JPH0491616A - Pit cover receiving frame and joint metal therefor, and installation of receiving frame - Google Patents

Pit cover receiving frame and joint metal therefor, and installation of receiving frame

Info

Publication number
JPH0491616A
JPH0491616A JP2205492A JP20549290A JPH0491616A JP H0491616 A JPH0491616 A JP H0491616A JP 2205492 A JP2205492 A JP 2205492A JP 20549290 A JP20549290 A JP 20549290A JP H0491616 A JPH0491616 A JP H0491616A
Authority
JP
Japan
Prior art keywords
frame
receiving frame
pit
support member
rotation stopper
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.)
Pending
Application number
JP2205492A
Other languages
Japanese (ja)
Inventor
Mitsuo Kobayashi
小林 満男
Nobuo Kuroki
黒木 信男
Masanobu Nagao
長尾 正信
Atsushi Horii
淳 堀井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ANAN DENKI KK
Nippon Shokubai Co Ltd
Takaoka Engineering Co Ltd
Original Assignee
ANAN DENKI KK
Nippon Shokubai Co Ltd
Takaoka Engineering Co Ltd
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 ANAN DENKI KK, Nippon Shokubai Co Ltd, Takaoka Engineering Co Ltd filed Critical ANAN DENKI KK
Priority to JP2205492A priority Critical patent/JPH0491616A/en
Publication of JPH0491616A publication Critical patent/JPH0491616A/en
Pending legal-status Critical Current

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  • Electric Cable Installation (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PURPOSE:To simplify temporary securing work prior to placement of concrete by forming a step for mounting a pit cover in a frame body and forming a securing seat having a slit to be inserted with a rotation stopper of a supporting member below the mounting step while leaving a hollow section with respect to the mounting step. CONSTITUTION:Primary concrete 32 is placed at a position lower than the bottom face of a pit P. At that time, anchor members B such as iron rods are planted, at predetermined intervals, at positions corresponding to the side positions of the pit P in the primary concrete. A supporting member 2 temporarily fastened to a frame body 1A is then welded to the anchor member B thus temporarily securing the frame body 1A to a predetermined horizontal position at set height. The frame body 1A and the supporting member 2 are then fastened and the supporting member 2 is secured firmly to the anchor member B. Subsequently, secondary concrete 34A is placed, a receiving frame member 1 is buried and secured by mortar 31a, 31b and then the pit P and the floor face are finished.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明はケーブル配線用のピットやトレイン用の溝等を
形成するための、ピット用蓋の受け枠材とこの受け枠材
の接続具、並びに該受け枠材の施工方法に関し、詳細に
は仮固定作業が簡単に行なえるビット用蓋の受け枠材、
及び該受けわ材同士を簡単な作業で連結することができ
る受け枠材の接続具、並びに該受け枠材を容易にコンク
リート内に埋設固定できる受け枠材の施工方法に関する
ものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a receiving frame material for a pit lid and a connecting tool for this receiving frame material, for forming a pit for cable wiring, a groove for a train, etc. In addition, regarding the construction method of the receiving frame material, in detail, a receiving frame material for a bit lid that can be easily temporarily fixed,
The present invention also relates to a connection tool for receiving frame materials that can connect the receiving frame materials with a simple operation, and a method for constructing the receiving frame materials that can easily embed and fix the receiving frame materials in concrete.

[従来の技術] ケーブル配線等のためのピットを屋外や屋内に形成する
に当たっては、ビット用蓋を支持するための受け枠材を
ピットの上縁部に沿って形成するのが一般的である。第
9図はピットPと上記受け枠材1の配設例を示す斜視説
明図である。ピットP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。そして該ピッ
トPの両側部上縁には、ピット用蓋4の両側縁を支持す
る受け枠材1.1が平行に配設される。第10図は該受
け枠材1の一例を示す断面図であり、該受け枠材1は鋼
製のL字型アングル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、ピット用蓋4は前記アン
グル51の上面で支持し、上記棒鋼材52によってピッ
ト用M4の側面の移動を規制すると共に、該ピット用M
4の上面が床面レベルGLと同一となる様にする。
[Prior Art] When forming a pit for cable wiring, etc. outdoors or indoors, it is common to form a receiving frame material along the upper edge of the pit to support the bit cover. . FIG. 9 is a perspective explanatory view showing an example of the arrangement of the pit P and the receiving frame material 1. As shown in FIG. The pit P is formed by pouring concrete at a position dug below the floor surface GL. Receiving frame members 1.1 supporting both side edges of the pit lid 4 are arranged in parallel on the upper edges of both sides of the pit P. FIG. 10 is a sectional view showing an example of the receiving frame material 1. The receiving frame material 1 consists of an L-shaped steel angle 51 and a steel bar 52 with a rectangular cross section welded to the upper surface of the L-shaped angle 51. The pit lid 4 is supported on the upper surface of the angle 51, and the steel bar 52 restricts the movement of the side surface of the pit M4.
4 so that the top surface is the same as the floor level GL.

上記受け枠材1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1.1同士を連結するときに
は、該受け枠材1の端部同士を突き合わせ溶接して接合
部Wdを形成することとしている。
When connecting these receiving frame members 1 in the longitudinal direction, or when connecting the receiving frame members 1.1 to each other at a bent portion, the ends of the receiving frame members 1 are butt welded to form a joint. It is assumed that Wd is formed.

ところで上記受け枠材1の配設施工に当たっては、まず
ピットP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。
By the way, when installing the receiving frame material 1, first, primary concrete 32 is poured leaving a space of a size and shape corresponding to the pit P. At this time, anchor reinforcements 53 are provided protruding from the primary concrete 32.

次いで受け枠材1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1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1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によってピット内側表面及び床面を仕上げる。
Next, while holding the receiving frame member 1 at a predetermined height and horizontal position, it is welded and fixed to the insert 53. Thus 1
Next, the receiving frame material 1 is temporarily fixed to the concrete 32, and then secondary concrete 34 is cast, and the receiving frame material 1 is buried and fixed in the secondary concrete. Finally, mortar material 31a
, 31b to finish the inner surface of the pit and the floor surface.

ところが上記受け枠材1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、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1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。
However, when temporarily fixing the receiving frame material 1 using the anchor rods 53, complicated cutting and welding operations had to be performed. In other words, it is rare that the cutting line 53 is provided at an accurate position and at an appropriate length.
In actual construction methods, it is often necessary to cut the crossbars and receiving frame material in the vertical or horizontal direction for adjustment, or to additionally install auxiliary iron bars. It was extremely difficult to perform this cutting and welding work while positioning the parts.

また受け枠材同士における接合部Wd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こととなっ
ていた。
Further, the welding work of the joint Wd between the receiving frame members is also complicated and requires a long time to perform the connection work.

[発明が解決しようとする課題] そこで本発明の第1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るピット用蓋の
受け枠材を提供すると共に、この受け枠材を使用した施
工方法を完成することにある。
[Problems to be Solved by the Invention] Therefore, the first object of the present invention is to provide a receiving frame material for a pit lid that can be easily temporarily fixed before concrete pouring, and to provide a receiving frame material for a pit lid that can be temporarily fixed before concrete placement. The goal is to perfect a construction method using

さらに本発明の他の目的は、上記受け枠材同士が、屈曲
連結部や長手方向連結部において、簡単に連結作業の行
なえる接続具を提供することにある。
Still another object of the present invention is to provide a connecting tool that allows the above-mentioned receiving frame members to be easily connected to each other at a bending connection portion or a longitudinal connection portion.

[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のビット用蓋の受け枠材は
、合成樹脂製の枠体と支持部材とからなり、前記枠体は
上記ピット用蓋を載置する受け段部が形成されると共に
、該受け段部の下方には支持部材の回転止め具の挿通ス
リットを備えた固定用座部が前記受け段部との間に腔部
を残して形成され、また上記支持部材は保持ボルトに上
記回転止め具及び締結用座金を備えてなることを要旨と
するものである。
[Means for Solving the Problems] A receiving frame material for a bit lid according to the present invention that achieves the above object is composed of a frame made of synthetic resin and a support member, and the frame body supports the pit lid. A receiving step is formed on which the support member is placed, and a fixing seat portion is provided below the receiving step with an insertion slit for a rotation stopper of the support member, leaving a cavity between the supporting member and the supporting member. The support member is provided with the rotation stopper and the fastening washer on the holding bolt.

また本発明の接続具は、接続される各枠体の腔部を差し
渡されるスペーサ板材、回転止め具及び該回転止め具に
螺合貫通される締結ボルトからなることを要旨とするも
のである。
The connecting tool of the present invention is also characterized in that it comprises a spacer plate that spans the cavity of each frame to be connected, a rotation stopper, and a fastening bolt that is threaded through the rotation stopper. .

さらに本発明の施工方法は、上記ピット用蓋の受け枠材
は支持部材を使ってアンカー材又は補強材に固定し、コ
ンクリート打設するものである。
Further, in the construction method of the present invention, the receiving frame material of the pit lid is fixed to an anchor material or a reinforcing material using a support member, and then concrete is poured.

[作用及び実施例] 第1図は本発明に係るピット用蓋の受け枠材の代表的な
実施例を示す一部破断斜視図であり、該受け枠材1は枠
体IAと支持部材2により構成される。上記枠体IAは
断面C字状の本体部12に上側壁11及び下端壁17が
夫々一体成形されてなるものであり、挿通用スリット1
5が下向きに開口形成され、その上部に腔部16が形成
される。前記本体部12と上側壁11により、該枠体I
Aの長手方向に沿う受け段部13が形成され、該受け段
部13上にピット用M4が載置される(第2図参照)。
[Operations and Examples] FIG. 1 is a partially cutaway perspective view showing a typical example of the receiving frame material for a pit lid according to the present invention, and the receiving frame material 1 is composed of a frame body IA and a supporting member 2. Consisted of. The frame IA is formed by integrally molding an upper wall 11 and a lower end wall 17 on a main body 12 having a C-shaped cross section, and has an insertion slit 1.
5 is formed to open downward, and a cavity 16 is formed in the upper part thereof. The main body portion 12 and the upper wall 11 allow the frame I
A receiving step 13 is formed along the longitudinal direction of A, and the pit M4 is placed on the receiving step 13 (see FIG. 2).

従って上側壁11の本体部12からの突出高さは該ピッ
ト用蓋4の厚さと同等とすることが好ましい。また上記
腔部16の下方で挿通用スリット15の両脇には座部1
4a14bが枠体IAの長手方向に沿って延設される。
Therefore, it is preferable that the height of the upper wall 11 projecting from the main body 12 is equal to the thickness of the pit lid 4. Further, below the cavity 16, on both sides of the insertion slit 15, there are seat portions 1.
4a14b extends along the longitudinal direction of the frame IA.

また上記本体部12の下部でピット内壁側には下端壁1
7が下方に突設されることが好ましく、これによってピ
ット内壁面をコンクリート打設する際、型枠配設が簡単
に行なえる。
In addition, a lower end wall 1 is provided at the bottom of the main body 12 on the inner wall side of the pit.
7 is preferably provided so as to protrude downward, so that the formwork can be easily installed when pouring concrete into the inner wall surface of the pit.

また本体部12及び上側壁11の外側面には枠体IAの
長手方向に沿う突条18,18を突設しておくことが望
ましく、これにより打設コンクリートとの接合性を高め
、コンクリートと本体部12等との間に間隙が形成され
るのを防止する。
Furthermore, it is desirable that protrusions 18, 18 are provided on the outer surfaces of the main body 12 and the upper wall 11 so as to extend along the longitudinal direction of the frame IA. This prevents a gap from being formed between the body portion 12 and the like.

他方支持部材2は板状の回動止め具22.座金23、保
持ボルト21及びナツト24によって構成され、前記回
動止め具22の中央には上記保持ホルト21を螺合する
ねじ孔22bが形成されると共に、該回動止め具22の
幅Wは上記枠体IAの挿通用スリット15の幅TOより
短く形成され、且つ長さしは語幅TOより長く形成され
る。
The other supporting member 2 is a plate-shaped rotation stopper 22. The rotation stopper 22 is composed of a washer 23, a holding bolt 21, and a nut 24, and a screw hole 22b into which the holding bolt 21 is screwed is formed in the center of the rotation stopper 22, and the width W of the rotation stopper 22 is as follows. It is formed shorter than the width TO of the insertion slit 15 of the frame IA, and its length is formed longer than the word width TO.

なお好ましくは該回動止め具22の長手方向先端部には
角度αを形成した切欠き部22aを形成しておき、枠体
IAの腔部16内に挿入された後、斜め方向に回転して
該切欠き部22aの側面が腔部16の側壁面に当接し、
過度の空回りが引き起こされるのを防止する。上記回動
止め具22と保持ボルト21は溶接固定されたものや、
回転自在に固着されたもの等であっても良い。
Preferably, a notch 22a formed at an angle α is formed at the longitudinal end of the rotation stopper 22, so that the rotation stopper 22 can be rotated diagonally after being inserted into the cavity 16 of the frame IA. The side surface of the notch 22a abuts the side wall surface of the cavity 16,
To prevent excessive idling from occurring. The rotation stopper 22 and the holding bolt 21 are fixed by welding,
It may be rotatably fixed.

また保持ボルト21には座金23を挿通すると共にナツ
ト24を螺合し、第1図の下方部分に示す様に支持部材
2を構成し、そしてこの支持部材2は枠体IAに対して
着脱自在な構成とする。すなわち回動止め具22を挿通
用スリット15を通して1点鎖線矢印方向に腔部16内
に挿入し、次いでこれを約901旋回して破線状態とす
ることにより、該回動止め具22の画先端部が座部14
a、14bに係止されることになる。この状態で該支持
部材2は枠体IAの長手方向に沿って移動自在である。
Further, a washer 23 is inserted into the holding bolt 21 and a nut 24 is screwed together to form a support member 2 as shown in the lower part of FIG. 1, and this support member 2 is detachable from the frame IA. The structure is as follows. That is, by inserting the rotation stopper 22 into the cavity 16 in the direction of the dashed line arrow through the insertion slit 15, and then turning it approximately 901 degrees to the state indicated by the broken line, the image tip of the rotation stopper 22 is The part is the seat part 14
a, 14b. In this state, the support member 2 is movable along the longitudinal direction of the frame IA.

次いでナツト24を回動止め具22側へ締め込んでいく
と、第2図(断面図)に示す様に、座部14a、14b
が回動止め具22と座金23の間に挟み込まれ、支持部
材2が枠体1Aの任意位置で締結固定される。この支持
部材2を枠体IAの長手方向に適切数配設し、後述する
仮固定施工に利用する。
Next, when the nut 24 is tightened toward the rotation stopper 22, as shown in FIG. 2 (cross-sectional view), the seats 14a and 14b
is sandwiched between the rotation stopper 22 and the washer 23, and the support member 2 is fastened and fixed at any position on the frame 1A. An appropriate number of support members 2 are arranged in the longitudinal direction of the frame body IA, and used for temporary fixing work to be described later.

上記枠体IAは合成樹脂材料によって形成され、好まし
くは枠体長手方向に沿って補強用ガラス繊維を装填した
FRP材を使用し、ざら−に任意の着色を行なったもの
とすることが推奨される。
It is recommended that the frame IA be made of a synthetic resin material, preferably an FRP material loaded with reinforcing glass fibers along the longitudinal direction of the frame, and lightly colored as desired. Ru.

また支持部材2における少なくとも保持ボルト21は溶
接性の高い鋼材を用いることが望ましい。
Further, it is desirable that at least the holding bolt 21 in the support member 2 be made of a steel material with high weldability.

一方輸送や製造の取扱い性を考慮して上記枠体IAは数
メートル程度の定尺品として製造することが、枠体IA
同士を連結するため、接続具を準備する必要がある。第
3図は該接続具3の一例を示す斜視説明図である。該接
続具3はスペーサ板材28.締結ボルト29及び前述の
回動止め具22から構成され、該スペーサ板材28の幅
は枠体IAの腔部16の幅と同−若しくは若干小さく形
成され、該腔部16の上壁面に当接で籾る様に構成され
、また該スペーサ部材28の両端部は夫々に枠体IA、
IAの腔部16.16内に挿入できるものである。
On the other hand, in consideration of ease of transportation and manufacturing handling, it is recommended that the frame IA be manufactured as a standard length product of several meters.
In order to connect them together, it is necessary to prepare a connecting tool. FIG. 3 is a perspective explanatory view showing an example of the connector 3. FIG. The connector 3 is a spacer plate 28. Consisting of a fastening bolt 29 and the aforementioned rotation stopper 22, the width of the spacer plate 28 is formed to be the same as or slightly smaller than the width of the cavity 16 of the frame IA, and is in contact with the upper wall surface of the cavity 16. Both ends of the spacer member 28 are configured to be separated by a frame IA and a frame IA, respectively.
It can be inserted into the cavity 16.16 of the IA.

従って2つの枠体IA、IAを連結するに当たっては、
まずスペーサ板材28の両端に枠体IA、IAを嵌装し
、次いで締結ボルト29を螺合した回動止め具22を枠
体IAの腔部16内に挿入して約901程度旋回させる
。そしてさらに締結ボルト29を締め込んで、第4図に
示す様に、枠体IAと接続具3を固定する。すなわち回
動止め具22を座部14a、14b上に当接し、締結ボ
ルト29によってスペーサ板材28を枠体IAの腔部1
6の上壁面へ押圧し、スペーサ板材28と枠体IAを固
定する。従って第5図に示す様にスペーサ板材28の両
端に適当数の回動止め具22を設けて枠体IA、IAを
接続することができる。上記接続具3におけるスペーサ
板材28は第6図(A) 、 CB)に示す様に水平方
向に真直ぐなものや任意角度に屈曲したもの等でも良く
、また垂直方向に任意角度に屈曲したもので、床面のス
ロープ部分に対応できる様に構成したものであっても良
い。
Therefore, when connecting the two frames IA and IA,
First, the frames IA, IA are fitted to both ends of the spacer plate 28, and then the rotation stopper 22 with the fastening bolt 29 screwed thereto is inserted into the cavity 16 of the frame IA and rotated about 90 degrees. Then, the fastening bolt 29 is further tightened to fix the frame IA and the connector 3, as shown in FIG. That is, the rotation stopper 22 is brought into contact with the seats 14a and 14b, and the spacer plate 28 is secured to the cavity 1 of the frame IA using the fastening bolts 29.
6 to fix the spacer plate material 28 and the frame body IA. Therefore, as shown in FIG. 5, an appropriate number of rotation stops 22 can be provided at both ends of the spacer plate 28 to connect the frames IA, IA. The spacer plate 28 in the connector 3 may be straight in the horizontal direction or bent at an arbitrary angle, as shown in FIGS. 6(A) and CB), or may be bent at an arbitrary angle in the vertical direction. , it may be constructed so as to be able to accommodate a sloped portion of the floor surface.

上記受け枠材1を使用する場合のピット形成施工方法を
、第7,8図により夫々説明する。まず第7図の例にお
いては、ピットPの底面より低い位置に1次コンクリー
ト32を打設する。このとき1次コンクリートにはピッ
トの側部位置に相当する部分に鉄筋等によるアンカー材
Bを定間隔で立設させておく。そして枠体IAに仮締結
された支持部材2を上記アンカー材Bに溶接し、枠体I
Aを設定高さで所定水平位置に仮固定する。
A pit forming construction method when using the above-mentioned receiving frame material 1 will be explained with reference to FIGS. 7 and 8, respectively. First, in the example shown in FIG. 7, primary concrete 32 is poured at a position lower than the bottom of the pit P. At this time, anchor members B made of reinforcing bars or the like are erected at regular intervals in the primary concrete at portions corresponding to the side positions of the pit. Then, the support member 2 temporarily fastened to the frame IA is welded to the anchor material B, and the support member 2 temporarily fastened to the frame IA is welded to the anchor material B.
Temporarily fix A at a predetermined horizontal position at a set height.

なおこのとき保持ボルト21とアンカー材Bの溶接4合
に、アングル材等の補強材Rを用いても良く、さらに支
持部材2を枠体IAの長手方向へ移動させたり、或は支
持部材2を追加配設しても良い。
At this time, a reinforcing material R such as an angle material may be used for the welding of the holding bolt 21 and the anchor material B, and the supporting member 2 may be further moved in the longitudinal direction of the frame IA, or the supporting member 2 may be moved in the longitudinal direction of the frame IA. may be additionally placed.

そして枠体IAと支持部材2を締結固定すると共に、支
持部材2とアンカー材Bも確実に固定する。
Then, the frame IA and the support member 2 are fastened and fixed, and the support member 2 and the anchor material B are also securely fixed.

次いで2次コンクリート34Aを打設し、さらにモルタ
ル材31a及び31bによって前記受け枠材1を埋設固
定し、ピッ+−p及び床面等を仕上げる。
Next, secondary concrete 34A is placed, and the receiving frame material 1 is buried and fixed using mortar materials 31a and 31b, and the pipes, floor surface, etc. are finished.

他方第8図に示す施工例においては、既存の基礎地盤G
上に補強材R3〜R3を使用し、支持部材2を介して枠
体IAを設定位置に仮設し、1度のコンクリート(34
B)打設によってピットPを形成し、モルタル材31a
、31bによって仕上げ施工する。このとぎ支持部材2
を上記の例と同様に移動又は追加して使用することとす
る。
On the other hand, in the construction example shown in Figure 8, the existing foundation ground G
Using reinforcing materials R3 to R3 on top, the frame IA is temporarily installed at the set position via the supporting member 2, and concrete (34
B) Form a pit P by pouring, and mortar material 31a
, 31b. This sharpening support member 2
Let's move or add it and use it in the same way as in the above example.

本発明におけるピット用蓋の受け枠材1及び接続具3は
上記例のものに限定されず、適宜変更を加えたものであ
っても良い。また施工方法も上記の実施例に限られず、
コンクリート型枠を利用して受け枠材1を所定位置に配
設する方法等を利用しても良い。
The receiving frame material 1 and the connecting tool 3 of the pit lid in the present invention are not limited to those of the above example, but may be modified as appropriate. Furthermore, the construction method is not limited to the above embodiments,
A method of arranging the receiving frame material 1 at a predetermined position using a concrete form may also be used.

[発明の効果] 本発明の受け枠材は以上の様に構成されているので、簡
単な施工作業によって短時間で所定位置に仮設すること
ができる様になった。また本発明接続具によって上記受
け枠材同士を簡単に連結することかでき、該受け枠材を
能率的に仮設できる様になった。
[Effects of the Invention] Since the receiving frame material of the present invention is configured as described above, it can be temporarily installed in a predetermined position in a short time by simple construction work. Furthermore, the connecting tool of the present invention allows the above-mentioned receiving frame members to be easily connected to each other, and the receiving frame members can be temporarily installed efficiently.

さらに本発明方法により受け枠材を能率的にコンクリー
トに埋設固定でき、溝やピット等を簡単な作業によって
配設できる様になった。
Furthermore, by the method of the present invention, the receiving frame material can be efficiently embedded and fixed in concrete, and grooves, pits, etc. can be arranged with simple work.

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

第1図は本発明受け枠材の代表的な実施例を示す一部破
断斜視図、第2図は第1図のII −II線断面矢視図
、第3図は本発明接続具の実施例を示す斜視説明図、第
4図は第3図のIV−rV線断面矢視図、第5図は第4
図のV−V線断面矢視図、第6図(八) 、 (B)は
本発明接続具の他の実施例を示す平面図、第7図及び第
8図は本発明施工方法の実施例を説明する概略模式断面
図、第9図はビット用蓋の受け枠材の配設従来例を示す
説明図、第10図は従来のピットの構造を示す断面図で
ある。 1・・・ピット用蓋の受け枠材 IA・・・枠体      2・・・支持部材3・・・
接続具     21・・・保持ボルト22・・・挿入
部材    23・・・座金28・・・スペーサ板材 29・・・締結ボルト
Fig. 1 is a partially cutaway perspective view showing a typical embodiment of the receiving frame material of the present invention, Fig. 2 is a sectional view taken along the line II-II in Fig. 1, and Fig. 3 is an implementation of the connector of the present invention. A perspective explanatory view showing an example, FIG. 4 is a cross-sectional view taken along the line IV-rV in FIG. 3, and FIG.
6(8) and (B) are plan views showing other embodiments of the connecting tool of the present invention, and FIGS. 7 and 8 are implementation of the construction method of the present invention. FIG. 9 is an explanatory view showing a conventional arrangement of a receiving frame member of a bit lid, and FIG. 10 is a cross-sectional view showing the structure of a conventional pit. 1... Pit lid receiving frame material IA... Frame body 2... Support member 3...
Connection tool 21... Holding bolt 22... Insertion member 23... Washer 28... Spacer plate material 29... Fastening bolt

Claims (4)

【特許請求の範囲】[Claims] (1)ピット用蓋を支持するための受け枠材であって、
該受け枠材は合成樹脂製の枠体と支持部材とからなり、 前記枠体は上記ピット用蓋を載置する受け段部が形成さ
れると共に該受け段部の下方には後記支持部材の回動止
め具の挿通用スリットを備えた固定用座部が前記受け段
部との間に腔部を残して形成され、 また上記支持部材は保持ボルトに上記回動止め具および
締付用座金を備えたものであることを特徴とするピット
用蓋の受け枠材。
(1) A receiving frame material for supporting a pit lid,
The receiving frame material consists of a frame made of synthetic resin and a support member, and the frame has a receiving step portion on which the pit lid is placed, and below the receiving step portion there is provided a support member as described below. A fixing seat portion having a slit for inserting the rotation stopper is formed with a cavity remaining between the support member and the support step, and the support member is attached to the holding bolt with a slit for inserting the rotation stopper and the tightening washer. A receiving frame material for a pit lid, comprising:
(2)請求項(1)に記載した枠体同士を連結するため
の接続具であって、該接続具は接続される各枠体の腔部
間に差し渡されるスペーサ板材、回動止め具及び該回動
止め具に螺合して貫通する締結ボルトからなることを特
徴とする受け枠材の接続具。
(2) A connecting tool for connecting the frames described in claim (1), the connecting tool being a spacer plate and a rotation stopper that are inserted between the cavities of each frame to be connected. and a fastening bolt that threads through the rotation stopper and passes through the rotation stopper.
(3)請求項(1)に記載した受け枠材の施工方法にお
いて、 前記枠体に支持部材を仮締めし、次いで該支持部材の保
持ボルトを、1次打設コンクリートによって立設された
アンカー材に溶接固定すると共に上記枠体を所定位置に
位置決めして支持部材を締結し、さらに2次打設コンク
リートにより前記保持ボルト及び枠体を埋設固定するこ
とを特徴とするピット用蓋の受け枠材の施工方法。
(3) In the method for constructing a receiving frame material according to claim (1), a support member is temporarily tightened to the frame body, and then a retaining bolt of the support member is attached to an anchor erected by primary pouring concrete. A receiving frame for a pit lid, characterized in that the frame is welded and fixed to the material, the frame is positioned at a predetermined position, a supporting member is fastened, and the holding bolt and the frame are buried and fixed with secondary concrete pouring. Construction method of materials.
(4)請求項(1)に記載した受け枠材の施工方法にお
いて、 前記枠体に支持部材を仮締めし、次いで該支持部材の保
持ボルトを基礎地盤に固定される補強材に溶接固定する
と共に、上記枠体を所定位置に位置決めして支持部材を
締結し、次いでコンクリート打設により前記保持ボルト
及び枠体を埋設固定することを特徴とするピット用蓋の
受け枠材の施工方法。
(4) In the method for constructing a receiving frame material according to claim (1), a supporting member is temporarily tightened to the frame, and then a retaining bolt of the supporting member is welded and fixed to a reinforcing member fixed to the foundation ground. Also, a method for constructing a receiving frame material for a pit lid, characterized in that the frame body is positioned at a predetermined position, a supporting member is fastened, and then the holding bolt and the frame body are embedded and fixed by pouring concrete.
JP2205492A 1990-08-01 1990-08-01 Pit cover receiving frame and joint metal therefor, and installation of receiving frame Pending JPH0491616A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2205492A JPH0491616A (en) 1990-08-01 1990-08-01 Pit cover receiving frame and joint metal therefor, and installation of receiving frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2205492A JPH0491616A (en) 1990-08-01 1990-08-01 Pit cover receiving frame and joint metal therefor, and installation of receiving frame

Publications (1)

Publication Number Publication Date
JPH0491616A true JPH0491616A (en) 1992-03-25

Family

ID=16507754

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2205492A Pending JPH0491616A (en) 1990-08-01 1990-08-01 Pit cover receiving frame and joint metal therefor, and installation of receiving frame

Country Status (1)

Country Link
JP (1) JPH0491616A (en)

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