JP3083644B2 - Slot cover frame material - Google Patents

Slot cover frame material

Info

Publication number
JP3083644B2
JP3083644B2 JP16217792A JP16217792A JP3083644B2 JP 3083644 B2 JP3083644 B2 JP 3083644B2 JP 16217792 A JP16217792 A JP 16217792A JP 16217792 A JP16217792 A JP 16217792A JP 3083644 B2 JP3083644 B2 JP 3083644B2
Authority
JP
Japan
Prior art keywords
receiving frame
groove
frame member
frame material
hole
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
JP16217792A
Other languages
Japanese (ja)
Other versions
JPH05332020A (en
Inventor
正信 長尾
淳 堀井
浩之 毛尾
Original Assignee
阿南電機株式会社
日本ポリエステル株式会社
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=15749484&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JP3083644(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by 阿南電機株式会社, 日本ポリエステル株式会社 filed Critical 阿南電機株式会社
Priority to JP16217792A priority Critical patent/JP3083644B2/en
Publication of JPH05332020A publication Critical patent/JPH05332020A/en
Application granted granted Critical
Publication of JP3083644B2 publication Critical patent/JP3083644B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Electric Cable Installation (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Sewage (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (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】本発明はケーブル配線用のピット
やドレイン用の溝を形成するに当たり、溝側壁上部に設
けられて溝蓋を支持するための受け枠材に関し、詳細に
は施工が簡単に行なえると共に打設コンクリートに確実
に固定できる溝用蓋の受け枠材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a receiving frame member provided on an upper portion of a groove side wall for supporting a groove cover when forming a pit or a drain groove for cable wiring. The present invention relates to a receiving frame material for a groove cover which can be fixed to cast concrete and can be fixed securely.

【0002】[0002]

【従来の技術】ケーブル配線等のための溝を屋外や屋内
に形成するに当たっては、蓋を着脱自在に設ける必要が
ある。そこで溝用蓋を支持するための受け枠材を溝の上
縁部に沿って形成するのが一般的である。図5は溝3と
上記受け枠材1Aの配設例を示す斜視説明図である。溝
3は床面GLより掘り下げられた位置にコンクリート打
設により形成される。そして該溝3の両側壁上縁には、
溝用蓋2の側縁を支持する受け枠材1A,1Aが平行に
配設される。図6は該受け枠材1Aの一例を示す断面図
であり、該受け枠材1Aは鋼製のL字形アングル51と
その上面に溶接固定される断面矩形の棒鋼材52からな
り、溝用蓋2は前記アングル51の上面で支持し、上記
棒鋼材52によって溝用蓋2の側面の横移動を規制する
と共に、該溝用蓋2の上面が床面レベルGLと同一とな
る様にする。
2. Description of the Related Art When forming grooves for cable wiring or the like outdoors or indoors, it is necessary to provide a lid in a detachable manner. Therefore, a receiving frame material for supporting the groove cover is generally formed along the upper edge of the groove. FIG. 5 is a perspective explanatory view showing an arrangement example of the groove 3 and the receiving frame member 1A. The groove 3 is formed by casting concrete at a position dug down from the floor surface GL. And on the upper edge of both sides of the groove 3,
Receiving frame members 1A, 1A for supporting the side edges of the groove lid 2 are arranged in parallel. FIG. 6 is a sectional view showing an example of the receiving frame member 1A. The receiving frame member 1A is composed of a steel L-shaped angle 51 and a bar steel material 52 having a rectangular cross section welded and fixed to the upper surface thereof. Numeral 2 is supported on the upper surface of the angle 51, the lateral movement of the side surface of the groove cover 2 is regulated by the steel bar 52, and the upper surface of the groove cover 2 is made equal to the floor level GL.

【0003】上記受け枠材1Aはこれらを長手方向に連
結するとき、或は屈曲部分等で該受け枠材1A,1A同
士を連結するときには、該受け枠材1Aの端部同士を突
き合わせ溶接して接合部Waを形成することとしてい
る。
When connecting the receiving frame members 1A in the longitudinal direction, or connecting the receiving frame members 1A, 1A at bent portions or the like, the ends of the receiving frame members 1A are butt-welded. To form the joint Wa.

【0004】ところで上記受け枠材1Aの配設施工に当
たっては、まず溝3に対応する大きさ及び形状の空間を
残して1次コンクリート32を打設する。このとき該1
次コンクリート32にはアンカー用のさし筋53を突設
しておく。次いで受け枠材1Aを所定の高さ及び水平位
置に保持しつつ、これを前記さし筋53と溶接固定す
る。こうして1次コンクリート32に受け枠材1Aを仮
固定し、更に2次コンクリート34を打設して上記受け
枠材1Aを該2次コンクリート内に埋設固定する。最後
にモルタル材31a,31bによって溝内表面及び床面
を仕上げる。
When the receiving frame material 1A is laid out, a primary concrete 32 is first cast while leaving a space having a size and shape corresponding to the groove 3. At this time
The next concrete 32 is provided with a bar 53 for anchoring. Next, while holding the receiving frame member 1A at a predetermined height and a horizontal position, the receiving frame member 1A is welded and fixed to the stud 53. In this way, the receiving frame material 1A is temporarily fixed to the primary concrete 32, and the secondary concrete 34 is cast, and the receiving frame material 1A is embedded and fixed in the secondary concrete. Finally, the inner surface of the groove and the floor surface are finished with mortar materials 31a and 31b.

【0005】ところが上記受け枠材1Aをアンカー用さ
し筋53を使って仮固定するに当たっては、正確な位置
決め及びレベル出しのために繁雑な切断・溶接作業を行
なわなければならなかった。すなわちさし筋53が正確
な位置に且つ適正長さに設けられていることはまれで、
現実の工法ではさし筋や受け枠材を、調整の為に垂直方
向や水平方向に切断したり、或は補助鉄棒を追加配設し
なければならないことが多く、該受け枠材1Aを所定位
置に位置決めしつつ、この切断・溶接作業を行なうこと
は非常に困難な作業であった。また受け枠材同士におけ
る接合部Waの溶接作業も繁雑な作業を伴ない、接続施
工に長時間を要する原因となっていた。
However, in temporarily fixing the receiving frame member 1A using the anchor stud 53, complicated cutting and welding operations must be performed for accurate positioning and leveling. That is, the streak 53 is rarely provided at an accurate position and an appropriate length,
In the actual construction method, it is often necessary to cut the insert or the receiving frame material in the vertical or horizontal direction for adjustment, or to additionally provide an auxiliary iron bar. It is very difficult to perform this cutting and welding operation while positioning the position. In addition, the welding work of the joint Wa between the receiving frame members also involves complicated work, which causes a long time for the connection construction.

【0006】[0006]

【発明が解決しようとする課題】そこで本発明の目的
は、コンクリート打設を行なう前の仮固定が簡単な施工
によってでき、しかも打設コンクリートと強固に一体化
される溝用蓋の受け部材を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a receiving member for a groove lid which can be temporarily fixed before concrete is cast by simple construction and which is firmly integrated with cast concrete. To provide.

【0007】[0007]

【課題を解決するための手段】上記目的を達成し得た本
発明は、受け枠材の断面は水平部と垂直部により略L字
形に形成され、溝の側壁面側に相当する垂直部には溝側
壁面より凹んだ凹部が形成されると共に、該凹部には、
アンカーボルト挿通用の貫通孔と仮固定用釘挿通用の貫
通孔とが設けられてなることを要旨とするものである。
According to the present invention, which has attained the above-mentioned object, according to the present invention, a cross section of a receiving frame member is formed into a substantially L-shape by a horizontal portion and a vertical portion, and a vertical portion corresponding to a side wall surface of the groove is formed. Is formed with a concave portion recessed from the groove side wall surface, and the concave portion has
The gist is that a through hole for inserting an anchor bolt and a through hole for inserting a nail for temporary fixing are provided.

【0008】[0008]

【作用及び実施例】図1は本発明の受け枠材の実施例を
示す断面説明図である。該受け枠材1の断面は逆L字形
に形成され、水平部11の上面には溝用蓋2を戴置する
支持座11aが形成され、その端部には該蓋2の厚さに
相当する高さで突部12が突設される。一方垂直部15
には凹部13が形成される。これらの形状は図3に示す
様に受け枠材1の長手方向に沿って連続的に形成され
る。また上記凹部13には貫通孔が設けられ、該貫通孔
はアンカーボルト(21)挿通用の貫通孔14と仮固定
のための釘(25)挿通用の貫通孔16が任意の間隔で
任意数形成される(図2参照)。なお図1中の符号24
は挿し筋等を使って仮固定に使用する金具であり、上記
貫通孔14にアンカーボルト21を固定する際にナット
23によって受け枠材1に固定される。また符号22は
アンカーボルト21のヘッド部を示し、該ヘッド部には
六角形やねじ回し嵌合用の凹形が形成される。
FIG. 1 is an explanatory sectional view showing an embodiment of a receiving frame member according to the present invention. The cross section of the receiving frame member 1 is formed in an inverted L-shape, and a support seat 11a for mounting the groove lid 2 is formed on the upper surface of the horizontal portion 11, and the end portion thereof corresponds to the thickness of the lid 2. The protruding portion 12 is protruded at a height that is high. Vertical part 15
Is formed with a concave portion 13. These shapes are formed continuously along the longitudinal direction of the receiving frame member 1 as shown in FIG. The recess 13 is provided with a through-hole. The through-hole has an arbitrary number of through holes 14 for inserting an anchor bolt (21) and through holes 16 for inserting a nail (25) for temporary fixing. (See FIG. 2). Note that reference numeral 24 in FIG.
Is a metal fitting used for temporary fixing using a cutting line or the like, and is fixed to the receiving frame member 1 by a nut 23 when the anchor bolt 21 is fixed to the through hole 14. Reference numeral 22 denotes a head portion of the anchor bolt 21. The head portion has a hexagonal shape or a concave shape for screwdriver fitting.

【0009】図2は図1に示す受け枠材1を使用した溝
3の施工例を示す説明図である。溝3の側壁部を形成す
るに当たっては、補強材5を使用して木製コンクリート
パネル4を立設し、該パネル4に釘25を用いて受け枠
材1を固定する。この固定は受け枠材1の貫通孔16,
16…を利用し、該貫通孔16を通して釘25を打ち込
むことにより行なう。なお貫通孔14には予めアンカー
ボルト21が挿通され、ナット23によって受け枠材1
と一体接合され、必要により該ボルト21を使用して挿
し筋54との接合(補強材55等を用いることもある)
を行ない、基準線に合致する様に受け枠材1を仮固定す
る。
FIG. 2 is an explanatory view showing an example of construction of the groove 3 using the receiving frame member 1 shown in FIG. In forming the side wall of the groove 3, the wooden concrete panel 4 is erected using the reinforcing material 5, and the receiving frame 1 is fixed to the panel 4 using the nail 25. This fixing is performed by the through holes 16 of the receiving frame member 1,
16 and the nail 25 is driven through the through hole 16. An anchor bolt 21 is inserted into the through-hole 14 in advance, and the receiving frame 1
And, if necessary, jointed with the insertion bar 54 using the bolt 21 (a reinforcing material 55 or the like may be used).
And temporarily fix the receiving frame member 1 so as to match the reference line.

【0010】そして受け枠材1の突部12の項部に達す
る高さまでコンクリートを打設する。図2における溝3
の左側壁はコンクリートパネル4等を撤去した状態を示
し、溝側壁上縁には受け枠材1が固設され、凹部13に
は釘25の先端が突出しているので、これをカッターに
よって根元から切断する。また凹部13にはアンカーボ
ルト21のヘッド部22が突出することになるが図1に
示す様に溝3の内側へは飛び出していないので、溝内に
電気ケーブルを布設する作業上邪魔になったり、或は溝
内を流れる流体の抵抗になる様なことはない。
[0010] Then, concrete is poured into the receiving frame member 1 to a height reaching the section of the projection 12. Groove 3 in FIG.
The left side wall shows a state in which the concrete panel 4 and the like have been removed, the receiving frame 1 is fixed to the upper edge of the groove side wall, and the tip of the nail 25 projects into the concave portion 13. Disconnect. Also, the head portion 22 of the anchor bolt 21 protrudes from the recess 13 but does not protrude into the groove 3 as shown in FIG. 1, which hinders the work of laying the electric cable in the groove. Or the resistance of the fluid flowing in the groove.

【0011】前記受け枠材1はアルミニウム合金等の金
属材料、FRP、プラスチック等のいずれであっても良
く、また受け枠材1に形成される凹部13は溝状のもの
に限られず枠材長手方向に間欠的に凹みを形成するもの
であっても構わない。さらに貫通孔14は枠材長手方向
に長く穿設し、アンカーボルト21の固定位置をずらせ
る様に構成したものであっても良い。
The receiving frame member 1 may be any of a metal material such as an aluminum alloy, FRP, plastic, and the like. The concave portion 13 formed in the receiving frame member 1 is not limited to a groove, but may be a longitudinal member. The dent may be formed intermittently in the direction. Further, the through hole 14 may be formed so as to be long in the longitudinal direction of the frame material so that the fixing position of the anchor bolt 21 is shifted.

【0012】図3,図4は受け枠材1の接続形態を示す
説明図であり、図3(斜視説明図)は2つの受け枠材1
を直線状に接続する例である。この接続には直板状の接
続金具8を使用し、該金具8の両端にはボルト挿通用の
孔8aを形成しておき、この孔8aと受け枠材1におけ
る端部に形成される貫通孔14を通してアンカーボルト
21を結合し、該金具8を介して隣設される受け枠材1
を直線状に接続する。
FIG. 3 and FIG. 4 are explanatory views showing the connection form of the receiving frame member 1. FIG.
Are connected in a straight line. For this connection, a straight plate-shaped connection fitting 8 is used, and holes 8 a for bolt insertion are formed at both ends of the fitting 8, and a through hole formed at the end of the hole 8 a and the receiving frame material 1. 14, an anchor bolt 21 is connected to the receiving frame member 1 via the metal fitting 8.
Are connected in a straight line.

【0013】図4(平面図)の例は2つの受け枠材1,
1を直角に接続する例を示す。受け枠材1の端部は夫々
45度に切断してつき合わせ、接続金具としてはL字形
の金具8Bを用い、これを凹部13の裏面側で、両枠材
1,1を架け渡す様に添設し、アンカーボルト21,2
1によって図3の例と同様に接合固定する。
FIG. 4 (plan view) shows an example in which two receiving frames 1 and 2 are provided.
1 shows an example in which 1 is connected at a right angle. The ends of the receiving frame member 1 are cut at 45 degrees to each other, and they are joined together. An L-shaped metal member 8B is used as a connecting metal member. Attached, anchor bolts 21 and
1 and fixed in the same manner as in the example of FIG.

【0014】[0014]

【発明の効果】本発明は以上の様に構成されているの
で、溝の側壁上部に配設するに当たって簡単な施工作業
で済む様になり、しかもアンカーボルトを使用すること
によって打設コンクリートに強固に固定できる様になっ
た。
The present invention is constructed as described above, so that it is possible to perform a simple construction work when arranging it on the upper part of the side wall of the groove, and to use the anchor bolt to solidify the cast concrete. Now you can fix it.

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

【図1】本発明受け枠材の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of a receiving frame material of the present invention.

【図2】図1に示す受け枠材を取付る施工例を示す説明
図である。
FIG. 2 is an explanatory view showing a construction example of mounting the receiving frame member shown in FIG.

【図3】図1に示す受け枠材の接続例を示す斜視説明図
である。
FIG. 3 is a perspective explanatory view showing a connection example of the receiving frame member shown in FIG. 1;

【図4】図1に示す受け枠材の接続例を示す平面図であ
る。
FIG. 4 is a plan view showing a connection example of the receiving frame member shown in FIG. 1;

【図5】従来の溝の施工例を示す説明図である。FIG. 5 is an explanatory view showing an example of construction of a conventional groove.

【図6】図5の施工例によって形成された溝の断面説明
図である。
FIG. 6 is an explanatory cross-sectional view of a groove formed by the working example of FIG. 5;

【符号の説明】[Explanation of symbols]

1 受け枠材 2 溝用蓋 11 水平部 12 垂直部 13 凹部 14,16 貫通孔 DESCRIPTION OF SYMBOLS 1 Receiving frame material 2 Groove lid 11 Horizontal part 12 Vertical part 13 Concave part 14, 16 Through hole

───────────────────────────────────────────────────── フロントページの続き (72)発明者 毛尾 浩之 大阪府吹田市西御旅町5番8号 株式会 社日本触媒 樹脂技術研究所内 審査官 古屋野 浩志 (56)参考文献 実開 昭56−113436(JP,U) 実開 昭57−144439(JP,U) (58)調査した分野(Int.Cl.7,DB名) H02G 1/06 501 E03C 1/12 E03F 5/04 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Hiroyuki Moo 5-8, Nishiobari-cho, Suita-shi, Osaka Examiner, Nippon Shokubai Resin Technology Research Institute Co., Ltd.Hiroshi Furuyano (56) References (JP, U) Japanese Utility Model 57-144439 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) H02G 1/06 501 E03C 1/12 E03F 5/04

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 溝の側壁上縁部に配設されて溝蓋の側
縁を支持する受け枠材であって、 該受け枠材は、その断面が略L字形であり、溝の側壁面
側に相当する垂直部に溝側壁面より凹んだ凹部が形成さ
れていると共に、該凹部には、アンカーボルト挿通用の
貫通孔と仮固定用釘挿通用の貫通孔とが設けられてなる
ことを特徴とする溝用蓋の受け枠材。
1. A receiving frame member for supporting the side wall on the edge is disposed in the side edge of the groove for the lid of the groove, receiving only the frame member, the cross-section is approximately L-shaped, groove side The vertical portion corresponding to the wall surface side is formed with a concave portion recessed from the groove side wall surface, and the concave portion is provided with a through hole for inserting an anchor bolt and a through hole for inserting a nail for temporary fixing. A receiving frame material for a groove lid, characterized in that:
JP16217792A 1992-05-27 1992-05-27 Slot cover frame material Expired - Lifetime JP3083644B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16217792A JP3083644B2 (en) 1992-05-27 1992-05-27 Slot cover frame material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16217792A JP3083644B2 (en) 1992-05-27 1992-05-27 Slot cover frame material

Publications (2)

Publication Number Publication Date
JPH05332020A JPH05332020A (en) 1993-12-14
JP3083644B2 true JP3083644B2 (en) 2000-09-04

Family

ID=15749484

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16217792A Expired - Lifetime JP3083644B2 (en) 1992-05-27 1992-05-27 Slot cover frame material

Country Status (1)

Country Link
JP (1) JP3083644B2 (en)

Also Published As

Publication number Publication date
JPH05332020A (en) 1993-12-14

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Effective date: 20000530