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JP3264756B2 - Concrete hatching equipment for floor hatch - Google Patents
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JP3264756B2 - Concrete hatching equipment for floor hatch - Google Patents

Concrete hatching equipment for floor hatch

Info

Publication number
JP3264756B2
JP3264756B2 JP25759493A JP25759493A JP3264756B2 JP 3264756 B2 JP3264756 B2 JP 3264756B2 JP 25759493 A JP25759493 A JP 25759493A JP 25759493 A JP25759493 A JP 25759493A JP 3264756 B2 JP3264756 B2 JP 3264756B2
Authority
JP
Japan
Prior art keywords
frame
lid receiving
receiving frame
shielding
connecting rod
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 - Fee Related
Application number
JP25759493A
Other languages
Japanese (ja)
Other versions
JPH0791063A (en
Inventor
昭三 小林
Original Assignee
カネソウ株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by カネソウ株式会社 filed Critical カネソウ株式会社
Priority to JP25759493A priority Critical patent/JP3264756B2/en
Publication of JPH0791063A publication Critical patent/JPH0791063A/en
Application granted granted Critical
Publication of JP3264756B2 publication Critical patent/JP3264756B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、屋内または玄関先等の
屋外に設けられる各種点検口等の蓋板として使用される
フロアーハッチの構築に使用されるコンクリート打込施
工装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete driving system used for constructing a floor hatch used as a cover plate for various inspection ports provided indoors or outdoors such as at a front entrance.

【0002】[0002]

【従来の技術】ここで、フロアーハッチxは、点検口等
として用いられ、口縁に蓋受枠が固着され、該蓋受枠上
にハッチ蓋を被着して構成される。このフロアーハッチ
の従来の構築手段を図6に従って説明する。
2. Description of the Related Art Here, a floor hatch x is used as an inspection port or the like, a lid receiving frame is fixed to an edge of the floor hatch, and a hatch lid is attached on the lid receiving frame. Conventional construction means of this floor hatch will be described with reference to FIG.

【0003】まず、水平支持枠a上にフロアーハッチx
の内側寸法よりも外側位置で型枠bを乗載し、該型枠b
の周囲に基礎面となるコンクリートcを所定レベルで打
込み、アンカーボルトdを埋入して凝固するまで放置し
てコンクリート基盤eを形成する(図6イ)。次に、コ
ンクリートcの凝固後に支持枠aと、型枠bを除去す
る。そして、蓋受枠fの外側面の摺動溝に装着されたア
ンカーgを、前記アンカーボルトdに溶接する。このと
きハッチ蓋50を蓋受枠fに乗載し、その高さを調整す
る。そしてハッチ蓋50と、蓋受枠f間の目地を養生材
iで被覆してから、コンクリート基盤eの内面に、フロ
アーハッチxの内周面となる仕上モルタルjを塗り込
み、さらに蓋受枠fと、コンクリートc間にも仕上モル
タルjを埋め込む(図6ロ)。
First, a floor hatch x is placed on a horizontal support frame a.
The form b is mounted at a position outside the inner dimension of the form b.
A concrete c serving as a foundation surface is driven into the surroundings at a predetermined level, and anchor bolts d are embedded and left until solidified to form a concrete base e (FIG. 6A). Next, after solidification of the concrete c, the support frame a and the mold b are removed. Then, the anchor g attached to the sliding groove on the outer surface of the lid receiving frame f is welded to the anchor bolt d. At this time, the hatch lid 50 is mounted on the lid receiving frame f, and its height is adjusted. Then, after covering the joint between the hatch lid 50 and the lid receiving frame f with the curing material i, a finish mortar j serving as the inner peripheral surface of the floor hatch x is applied to the inner surface of the concrete base e, and the lid receiving frame f Then, the finishing mortar j is embedded between the concrete c (FIG. 6B).

【0004】[0004]

【発明が解決しようとする課題】ところで、上述の施工
手段にあっては、スラブコンクリートcの凝固後(凝固
は通常1週間以上)に蓋受枠を固着し、さらに仕上モル
タルjの凝固により完成するものであるから、工期が長
くなるとともに、アンカーボルトdとの固着時に蓋受枠
fのレベル調整をするものであるから、そのレベル出し
が原始的なため面倒であり、しかも必ずしも水平に調整
できなかった。さらにはフロアーハッチxの内面を仕上
モルタルjの塗り込みによって施すものであるから、施
工に手間がかかり、熟練を要していた。しかも、仕上モ
ルタルjの打込み時に、養生材iを被着する等面倒であ
った。本発明は、かかる従来構成の問題点を除去するこ
とを目的とするものである。
By the way, in the above-mentioned construction means, the lid receiving frame is fixed after the slab concrete c is solidified (solidification is usually one week or more), and the mortar j is completed by solidification. Since the construction period is long, the level of the lid receiving frame f is adjusted when the anchor frame is fixed to the anchor bolt d. Therefore, the leveling is primitive and troublesome, and the level cannot be always adjusted horizontally. Was. Further, since the inner surface of the floor hatch x is applied by applying a finishing mortar j, the construction is troublesome and requires skill. In addition, when the finishing mortar j is driven, the curing material i is adhered, which is troublesome. An object of the present invention is to eliminate the problems of the conventional configuration.

【0005】[0005]

【課題を解決するための手段】本発明のフロアーハッチ
のコンクリート打込施工装置は、断面略L形の矩形枠か
らなり、外側面にアンカーが固定される垂直状の側壁部
と、該側壁部の下縁から内方へ直角状に突出する蓋受部
とからなる矩形状蓋受枠を固定するものであって、モル
タルを支持する水平支持枠に立設されて、上端で前記ア
ンカーを高さ調整可能に固着して、前記蓋受枠を所定高
さに支持する連結杆と、連結杆が螺合し て立設されるナ
ットを、内外方向への移動調整可能に支持する摺動案内
溝が形成された、水平支持枠上に固定される固定プレー
トと、水平支持枠上に乗載して、連結杆に支持された蓋
受枠に内接し、蓋受枠の外周部に打込まれたモルタルを
遮断してハッチの入口内周面を規定する遮蔽枠と、蓋受
枠と、前記遮蔽枠間に生ずる蓋受部上の空隙を遮蔽する
養生材とで構成したことを特徴とするものである。
According to the present invention, there is provided a concrete installation device for a floor hatch, comprising a rectangular frame having a substantially L-shaped cross section, a vertical side wall having an anchor fixed to an outer surface, and the side wall. It is one that of fixing the rectangular lid receiving frame comprising a lid receiving portion projecting from the lower edge inwardly at a right angle shape, is erected on the horizontal support frame for supporting the mortar, height the anchor at the upper end adjustably secured a connecting rod supporting said lid receiving frame at a predetermined height, Na the connecting rod is erected screwed
Slide guide that supports the unit so that its movement can be adjusted in and out.
Fixed play fixed on a horizontal support frame with grooves formed
And a shield that is mounted on the horizontal support frame, inscribes the lid receiving frame supported by the connecting rod, and blocks the mortar driven into the outer peripheral portion of the lid receiving frame to define the inner peripheral surface of the hatch entrance. It is characterized by comprising a frame, a lid receiving frame, and a curing material for shielding a gap on the lid receiving portion generated between the shielding frames.

【0006】[0006]

【作用】まず遮蔽枠を所要位置の水平支持枠上に乗載す
る。そして、該遮蔽枠の周囲で固定プレートを水平支持
枠に固定し、各固定プレートに設けられたナットに、連
結杆を螺合する。そして、ナットを摺動案内溝に沿って
適宜に調整する。次に蓋受枠を遮蔽枠の上端部外側に沿
って位置させ、蓋受枠の外側面の摺動溝に装着されたア
ンカーを連結杆に固着する。然る後に蓋受枠と、前記遮
蔽枠間に生ずる蓋受部上の空隙に可撓性養生材を埋め込
み、その外側周囲にコンクリートを打込む。そしてこの
凝固後に遮蔽枠をコンクリート面から剥離すると共に、
蓋受枠上から可撓性養生材を除去する。而して、蓋受枠
fの構築が成される。
First, the shielding frame is mounted on the horizontal support frame at the required position. And the fixed plate is supported horizontally around the shielding frame.
Fix to the frame, and connect to the nuts provided on each
Screw the connecting rod. And put the nut along the sliding guide groove
Adjust as appropriate. Next, place the lid receiving frame along the outside of the upper end of the shielding frame.
To the sliding groove on the outer surface of the lid receiving frame.
Fix the anchor to the connecting rod. Thereafter, a flexible curing material is embedded in a gap between the lid receiving frame and the lid receiving portion formed between the shielding frames, and concrete is driven around the outside. And after this solidification, while separating the shielding frame from the concrete surface,
The flexible curing material is removed from the lid receiving frame. Thus, the construction of the lid receiving frame f is performed.

【0007】[0007]

【実施例】図2に示すように、1は正方形状の点検口で
あって、その口の内周部には、断面略L形の金属製蓋受
枠2が周設される。また点検口1周部の床面には、後述
するようにコンクリート41が打込まれると共に、その
表面に樹脂タイル等の床仕上材42が敷設される。この
蓋受枠2には、ハッチ蓋50が被着される。このハッチ
蓋50は、図6で示すように浅底皿状の蓋受枠本体51
に、前記床仕上材42と同一材料のモルタル,樹脂タイ
ル等の仕上材52が充填もしくは敷設され、前記ハッチ
蓋50がその周部と違和感を生じないようにしている。
As shown in FIG. 2, reference numeral 1 denotes a square inspection port, and a metal lid receiving frame 2 having a substantially L-shaped cross section is provided around the inner periphery of the inspection port. In addition, concrete 41 is poured into the floor around the inspection port 1 as described later, and a floor finishing material 42 such as a resin tile is laid on the surface. A hatch lid 50 is attached to the lid receiving frame 2. The hatch lid 50 is, as shown in FIG.
Then, a finishing material 52 such as a mortar or a resin tile of the same material as the floor finishing material 42 is filled or laid so that the hatch lid 50 does not cause a sense of discomfort with its peripheral portion.

【0008】前記蓋受枠2は、金属板の曲げ加工により
形成された断面L形の矩形枠からなり、外側面にアンカ
ー10を摺動可能に装着する摺動溝4を備えた垂直状の
側壁部3と、該側壁部3の下縁から内方へ直角状に突出
する蓋受部5とからなる。また前記蓋受部5の端部は膨
隆状としてその内角部に、パッキンが固着される装着溝
6を形成している。
The lid receiving frame 2 is formed of a rectangular frame having an L-shaped cross section formed by bending a metal plate, and has a vertical side wall provided with a sliding groove 4 on the outer surface of which an anchor 10 is slidably mounted. It comprises a portion 3 and a lid receiving portion 5 projecting inward at right angles from the lower edge of the side wall portion 3. The end of the lid receiving portion 5 has a bulging shape, and a mounting groove 6 to which a packing is fixed is formed at an inner corner thereof.

【0009】前記アンカー10は、L径横断面をしてお
り、前記摺動溝4に摺動自在に装着される摺動辺部11
と、固着辺部12とからなり、かつ摺動辺部11の螺子
孔に螺合した固定螺子13により前記摺動溝4に対する
位置決めがなされる。また前記固着辺部12の下縁には
さらに挟持辺部14が連成されている。
The anchor 10 has an L-diameter cross section and a sliding edge 11 slidably mounted in the sliding groove 4.
And the fixing side 13, which is fixed to the sliding groove 4 by the fixing screw 13 screwed into the screw hole of the sliding side 11. Further, a holding side portion 14 is further connected to the lower edge of the fixed side portion 12.

【0010】上述の蓋受枠2は、本発明に係るコンクリ
ート打込施工装置により点検口1の周口に固着される。
このコンクリート打込施工装置は、連結杆15,固定プ
レート16,遮蔽枠30,養生材31等により構成され
る。その各構成を説明する。
The above-mentioned cover receiving frame 2 is fixed to the peripheral opening of the inspection opening 1 by the concrete driving-in construction apparatus according to the present invention.
The concrete driving device includes a connecting rod 15, a fixing plate 16, a shielding frame 30, a curing material 31, and the like. Each configuration will be described.

【0011】ここで水平支持枠40上には螺子杆からな
る連結杆15が固定プレート16により立設される。こ
の固定プレート16は、図3に示すように基板17上に
二条のL形係止片18,18を挿入間隔を置いて対向状
に形成して、その内部に摺動案内溝19を形成してな
る。そして、摺動案内溝19の後端からナット20aを
挿入し、該ナット20aの二側面を摺動案内溝19の両
側内面で挟持して、内外方向への移動調整を可能として
いる。また固定プレート16の両側には釘打込用の固定
孔21,21が穿設されている。該固定プレート16は
合成樹脂製であっても良い。そして、連結杆15は、雄
螺子23の下部を固定プレート16のナット20aに螺
合して立設される。
Here, a connecting rod 15 composed of a screw rod is erected by a fixed plate 16 on the horizontal support frame 40. As shown in FIG. 3, the fixing plate 16 has two L-shaped locking pieces 18 and 18 formed on a substrate 17 so as to face each other with an insertion interval therebetween, and has a sliding guide groove 19 formed therein. It becomes. Then, a nut 20a is inserted from the rear end of the sliding guide groove 19, and the two side surfaces of the nut 20a are sandwiched between the inner surfaces on both sides of the sliding guide groove 19, so that the movement can be adjusted in and out. On both sides of the fixing plate 16, fixing holes 21 and 21 for driving nails are formed. The fixing plate 16 may be made of a synthetic resin. The connecting rod 15 is set up by screwing the lower part of the male screw 23 to the nut 20 a of the fixing plate 16.

【0012】この連結杆15の雄螺子23の上部にも後
述するように、ナット22a,22bが螺着される。
尚、連結杆15の上下部位に夫々別途に雄螺子を形成し
ても良い。
As will be described later, nuts 22a and 22b are screwed on the upper portion of the male screw 23 of the connecting rod 15 as well.
Note that male screws may be separately formed at upper and lower portions of the connecting rod 15 respectively.

【0013】図4は遮蔽枠30を示し、長尺状のベニヤ
板を切り出す等により現場で成形される。このような手
段により遮蔽枠30を形成した場合には、あらかじめ数
種の高さのものを用意しておく必要がない。しかも、こ
の遮蔽枠30の長さは、水平支持枠40と蓋受枠2の内
部下端までの高さ以上の長さがあればよく、その切断長
を厳密に規定されないから、切断作業が極めて容易であ
る。尚、遮蔽枠30は、金属板によりあらかじめ形成す
るようにしても良い。
FIG. 4 shows a shielding frame 30, which is formed on site by cutting out a long plywood or the like. When the shielding frame 30 is formed by such means, it is not necessary to prepare several kinds of heights in advance. Moreover, the length of the shielding frame 30 may be longer than the height between the horizontal support frame 40 and the inner lower end of the lid receiving frame 2, and the cutting length is not strictly defined. It is. Note that the shielding frame 30 may be formed in advance from a metal plate.

【0014】次にコンクリート打込施工装置によるフロ
アーハッチ蓋の蓋受枠2の固定手段について説明する。
Next, the means for fixing the lid receiving frame 2 of the floor hatch lid by the concrete driving device will be described.

【0015】まず図2で示すように四枚の遮蔽枠30を
上下のコーナー金具33で組み付けて方形枠体32を形
成し、該方形枠体32をフロアーハッチの位置となるよ
うに水平支持枠40上に位置決めして、下部のコーナー
金具33を水平支持枠40に釘打ち固定する。然る後
に、各遮蔽枠30の外方で固定プレート16を固定孔2
1,21に釘を水平支持枠40側に打ち込んで四辺部に
夫々配設する。この様に固定された固定プレート16の
ナット20aに、図1に示すように連結杆15の雄螺子
23を螺合する。そして固定プレート16の直上で、さ
らにナット20bを緩く締めてその前後位置を仮保持し
た後に、ナット22bをさらに螺合して上下の位置を定
める。
First, as shown in FIG. 2, four shielding frames 30 are assembled with upper and lower corner brackets 33 to form a rectangular frame 32, and the rectangular frame 32 is horizontally supported so as to be at a floor hatch position. Positioning on the top 40, the lower corner fitting 33 is nailed and fixed to the horizontal support frame 40. After that, the fixing plate 16 is fixed outside the shielding frame 30 by the fixing holes 2.
The nails are driven into the horizontal support frame 40 on the sides 1 and 21, and are respectively disposed on the four sides. The male screw 23 of the connecting rod 15 is screwed into the nut 20a of the fixing plate 16 fixed as described above, as shown in FIG. Then, immediately above the fixing plate 16, the nut 20b is further loosely tightened to temporarily hold the front and rear position, and then the nut 22b is further screwed to determine the upper and lower positions.

【0016】次に蓋受枠2を遮蔽枠30の上端部外側
沿って位置させ、前記アンカー10の挟持辺部14に形
成した透孔14aを、ナット22b上で連結杆15に外
嵌する。
Next, the lid receiving frame 2 is positioned along the outer side of the upper end of the shielding frame 30, and the through hole 14a formed in the holding side portion 14 of the anchor 10 is fitted over the connecting rod 15 on the nut 22b.

【0017】このとき、ナット20bを緩めて、連結杆
15の螺合位置を摺動案内溝19に沿って適宜に調整し
たり、ナット22bの螺合位置を変えることにより、蓋
受枠2を随意に高さ調整及び平行度調整することができ
る。而して、蓋受枠2は最適位置となる。そして雄螺子
23の上端部に固定用ナット22aを螺合して、挟持辺
部14をナット22a,22bで挟持し、蓋受枠2を連
結杆15により固定プレート16上に支持する。
At this time, by loosening the nut 20b and appropriately adjusting the screwing position of the connecting rod 15 along the slide guide groove 19, or changing the screwing position of the nut 22b, the cover receiving frame 2 can be optionally positioned. Height and parallelism can be adjusted. Thus, the lid receiving frame 2 is at the optimum position. Then, a fixing nut 22a is screwed onto the upper end of the male screw 23, the holding side portion 14 is held between the nuts 22a and 22b, and the lid receiving frame 2 is supported on the fixing plate 16 by the connecting rod 15.

【0018】一方、蓋受枠2と、遮蔽枠30間に生ずる
蓋受部5上に生ずる正方形状の空隙sには、現場にて適
宜寸法に切り出された杆状発泡スチロール等の可撓性養
生材31が嵌着される。該可撓性養生材31は図5で示
すように断面円筒形をしており、前記空隙に沿って円環
状に埋入する。尚、この可撓性養生材31は円筒形に限
らず中実状でも良く、かつその断面形状も種々提案され
る。要は所要の可撓性を生ずるものであれば良い。
On the other hand, a square space s formed on the lid receiving portion 5 formed between the lid receiving frame 2 and the shielding frame 30 is provided with a flexible curing material such as a rod-shaped styrofoam cut out to an appropriate size on site. 31 is fitted. The flexible curing material 31 has a cylindrical cross section as shown in FIG. 5, and is embedded in an annular shape along the gap. The flexible curing material 31 is not limited to a cylindrical shape but may be a solid shape, and various cross-sectional shapes are proposed. In short, any material that provides the required flexibility may be used.

【0019】このように可撓性養生材31を適用した場
合にあっては、その可撓性により圧潰して空隙s内に緊
密に埋入されて遮蔽枠30に外接し、該蓋受枠2を整一
に覆い得ることとなる。また可撓性があるためその外周
形状に拘束されず、随意に被着することができ、簡便で
保守管理が容易となる利点を生ずる。
In the case where the flexible curing material 31 is applied as described above, the flexible curing material 31 is crushed by its flexibility, tightly embedded in the space s, circumscribes the shielding frame 30, and circumscribes the cover receiving frame 2. Can be covered uniformly. In addition, since it is flexible, it can be attached arbitrarily without being constrained by its outer peripheral shape, resulting in an advantage that maintenance is easy and easy.

【0020】尚、前記空隙sには、適宜箇所に該空隙s
の幅に一致させた木片34を嵌着することにより、コン
クリートの打圧力に抗して蓋受枠2を保持して、該蓋受
枠2の反りの発生を防止することができる。この木片3
4は養生材の一例を構成するものである。その他、養生
材として、ダンボール材,テープ,木片等を適用しても
良い。
It is to be noted that the space s is provided at an appropriate place in the space s.
By fitting the wood piece 34 having the same width as that of the above, it is possible to hold the lid receiving frame 2 against the pressing force of the concrete and prevent the lid receiving frame 2 from warping. This piece of wood 3
4 is an example of a curing material. In addition, a cardboard material, a tape, a piece of wood, or the like may be applied as a curing material.

【0021】そして、遮蔽枠30の周囲で水平支持枠4
0上にコンクリート41を打込み、その上面にタイル等
の床仕上材42を敷設し、該床面高さを蓋受枠2の上縁
と一致させる。このとき前記可撓性養生材31により、
コンクリート41の打ち込みによって、蓋受枠2の装着
溝6内にコンクリート41が入り込むことはない。この
コンクリート41が凝固した後に、水平支持枠40,遮
蔽枠30及び可撓性養生材31を順次除去する。これに
より、図1に示すように蓋受枠2はコンクリート41に
より埋設施工されると共に、遮蔽枠30により規定され
たフロアーハッチが形成されることとなる。
The horizontal support frame 4 around the shielding frame 30
Concrete 41 is poured on the top of the floor, and a floor finishing material 42 such as a tile is laid on the upper surface of the concrete 41. At this time, the flexible curing material 31
The concrete 41 does not enter the mounting groove 6 of the lid receiving frame 2 due to the driving of the concrete 41. After the concrete 41 has solidified, the horizontal support frame 40, the shielding frame 30, and the flexible curing material 31 are sequentially removed. As a result, as shown in FIG. 1, the lid receiving frame 2 is buried and constructed with the concrete 41 and the floor hatch defined by the shielding frame 30 is formed.

【0022】[0022]

【発明の効果】本発明は、遮蔽枠30の周囲で水平支持
枠40上に複数の連結杆15を固定プレートにより内外
方向への移動調整可能に立設し、該連結杆15に蓋受枠
2を固着し、さらに蓋受枠2と、遮蔽枠30間に生ずる
蓋受部2上の空隙sを養生材31で遮蔽してから、その
外側周囲にコンクリート41を打込むようにしたもので
あるから、一度のコンクリート打込みにより完成され、
工期が大幅に短縮される。また、蓋受枠2と、前記遮蔽
枠30間に可撓性養生材31を埋入して蓋受枠2の内側
へのモルタルの流入を防止するようにした構成にあって
は、その形状に拘束されず、随意に被着することがで
き、簡便かつ保守管理が容易である等の優れた効果があ
る。
According to the present invention, a plurality of connecting rods 15 are mounted on a horizontal supporting frame 40 around a shielding frame 30 by a fixing plate.
The cover receiving frame 2 is fixed to the connecting rod 15, and a gap s on the lid receiving portion 2 generated between the lid receiving frame 2 and the shielding frame 30 is shielded by the curing material 31. After that, concrete 41 is driven around the outside, so it is completed by one-time concrete driving,
The construction period is greatly reduced. Further, in the configuration in which the flexible curing material 31 is embedded between the lid receiving frame 2 and the shielding frame 30 to prevent the mortar from flowing into the inside of the lid receiving frame 2, the shape is restricted. However, it can be attached arbitrarily, and has excellent effects such as simple and easy maintenance and management.

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

【図1】本発明の施工状態の縦断側面図である。FIG. 1 is a longitudinal sectional side view of a construction state of the present invention.

【図2】蓋受枠2のコンクリート打込み前の平面図であ
る。
FIG. 2 is a plan view of the lid receiving frame 2 before concrete is poured.

【図3】固定プレート16の分離斜視図である。FIG. 3 is an exploded perspective view of a fixing plate 16;

【図4】遮蔽枠30の斜視図である。4 is a perspective view of the shielding frame 30. FIG.

【図5】可撓性養生材31の斜視図である。5 is a perspective view of a flexible curing material 31. FIG.

【図6】従来手段の施工工程を示す縦断側面図である。FIG. 6 is a vertical sectional side view showing a construction step of a conventional means.

【符号の説明】[Explanation of symbols]

2 蓋受枠 4 摺動溝 10 アンカー 15 連結杆 16 固定プレート20a,20b ナット 30 遮蔽枠 31 可撓性養生材 40 水平支持枠2 cover receiving frame 4 sliding groove 10 anchor 15 connecting rod 16 fixing plate 20a, 20b nut 30 shielding frame 31 flexible curing material 40 horizontal support frame

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】断面略L形の矩形枠からなり、外側面にア
ンカーが固定される垂直状の側壁部と、該側壁部の下縁
から内方へ直角状に突出する蓋受部とからなる蓋受枠を
固定するものであって、 モルタルを支持する水平支持枠に立設されて、上端で前
記アンカーを高さ調整可能に固着して、前記蓋受枠を所
定高さに支持する連結杆と、連結杆が螺合して立設されるナットを、内外方向への移
動調整可能に支持する摺動案内溝が形成された、水平支
持枠上に固定される固定プレートと、 水平支持枠上に乗載して、連結杆に支持された蓋受枠に
内接し、蓋受枠の外周部に打込まれたモルタルを遮断し
てハッチの入口内周面を規定する遮蔽枠と、 蓋受枠と、前記遮蔽枠間に生ずる蓋受部上の空隙を遮蔽
する養生材とで構成したことを特徴とするフロアーハッ
チのコンクリート打込施工装置。
1. A vertical side wall portion comprising a rectangular frame having a substantially L-shaped cross section and having an anchor fixed to an outer surface thereof, and a lid receiving portion projecting inward at right angles from a lower edge of the side wall portion. A connecting rod that stands on a horizontal support frame that supports mortar, and that fixes the anchor at an upper end so that the height can be adjusted, and that supports the lid receiving frame at a predetermined height. And the nut on which the connecting rod is screwed is set inward and outward.
Horizontal support with sliding guide grooves for supporting dynamic adjustment
A fixed plate fixed on the holding frame, and mounted on the horizontal support frame, inscribed in the lid receiving frame supported by the connecting rod, cut off the mortar driven into the outer peripheral portion of the lid receiving frame, and cut off the hatch. A concrete installation system for a floor hatch, comprising: a shielding frame for defining an inner peripheral surface of an entrance; a lid receiving frame; and a curing material for shielding a gap on the lid receiving portion generated between the shielding frames.
【請求項2】前記養生材が、可撓性養生材であることを
特徴とする請求項1記載のフロアーハッチのコンクリー
ト打込施工装置。
2. An apparatus according to claim 1, wherein said curing material is a flexible curing material.
JP25759493A 1993-09-20 1993-09-20 Concrete hatching equipment for floor hatch Expired - Fee Related JP3264756B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25759493A JP3264756B2 (en) 1993-09-20 1993-09-20 Concrete hatching equipment for floor hatch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25759493A JP3264756B2 (en) 1993-09-20 1993-09-20 Concrete hatching equipment for floor hatch

Publications (2)

Publication Number Publication Date
JPH0791063A JPH0791063A (en) 1995-04-04
JP3264756B2 true JP3264756B2 (en) 2002-03-11

Family

ID=17308442

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25759493A Expired - Fee Related JP3264756B2 (en) 1993-09-20 1993-09-20 Concrete hatching equipment for floor hatch

Country Status (1)

Country Link
JP (1) JP3264756B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007262714A (en) * 2006-03-28 2007-10-11 Kaneso Co Ltd Support member for level adjusting lever of drain trough
JP5090220B2 (en) * 2008-03-19 2012-12-05 株式会社中部コーポレーション Concrete construction equipment

Also Published As

Publication number Publication date
JPH0791063A (en) 1995-04-04

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