置決め駒5の位置
決め部材11は、一般に合成樹脂にて截頭円錐形の筒状
に形成されており、又この他の部材は鋼等の金属で形成
されている。
The mold frame positioning piece 5 has a nut 10 having an open female threaded portion 9 at one end which is screwed onto the male threaded portion 4 of the mold fixing rod 1. A frustoconical positioning member 11 having a small outer diameter on the opening side of the female screw portion 9 and a large diameter toward the opposite side of the opening is integrally fixed to the outer periphery of the nut 10, and the positioning is further performed. At the center of the member 11, a bolt portion 1 is integrally formed with the nut 10 and extends a required length toward the side opposite to the opening of the female screw portion 9.
Equipped with 2. At this time, the positioning member 11 of the mold frame positioning piece 5 is generally formed of a synthetic resin in a truncated conical tubular shape, and the other members are formed of metal such as steel.

【0006】前記締付ロッド6は、前記型枠位置決め駒
5のボルト部12に螺合する雌ネジ部13を一端に有し
ており、又締付ロッド6の他端には所要長さの雄ネジ部
14が形成されている。更に、前記締付ロッド6の雌ネ
ジ部13の外周部には押付座15が形成されており、
又、締付ロッド6の所要位置にはスパナ等の絞め具によ
り締付ロッド6を回転させるための係合部6aが形成さ
れている。
The tightening rod 6 has a female screw portion 13 at one end which is screwed into the bolt portion 12 of the mold positioning piece 5, and the other end of the tightening rod 6 has a required length. The male screw portion 14 is formed. Further, a pressing seat 15 is formed on the outer peripheral portion of the female screw portion 13 of the tightening rod 6,
An engaging portion 6a for rotating the tightening rod 6 is formed at a required position of the tightening rod 6 by a tightening tool such as a spanner.

【0007】前記押し具7は、開口16を介して前記締
付ロッド6に嵌合し、更に図11に示すように型枠3の
外面を押圧して支持するための二本のパイプ材17を支
持するようにした凹部18を両側に備えている。
The pushing tool 7 is fitted into the tightening rod 6 through the opening 16, and further, as shown in FIG. 11, two pipe members 17 for pressing and supporting the outer surface of the mold 3 are supported. Is provided on both sides.

【0008】前記締付ナット8は、前記締付ロッド6の
雄ネジ部14に螺合して前記押し具7を押圧するように
している。
The tightening nut 8 is screwed into the male screw portion 14 of the tightening rod 6 to press the pushing tool 7.

【0009】型枠固定用ロッド1と型枠固定具2とによ
り型枠3,3を組み立てる作業について、図11、図1
2を参照して説明する。
The operation of assembling the molds 3 and 3 by the mold fixing rod 1 and the mold fixing tool 2 will be described with reference to FIGS.
2 will be described.

【0010】先ず、構築する柱や壁等の厚さ寸法に応じ
た長さの型枠固定用ロッド1を用意する。この時、型枠
固定用ロッド1の両端の雄ネジ部4には、型枠位置決め
駒5の雌ネジ部9が螺合して取り付けられており、型枠
位置決め駒5の位置決め部材11の大径側端部の相互間
距離Sが、構築するコンクリート躯体の厚さとなるの
で、型枠位置決め駒5のねじ込みにより距離Sを調整す
る。
First, a mold fixing rod 1 having a length corresponding to a thickness dimension of a pillar or a wall to be constructed is prepared. At this time, the female screw portions 9 of the mold frame positioning piece 5 are screwed and attached to the male screw portions 4 on both ends of the mold frame fixing rod 1, so that the positioning member 11 of the mold frame positioning piece 5 has a large size. Since the mutual distance S between the radial end portions is the thickness of the concrete skeleton to be constructed, the distance S is adjusted by screwing in the formwork positioning piece 5.

【0011】左右の型枠3,3に予め所要の間隔で形成
されている開口3aに、型枠固定用ロッド1の両端に備
えた型枠位置決め駒5のボルト部12を貫通させる。そ
して、型枠3,3を貫通したボルト部12の先端に、前
記締付ロッド6の雌ネジ部13を螺合し、係合部6aに
スパナ等を係合して締付ロッド6を回転させることによ
り締込みを行って、型枠位置決め駒5と締付ロッド6に
より型枠3,3を挾持する。
The bolt portions 12 of the mold frame positioning piece 5 provided at both ends of the mold fixing rod 1 are passed through the openings 3a formed in the left and right mold frames 3 and 3 at predetermined intervals. Then, the female screw portion 13 of the tightening rod 6 is screwed onto the tip of the bolt portion 12 penetrating the molds 3 and 3, and the tightening rod 6 is rotated by engaging a spanner or the like with the engaging portion 6a. By doing so, the molds are clamped, and the molds 3 and 3 are clamped by the mold positioning piece 5 and the tightening rod 6.

【0012】次に、型枠3,3の外面に二本のパイプ材
17を当て、このパイプ材17を外側から押すように押
し具7を当てて締付ロッド6の雄ネジ部14に螺合した
締付ナット8を締込むようにする。すると、押し具7及
びパイプ材17を介して型枠3,3は外側に湾曲しない
ようにしっかり支持される。型枠3,3は、所要の間隔
で形成されている複数の開口3aにおいて、前記型枠固
定用ロッド1と型枠固定具2とにより連結され、これに
より型枠3,3は、距離Sの間隔を保持した状態で高い
強度に組立てられる。
Next, two pipe members 17 are applied to the outer surfaces of the molds 3 and 3, and a pushing tool 7 is applied to push the pipe members 17 from the outside, and the male screw portion 14 of the tightening rod 6 is screwed. Make sure to tighten the combined tightening nut 8. Then, the molds 3 and 3 are firmly supported via the pusher 7 and the pipe member 17 so as not to be curved outward. The molds 3 and 3 are connected by the mold fixing rod 1 and the mold fixing tool 2 at a plurality of openings 3a formed at required intervals, whereby the molds 3 and 3 are separated by a distance S. It is assembled with high strength while maintaining the space.

【0013】このように組み立てられた型枠3,3間に
生コンクリートを打設する。
Fresh concrete is poured between the molds 3 and 3 assembled in this way.

【0014】生コンクリートの打設後、所要の固化時間
を経過した後に前記型枠3,3を除去する作業は次のよ
うにして行う。
After pouring the ready-mixed concrete and after the required solidification time has elapsed, the work of removing the molds 3 and 3 is performed as follows.

【0015】先ず、締付ナット8を緩めて押し具7を緩
めることにより二本のパイプ材17を取り外した後、締
付ロッド6を回して型枠位置決め駒5のボルト部12か
ら締付ロッド6を取り外し、続いて、型枠3,3をボル
ト部12から抜き出して型枠3を取り外す。
First, after loosening the tightening nut 8 and loosening the pusher 7, the two pipe members 17 are removed, and then the tightening rod 6 is rotated to move the bolt portion 12 of the mold frame positioning piece 5 to the tightening rod. 6, the molds 3 and 3 are extracted from the bolt portion 12, and the mold 3 is removed.

【0016】次に、ボルト部12を指で掴んで回すか、
又は型枠位置決め駒5の内側のナット10に工具を係合
させて回すことにより、型枠位置決め駒5を型枠固定用
ロッド1の雄ネジ部4から取り外す。これにより、図1
3、図14に示すように、コンクリート躯体19が露出
する。
Next, by grasping the bolt portion 12 with a finger and turning it,
Alternatively, the mold positioning piece 5 is removed from the male screw portion 4 of the mold fixing rod 1 by engaging and turning a tool on the nut 10 inside the mold positioning piece 5. As a result,
3, the concrete frame 19 is exposed as shown in FIG.

【0017】このとき、コンクリート躯体19の表面に
は、前記型枠位置決め駒5による截頭円錐形の凹部20
が所要の間隔で形成されており、更に、各凹部20の底
部には、前記型枠固定用ロッド1の雄ネジ部4が所要の
長さで突出している。
At this time, on the surface of the concrete skeleton 19, a frustoconical recess 20 formed by the mold positioning piece 5 is formed.
Are formed at required intervals, and the male screw portion 4 of the mold fixing rod 1 is projected at a required length at the bottom of each recess 20.

【0018】このようにして構築されたコンクリート躯
体19は、養生を行いつつ、室内等の周辺作業を進める
ことになるが、コンクリート躯体19のコーナ部21に
は作業者が衝突して怪我をする危険があり、更に、コー
ナ部21は作業者や運搬器材等が衝突した場合に破損し
易く、又破損した場合にはコーナ部21の修復作業は非
常に大変であるという問題があった。
While the concrete skeleton 19 constructed in this manner is being cured, the peripheral work inside the room, etc. will proceed, but a worker collides with the corner portion 21 of the concrete skeleton 19 and is injured. In addition, there is a danger that the corner portion 21 is easily damaged when a worker or a carrier material collides, and when the corner portion 21 is damaged, the repair work of the corner portion 21 is very difficult.

【0019】このため、コンクリート躯体19を構築し
た後に、コンクリート躯体19のコーナ部21をカバー
して、作業者や運搬器材等の衝突を緩衝し、又、コーナ
部21が作業者や運搬器材等の衝突によって破損するよ
うなことがないように、塩化ビニル製板等のL形保護材
をコーナ部21に取り付けて養生と保護とを行うことが
実施されている。
For this reason, after the concrete skeleton 19 is constructed, the corner portion 21 of the concrete skeleton 19 is covered to buffer the collision of the worker or the carrier equipment, and the corner portion 21 is used by the worker or the carrier material. In order to prevent damage due to the collision, the L-shaped protective material such as a vinyl chloride plate is attached to the corner portion 21 to perform curing and protection.

【0020】図13、図14は、その従来の一例を示し
たものであり、塩化ビニル製板等のL形保護材22をコ
ンクリート躯体19のコーナ部21に配置し、このL形
保護材22を針金23と帯状ゴム24を用いて固定して
いる。
FIG. 13 and FIG. 14 show an example of the prior art, in which an L-shaped protective material 22 such as a vinyl chloride plate is arranged in a corner portion 21 of a concrete skeleton 19 and the L-shaped protective material 22 is provided. Are fixed using a wire 23 and a band-shaped rubber 24.

【0021】即ち、帯状ゴム24は所要の長さを有して
その両端部に環状部25が形成されており、前記コーナ
部21を挟む位置における凹部20の底部に突出してい
る雄ネジ部4に、前記帯状ゴム24の両端の環状部25
に通した針金23の端部を巻き付けて固定する。これに
より、L形保護材22は帯状ゴム24を介してコンクリ
ート躯体19のコーナ部21に固定される。
That is, the belt-shaped rubber 24 has a required length and is formed with annular portions 25 at both ends thereof, and the male screw portion 4 protruding to the bottom of the recess 20 at the position where the corner portion 21 is sandwiched. The annular portions 25 at both ends of the rubber band 24.
The end of the wire 23 passed through is wound and fixed. As a result, the L-shaped protective material 22 is fixed to the corner portion 21 of the concrete frame 19 via the belt-shaped rubber 24.

【0022】一方、図15は従来の他の例を示したもの
であり、コンクリート躯体19のコーナ部21に配置し
たL形保護材22の両幅端部を、コンクリート躯体19
の表面に接着テープ26(ガムテープ)を用いて直接貼
り付けて固定している。
On the other hand, FIG. 15 shows another conventional example, in which both width ends of the L-shaped protective material 22 arranged at the corner portion 21 of the concrete frame 19 are connected to the concrete frame 19.
The adhesive tape 26 (gum tape) is directly attached and fixed on the surface of the.

【0023】[0023]

【発明が解決しようとする課題】しかし、図13、図1
4に示すように、帯状ゴム24と針金23を用いてL形
保護材22をコンクリート躯体19のコーナ部21に固
定する方法においては、帯状ゴム24の両端部を針金2
3を用いて凹部20内の雄ネジ部4に巻き付けることに
よって固定するために、次のような問題を有していた。
However, FIG. 13 and FIG.
As shown in FIG. 4, in the method of fixing the L-shaped protective material 22 to the corner portion 21 of the concrete skeleton 19 using the strip-shaped rubber 24 and the wire 23, both ends of the strip-shaped rubber 24 are fixed to the wire 2
Since it is fixed by winding it around the male screw part 4 in the recess 20 by using 3, there is the following problem.

【0024】即ち、コンクリート躯体19の表面に形成
されている凹部20は、大径側で直径が略30mm程
度、深さが略25mm程度と小さく、更に凹部20の底
部から突出する雄ネジ部4の長さは略12mm程度で凹
部20内に位置する短い長さであるために、雄ネジ部4
に針金23を巻き付けて固定する作業が非常に難しく、
高い強度で固定できないために安定性が低く、針金23
が雄ネジ部4から外れてしまう危険性がある。
That is, the concave portion 20 formed on the surface of the concrete skeleton 19 has a small diameter of about 30 mm on the large diameter side and a depth of about 25 mm, and the male screw portion 4 protruding from the bottom of the concave portion 20. The length of the male screw portion 4 is about 12 mm and is a short length located in the recess 20.
It is very difficult to wind and fix the wire 23 on the
Since it cannot be fixed with high strength, the stability is low and the wire 23
There is a risk that the screw will come off the male screw part 4.

【0025】更に、前記針金23を雄ネジ部4に巻き付
けて固定する作業が難しいために、作業に時間と労力を
要し、作業能率が非常に悪いという問題がある。又、作
業者の安全を図るために、雄ネジ部4に針金23を巻き
付けて固定するときに針金23の末端が外側に突出しな
いように処理する必要があり、このために作業能率が更
に低下していた。又、L形保護材22をコンクリート躯
体19のコーナ部21から取り外す際にも、針金23に
よる固定を取り外すために作業が面倒で非能率的である
という問題を有していた。
Further, since it is difficult to wind and fix the wire 23 around the male screw portion 4, it takes a lot of time and labor and the work efficiency is very poor. Further, in order to ensure the safety of the worker, it is necessary to process the wire 23 so that the end of the wire 23 does not project to the outside when the wire 23 is wound around the male screw part 4 and fixed, which further reduces the work efficiency. Was. Further, even when the L-shaped protective material 22 is removed from the corner portion 21 of the concrete skeleton 19, there is a problem that the work is troublesome and inefficient because the fixation by the wire 23 is removed.

【0026】一方、図15に示すように、接着テープ2
6を用いてL形保護材22をコンクリート躯体19のコ
ーナ部21に貼り付けて固定する方法は、作業が比較的
容易で安価に実施できるが、次のような問題を有してい
た。
On the other hand, as shown in FIG. 15, the adhesive tape 2
The method of sticking and fixing the L-shaped protective material 22 to the corner portion 21 of the concrete skeleton 19 using No. 6 is relatively easy and can be performed at low cost, but has the following problems.

【0027】即ち、コンクリート躯体19のコーナ部2
1の養生が終了して、L形保護材22を取り外す際に、
接着テープ26を剥離すると、接着テープ26のノリが
コンクリート躯体19の表面に残って薄黒いシミが生じ
る問題がある。特に、コンクリート躯体19の表面を打
ち放しのまま利用する場合には、このシミが問題とな
る。このために、シンナー等を用いて上記シミを除去す
る作業を行っているが、この除去作業によりコンクリー
ト躯体19の表面が白濁したように変色してしまい、こ
れを手直しする必要が生じる。このように、接着テープ
26を剥離した際に生じるシミを除去・修復する作業に
多大な労力、時間、費用を要するという問題を有してい
た。又、人体に悪影響があるシンナー類を用いるために
安全上に問題があり、取扱いには十分な注意が必要であ
るという問題を有していた。
That is, the corner portion 2 of the concrete skeleton 19
When the L-shaped protective material 22 is removed after the curing of 1 is completed,
When the adhesive tape 26 is peeled off, there is a problem that the glue of the adhesive tape 26 remains on the surface of the concrete skeleton 19 to cause dark spots. In particular, when the surface of the concrete skeleton 19 is used as it is, the stain is a problem. For this reason, although the work of removing the stains is performed using a thinner or the like, the surface of the concrete skeleton 19 is discolored as if it were clouded by this removing work, and it is necessary to repair it. As described above, there is a problem that a great deal of labor, time, and cost are required for the work of removing / restoring the stain that occurs when the adhesive tape 26 is peeled off. In addition, there is a problem in safety due to the use of thinners that have an adverse effect on the human body, and there is a problem in that sufficient care is required in handling.

【0028】本発明は、上記従来の問題を解決しようと
してなしたもので、L形保護材をコンクリート躯体のコ
ーナ部に固定する作業を簡単且つ高能率に行うことがで
き、しかも確実な固定が可能であり、更に、L形保護材
をコンクリート躯体のコーナ部から取り外す作業も簡単
に、しかもコンクリート躯体表面の修復作業等を要する
ことなしに高能率に行えるようにしたコンクリート躯体
のコーナ部の養生保護装置を提供することを目的として
成したものである。
The present invention has been made in order to solve the above-mentioned conventional problems, and the work of fixing the L-shaped protective material to the corner portion of the concrete skeleton can be performed easily and efficiently, and moreover, the reliable fixing can be achieved. In addition, it is possible to remove the L-shaped protective material from the corner of the concrete skeleton easily, and at the same time, the corner of the concrete skeleton can be cured with high efficiency without the need to repair the surface of the concrete skeleton. The purpose is to provide a protection device.

【0029】[0029]

【課題を解決するための手段】本発明は、型枠固定用ロ
ッドにより支持された型枠内部に生コンクリートを打設
し、脱枠後のコンクリート躯体のコーナ部を養生保護す
るための養生保護装置であって、コンクリート躯体のコ
ーナ部に沿うように形成されたL形保護材と、コンクリ
ート躯体表面の凹部に突出する型枠固定用ロッドの雄ネ
ジ部に螺合する雌ねじ部と固縛材取付部とを有する係止
具と、コンクリート躯体のコーナ部を挟む位置の雄ネジ
部に取り付けた係止具の固縛材取付部間を接続して前記
L形保護材をコンクリート躯体のコーナ部に固定する固
縛材とを備えたことを特徴とするコンクリート躯体のコ
ーナ部の養生保護装置、に係るものである。
SUMMARY OF THE INVENTION The present invention is a curing protection for pouring ready-mixed concrete inside a formwork supported by a formwork-fixing rod to protect the corner portion of a concrete frame after deframed. A device, which is an L-shaped protective member formed along a corner portion of a concrete skeleton, a female screw portion that is screwed into a male screw portion of a mold fixing rod protruding into a recess on the surface of the concrete skeleton, and a fastening material The L-shaped protective material is connected to the locking member having a mounting portion and the fastening member mounting portion of the locking member attached to the male screw portion at a position sandwiching the corner portion of the concrete skeleton to connect the L-shaped protective material to the corner portion of the concrete skeleton. The present invention relates to a curing protection device for a corner portion of a concrete skeleton, which is provided with a staking material fixed to the.

【0030】上記手段において、係止具が合成樹脂製で
あり、係止具に備えられる雌ネジ部に代えて、雄ネジ部
に嵌合固定が可能な凹凸を内面に有する嵌合口を備えて
いてもよい。
In the above means, the engaging member is made of synthetic resin, and in place of the female screw portion provided in the engaging member, the male screw portion is provided with a fitting opening having concave and convex portions capable of being fitted and fixed on the inner surface. May be.

【0031】又、固縛材は、少なくとも一部に伸縮部材
を備えていてもよく、又、伸縮部材はゴムであってもよ
く、又、伸縮部材はバネであってもよい。
At least a part of the binding material may be provided with an elastic member, the elastic member may be rubber, and the elastic member may be a spring.

【0032】本発明によれば、以下のように作用する。According to the present invention, it operates as follows.

【0033】凹部内に突出する雄ネジ部に、簡単、確実
に着脱できるようにした係止具を備え、且つ係止具に備
えた固縛材取付部に、少なくとも一部に伸縮部材を有す
る固縛材の端部を引っかけて係止することにより、L形
保護材をコンクリート躯体のコーナ部に固定する。この
ようにしたので、L形保護材の固定作業を簡単且つ高能
率に行うことができ、更に、L形保護材の固定を確実に
行えるようになる。
The male screw portion protruding into the recess is provided with a locking member that can be easily and surely attached and detached, and the fastening member mounting portion provided in the locking device has an elastic member at least in part. The L-shaped protective material is fixed to the corner portion of the concrete skeleton by hooking and locking the end portion of the securing material. Since it did in this way, the work of fixing the L-shaped protective material can be performed easily and efficiently, and further, the L-shaped protective material can be securely fixed.

【0034】更に、L形保護材をコンクリート躯体のコ
ーナ部から取り外す作業も簡単に、しかもコンクリート
躯体表面の修復作業等を要することなしに高能率に行え
るようになる。
Further, the work for removing the L-shaped protective material from the corner portion of the concrete skeleton can be easily performed, and the work can be performed with high efficiency without requiring the work for repairing the surface of the concrete skeleton.

【0035】[0035]

【発明の実施の形態】以下、本発明の好適な実施の形態
を図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings.

【0036】図1〜図4は、本発明のコンクリート躯体
のコーナ部の養生保護装置の一例を示したものであり、
図中図11〜図15と同一のものには同じ符号を付して
詳細な説明は省略し、本発明の特徴部分についてのみ詳
述する。
FIGS. 1 to 4 show an example of a curing / protecting device for a corner portion of a concrete skeleton of the present invention.
In the figure, the same parts as those in FIGS. 11 to 15 are designated by the same reference numerals, and detailed description thereof will be omitted.

【0037】本発明のコンクリート躯体のコーナ部の養
生保護装置は、従来と同様にコンクリート躯体19のコ
ーナ部21に配置するようにしたL形保護材22を備え
る。
The curing protection device for the corner portion of the concrete skeleton of the present invention is provided with the L-shaped protective material 22 arranged at the corner portion 21 of the concrete skeleton 19 as in the conventional case.

【0038】更に、図1、図2に示すように、コンクリ
ート躯体19の表面に形成された凹部20の底部に突出
している型枠固定用ロッドの雄ネジ部4に螺合して固定
できるようにした係止具27を備える。
Further, as shown in FIGS. 1 and 2, it can be screwed and fixed to the male screw portion 4 of the mold fixing rod protruding to the bottom of the recess 20 formed on the surface of the concrete skeleton 19. The locking device 27 is provided.

【0039】係止具27は、図3、図4に示すように、
前記型枠固定用ロッド1の雄ネジ部4に螺合できる雌ネ
ジ部28を一端側に備えており、又他端側にはフック状
の固縛材取付部29を備えている。この係止具27及び
固縛材取付部29は、合成樹脂或いは金属等により構成
することができる。
The locking member 27, as shown in FIGS. 3 and 4,
A female screw portion 28 that can be screwed into the male screw portion 4 of the mold fixing rod 1 is provided on one end side, and a hook-shaped securing material attaching portion 29 is provided on the other end side. The locking tool 27 and the securing material mounting portion 29 can be made of synthetic resin, metal, or the like.

【0040】又、図1に示すように、コンクリート躯体
19のコーナ部21を挟む位置の凹部20の雄ネジ部4
に取り付けた係止具27の固縛材取付部29の相互間を
接続するようにした固縛材30を備える。
Further, as shown in FIG. 1, the male screw portion 4 of the recess 20 at the position where the corner portion 21 of the concrete skeleton 19 is sandwiched.
The securing material 30 is configured to connect the securing material mounting portions 29 of the locking tool 27 attached to the.

【0041】図1、図2に示す固縛材30は、全体が帯
状ゴム等の伸縮部材31にて構成されており、該伸縮部
材31の両端部には環状部32が形成されており、該環
状部32を前記係止具27のフック状の固縛材取付部2
9に引っかけて係止できるようにしている。
The binding material 30 shown in FIGS. 1 and 2 is composed entirely of elastic members 31 such as band-shaped rubber, and annular members 32 are formed at both ends of the elastic members 31. The annular portion 32 is attached to the hook-like securing material attachment portion 2 of the locking tool 27.
It is hooked on 9 so that it can be locked.

【0042】図5は、本発明のコンクリート躯体のコー
ナ部の養生保護装置における係止具の他の形態を示した
ものであり、図5の係止具33は硬質塩ビ系等の合成樹
脂により製作されており、この係止具33には、型枠固
定用ロッド1の雄ネジ部4に押込んで嵌合させることに
より雄ネジ部4に固定できるようにした凹凸34を内面
に有する嵌合口35が形成されている。又、係止具33
の嵌合口35と反対側の端部には、前記と同様のフック
状の固縛材取付部29が備えられている。
FIG. 5 shows another form of the fastener in the apparatus for protecting and curing the corner portion of the concrete skeleton of the present invention. The fastener 33 of FIG. 5 is made of a synthetic resin such as hard PVC. The fitting 33 is manufactured, and the fitting 33 has a concavity and convexity 34 on the inner surface that can be fixed to the male screw portion 4 by being pushed into the male screw portion 4 of the mold fixing rod 1 and fitted therein. 35 is formed. Also, the locking device 33
At the end opposite to the fitting port 35, a hook-like securing material attaching portion 29 similar to the above is provided.

【0043】以下に、上記形態例の作用を説明する。The operation of the above embodiment will be described below.

【0044】図1、図2に示すように、コンクリート躯
体19のコーナ部21を挟む位置の凹部20内に突出し
ている型枠固定用ロッド1の雄ネジ部4に、図3、図4
の係止具27、又は図5の係止具33を固定する。
As shown in FIGS. 1 and 2, the male screw portion 4 of the mold-fixing rod 1 projecting into the concave portion 20 at a position sandwiching the corner portion 21 of the concrete skeleton 19 is attached to the male screw portion 4 of FIG.
The lock 27 of FIG. 5 or the lock 33 of FIG. 5 is fixed.

【0045】図3、図4の係止具27は、係止具27を
手指で支持し、雌ネジ部28を雄ネジ部4に当てて回す
ことにより雄ネジ部4に螺合させる。これにより係止具
27は雄ネジ部4に強固に固定される。
3 and 4, the locking tool 27 is supported by fingers, and the female thread part 28 is brought into contact with the male thread part 4 and rotated to be screwed into the male thread part 4. As a result, the locking tool 27 is firmly fixed to the male screw part 4.

【0046】又、図5の係止具33は、係止具33を手
指で支持し、嵌合口35を雄ネジ部4に当てて押込む。
この時、嵌合口35の凹凸34が変形しながら雄ネジ部
4に嵌合し、これにより係止具33は雄ネジ部4に強固
に固定される。
Further, the locking tool 33 of FIG. 5 supports the locking tool 33 with fingers and pushes the fitting port 35 against the male screw portion 4.
At this time, the unevenness 34 of the fitting port 35 is deformed and fitted into the male screw portion 4, whereby the locking member 33 is firmly fixed to the male screw portion 4.

【0047】次に、図1、図2に示すように、コンクリ
ート躯体19のコーナ部21に沿ってL形保護材22を
配置する。
Next, as shown in FIGS. 1 and 2, the L-shaped protective material 22 is arranged along the corner portion 21 of the concrete skeleton 19.

【0048】続いて、前記コーナ部21を挟む一方の雄
ネジ部4に固定された係止具27(又は33)の固縛材
取付部29に、伸縮部材31からなる固縛材30の一端
の環状部32を引っかけて係止させ、又、他方の雄ネジ
部4に固定された係止具27(又は33)の固縛材取付
部29に、固縛材30の他端の環状部32を引っかけて
係止させる。これにより、L形保護材22は、伸縮部材
31による固縛材30の弾力によって、コンクリート躯
体19のコーナ部21に確実に固定される。
Subsequently, one end of the fastening material 30 made of the elastic member 31 is attached to the fastening material attachment portion 29 of the locking tool 27 (or 33) fixed to the one male screw portion 4 sandwiching the corner portion 21. Of the locking member 27 (or 33) fixed to the other male screw portion 4 to the locking member attachment portion 29 of the locking member 27 (or 33) fixed to the other male screw portion 4. Hook 32 to lock. As a result, the L-shaped protective member 22 is securely fixed to the corner portion 21 of the concrete frame 19 by the elasticity of the fastening member 30 by the elastic member 31.

【0049】一方、養生後に、コンクリート躯体19の
コーナ部21に設置されたL形保護材22を取り外す際
には、先ず、固縛材30の環状部32を係止具27(又
は33)の固縛材取付部29から取り外して固縛材30
を除去した後、係止具27(又は33)を雄ネジ部4か
ら除去する。この時、図3、図4の係止具27は、係止
具27を手指で回すことにより雄ネジ部4から除去する
ことができる。又、図5の係止具33は、手指で或いは
ペンチ等の器具を使って係止具33を外側に引っ張るこ
とにより、雄ネジ部4から除去することができる。
On the other hand, when removing the L-shaped protective material 22 installed in the corner portion 21 of the concrete skeleton 19 after curing, first, the annular portion 32 of the securing material 30 is locked by the locking tool 27 (or 33). The lashing material 30 is detached from the lashing material attaching portion 29
After removing, the locking tool 27 (or 33) is removed from the male screw part 4. At this time, the locking tool 27 of FIGS. 3 and 4 can be removed from the male screw portion 4 by turning the locking tool 27 with fingers. Further, the locking tool 33 of FIG. 5 can be removed from the male screw portion 4 by pulling the locking tool 33 to the outside with a finger or an instrument such as pliers.

【0050】前記した係止具27,33は、再利用する
ようにしてもよく、又、係止具27,33は樹脂材料に
より量産し安価に製作することができるので、使い捨て
としてもよい。この時、特に係止具33は凹凸34が潰
れて再使用できないことが考えられるので、使い捨てと
する。
The above-mentioned locking members 27, 33 may be reused, and since the locking members 27, 33 can be mass-produced at a low cost by using a resin material, they may be disposable. At this time, since it is considered that the engaging member 33 cannot be reused because the unevenness 34 is crushed in particular, the engaging member 33 is disposable.

【0051】上記したように、凹部20内に突出する雄
ネジ部4に、簡単、確実に着脱できるようにした係止具
27,33を備え、且つ係止具27,33に備えた固縛
材取付部29に伸縮部材31からなる固縛材30の端部
を引っかけて係止することにより、L形保護材22をコ
ンクリート躯体19のコーナ部21に固定するようにし
たので、L形保護材22の固定作業を簡単且つ高能率に
行うことができる。更に、L形保護材22をコーナ部2
1に確実に固定することができる。
As described above, the male screw portion 4 projecting into the recess 20 is provided with the engaging members 27 and 33 which can be easily and surely attached and detached, and the fastening members 27 and 33 are fixed. The L-shaped protective material 22 is fixed to the corner portion 21 of the concrete skeleton 19 by hooking and locking the end portion of the securing material 30 made of the elastic member 31 to the material mounting portion 29. The work of fixing the material 22 can be performed easily and efficiently. Further, the L-shaped protective material 22 is attached to the corner portion 2.
1 can be securely fixed.

【0052】更に、L形保護材22をコンクリート躯体
19のコーナ部21から取り外す作業も簡単に、しかも
コンクリート躯体19表面の修復作業等を要することな
しに高能率に行えるようになる。
Further, the work for removing the L-shaped protective material 22 from the corner portion 21 of the concrete skeleton 19 can be performed easily and highly efficiently without the need for repairing the surface of the concrete skeleton 19.

【0053】図6、図7は、前記固縛材30の他の例を
示したものであり、図6は伸縮部材31による固縛材3
0の端部に、前記係止具27,33の固縛材取付部29
に係止するためのリング36を備えた場合であり、又、
図7は同様の固縛材30の端部にフック37を備えた場
合である。
6 and 7 show another example of the lashing member 30. FIG. 6 shows the lashing member 3 made of the elastic member 31.
At the end of 0, the securing material attachment part 29 of the locking tools 27, 33 is attached.
With a ring 36 for locking to
FIG. 7 shows a case in which the hook 37 is provided at the end of the same fastening material 30.

【0054】又、図7のように固縛材30の端部にフッ
ク37を備えた場合には、図8に示すように、係止具2
7,33に備える固縛材取付部29を、フック37を引
っかけるピン38とフック37の脱落を防止するフラン
ジ39からなる引っかけ部としてもよい。
When the fastening member 30 is provided with the hook 37 at the end as shown in FIG. 7, as shown in FIG.
The binding material attachment portion 29 provided on the wires 7 and 33 may be a hook portion including a pin 38 for hooking the hook 37 and a flange 39 for preventing the hook 37 from falling off.

【0055】又、図9、図10は、固縛材30の他の例
を示したものであり、図9は、端部にフック40を備え
た金属等の非伸縮部材41の一部に帯状ゴムによる伸縮
部材31を備えた場合であり、又、図10は、端部にリ
ング42を備えた紐等の非伸縮部材43の一部に、バネ
44(スプリング)による伸縮部材45を備えた場合を
示している。このように、一部に伸縮部材31,45を
備えた固縛材30によっても、その弾性によってL形保
護材22をコンクリート躯体19のコーナ部21に確実
に固定することができる。
9 and 10 show another example of the lashing member 30. FIG. 9 shows a part of a non-stretchable member 41 such as metal having a hook 40 at its end. FIG. 10 shows a case in which the elastic member 31 made of a belt-shaped rubber is provided, and in FIG. 10, the elastic member 45 made of a spring 44 is provided in a part of the non-elastic member 43 such as a string having the ring 42 at the end. It shows the case. Thus, the L-shaped protective material 22 can be surely fixed to the corner portion 21 of the concrete skeleton 19 due to its elasticity even by the securing material 30 partially provided with the elastic members 31 and 45.

【0056】尚、本発明は上記形態例にのみ限定される
ものではなく、係止具を構成する材料や形状、固縛材取
付部の材料や形状、固縛材の構成等は種々変更し得るこ
と、その他本発明の要旨を逸脱しない範囲内において種
々変更を加え得ること、等は勿論である。
The present invention is not limited to the above-mentioned embodiment, but the material and shape of the locking tool, the material and shape of the securing material attachment portion, the configuration of the securing material, etc. are variously changed. It goes without saying that various changes can be made without departing from the scope of the present invention.

【0057】[0057]

【発明の効果】本発明によれば、凹部内に突出する雄ネ
ジ部に、簡単、確実に着脱できるようにした係止具を備
え、且つ係止具に備えた固縛材取付部に、少なくとも一
部に伸縮部材を有する固縛材の端部を引っかけて係止す
ることにより、L形保護材をコンクリート躯体のコーナ
部に固定するようにしたので、L形保護材の固定作業を
簡単且つ高能率に行うことができ、更に、L形保護材の
固定を確実に行える効果がある。
According to the present invention, the male screw portion protruding into the concave portion is provided with the engaging member that can be easily and surely attached and detached, and the securing member attaching portion provided in the engaging member is Since the L-shaped protective material is fixed to the corner of the concrete skeleton by hooking and locking the end of the lashing material that has at least a part of the elastic member, it is easy to fix the L-shaped protective material. Moreover, there is an effect that it can be performed with high efficiency, and that the L-shaped protective material can be reliably fixed.

【0058】更に、L形保護材をコンクリート躯体のコ
ーナ部から取り外す作業も簡単に、しかもコンクリート
躯体表面の修復作業等を要することなしに高能率に行え
る効果がある。
Further, there is an effect that the work for removing the L-shaped protective material from the corner portion of the concrete skeleton can be easily performed and the work can be performed with high efficiency without requiring the work for repairing the surface of the concrete skeleton.

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

【図1】本発明のコンクリート躯体のコーナ部の養生保
護装置の形態の一例を示す斜視図である。
FIG. 1 is a perspective view showing an example of the form of a protective device for a corner portion of a concrete skeleton of the present invention.

【図2】図1をII方向から見た断面図である。FIG. 2 is a cross-sectional view of FIG. 1 viewed from the II direction.

【図3】係止具の一部破断側面図である。FIG. 3 is a partially cutaway side view of a locking tool.

【図4】図3のIV−IV方向矢視図である。FIG. 4 is a view taken along the line IV-IV in FIG.

【図5】本発明のコンクリート躯体のコーナ部の養生保
護装置における係止具の他の形態を示す一部破断側面図
である。
FIG. 5 is a partially cutaway side view showing another form of the locking tool in the curing protection device for the corner portion of the concrete skeleton of the present invention.

【図6】固縛材の他の例を示す側面図である。FIG. 6 is a side view showing another example of the fastening material.

【図7】固縛材の別な例を示す側面図である。FIG. 7 is a side view showing another example of the binding material.

【図8】係止具の更に他の例を示す側面図である。FIG. 8 is a side view showing still another example of the locking tool.

【図9】固縛材の更に別な例を示す側面図である。FIG. 9 is a side view showing still another example of the binding material.

【図10】固縛材の更に別な例を示す側面図である。FIG. 10 is a side view showing still another example of the fastening material.

【図11】型枠固定用ロッドと型枠固定具により型枠を
組み立てた状態を示す一部切断側面図である。
FIG. 11 is a partially cut side view showing a state where the mold is assembled by the mold fixing rod and the mold fixing tool.

【図12】型枠固定具の詳細を示す断面図である。FIG. 12 is a cross-sectional view showing details of a mold fixing tool.

【図13】従来のコンクリート躯体のコーナ部にL形保
護材を固定する方法の一例を示す斜視図である。
FIG. 13 is a perspective view showing an example of a method for fixing an L-shaped protective material to a corner portion of a conventional concrete skeleton.

【図14】図13をXIV方向から見た断面図である。14 is a cross-sectional view of FIG. 13 viewed from the XIV direction.

【図15】従来のコンクリート躯体のコーナ部にL形保
護材を固定する方法の他の例を示す斜視図である。
FIG. 15 is a perspective view showing another example of a method for fixing an L-shaped protective material to a corner portion of a conventional concrete skeleton.

【符号の説明】[Explanation of symbols]

1 型枠固定用ロッド 4 雄ネジ部 19 コンクリート躯体 20 凹部 21 コーナ部 22 L形保護材 27 係止具 28 雌ネジ部 29 固縛材取付部 30 固縛材 31 伸縮部材 33 係止具 34 凹凸 35 嵌合口 44 バネ 45 伸縮部材 1 Formwork fixing rod 4 Male screw part 19 concrete skeleton 20 recess 21 Corner 22 L type protective material 27 Locking tool 28 Female thread 29 Secured material attachment part 30 lashing material 31 Elastic member 33 Locking tool 34 unevenness 35 Mating port 44 spring 45 Telescopic member

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 型枠固定用ロッドにより支持された型枠
内部に生コンクリートを打設し、脱枠後のコンクリート
躯体のコーナ部を養生保護するための養生保護装置であ
って、 コンクリート躯体のコーナ部に沿うように形成されたL
形保護材と、 コンクリート躯体表面の凹部に突出する型枠固定用ロッ
ドの雄ネジ部に螺合する雌ねじ部と固縛材取付部とを有
する係止具と、 コンクリート躯体のコーナ部を挟む位置の雄ネジ部に取
り付けた係止具の固縛材取付部間を接続して前記L形保
護材をコンクリート躯体のコーナ部に固定する固縛材と
を備えたことを特徴とするコンクリート躯体のコーナ部
の養生保護装置。
1. A curing protection device for pouring ready-mixed concrete inside a formwork supported by a formwork-fixing rod to protect the corner portion of the concrete body after deframed, which comprises: L formed along the corner
A shape protection material, a locking tool having a female threaded portion that engages with the male threaded portion of the formwork fixing rod projecting into a recess on the surface of the concrete structure, and a securing material mounting portion, and a position where the corner of the concrete structure is sandwiched. Of the concrete skeleton, which comprises: a lashing material for connecting the lashing material attachment portions of the locking tool attached to the male screw portion of the locking fixture to fix the L-shaped protective material to the corner portion of the concrete skeleton. Curing protection device for corners.
【請求項2】 係止具が合成樹脂製であり、係止具に備
えられる雌ネジ部に代えて、雄ネジ部に嵌合固定が可能
な凹凸を内面に有する嵌合口を備えていることを特徴と
する請求項1記載のコンクリート躯体のコーナ部の養生
保護装置。
2. The engaging member is made of synthetic resin, and is provided with a fitting port having an inner surface having concavities and convexities capable of being fitted and fixed to a male screw part, instead of the female screw part provided in the engaging tool. The curing protection device for the corner portion of the concrete skeleton according to claim 1.
【請求項3】 固縛材が、少なくとも一部に伸縮部材を
備えていることを特徴とする請求項1又は2記載のコン
クリート躯体のコーナ部の養生保護装置。
3. The curing protection device for a corner portion of a concrete skeleton according to claim 1 or 2, wherein the binding material is provided with an elastic member at least at a part thereof.
【請求項4】 伸縮部材がゴムであることを特徴とする
請求項3記載のコンクリート躯体のコーナ部の養生保護
装置。
4. The apparatus for curing and protecting a corner portion of a concrete skeleton according to claim 3, wherein the elastic member is rubber.
【請求項5】 伸縮部材がバネであることを特徴とする
請求項3記載のコンクリート躯体のコーナ部の養生保護
装置。
5. The apparatus for protecting and curing a corner portion of a concrete skeleton according to claim 3, wherein the elastic member is a spring.
JP2001349055A 2001-11-14 2001-11-14 Curing protection device for concrete corners Expired - Lifetime JP3497493B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001349055A JP3497493B2 (en) 2001-11-14 2001-11-14 Curing protection device for concrete corners

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001349055A JP3497493B2 (en) 2001-11-14 2001-11-14 Curing protection device for concrete corners

Publications (2)

Publication Number Publication Date
JP2003147967A JP2003147967A (en) 2003-05-21
JP3497493B2 true JP3497493B2 (en) 2004-02-16

Family

ID=19161783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001349055A Expired - Lifetime JP3497493B2 (en) 2001-11-14 2001-11-14 Curing protection device for concrete corners

Country Status (1)

Country Link
JP (1) JP3497493B2 (en)

Also Published As

Publication number Publication date
JP2003147967A (en) 2003-05-21

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