JPS6153931A - Suspension type confluent measure - Google Patents

Suspension type confluent measure

Info

Publication number
JPS6153931A
JPS6153931A JP23344883A JP23344883A JPS6153931A JP S6153931 A JPS6153931 A JP S6153931A JP 23344883 A JP23344883 A JP 23344883A JP 23344883 A JP23344883 A JP 23344883A JP S6153931 A JPS6153931 A JP S6153931A
Authority
JP
Japan
Prior art keywords
slab
square
slab formwork
hanging
cell
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.)
Granted
Application number
JP23344883A
Other languages
Japanese (ja)
Other versions
JPS6260549B2 (en
Inventor
堀内 龍彦
倉重 隆俊
金田 季郎
清之 高橋
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP23344883A priority Critical patent/JPS6153931A/en
Publication of JPS6153931A publication Critical patent/JPS6153931A/en
Publication of JPS6260549B2 publication Critical patent/JPS6260549B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、例えば下階が駐車場である床スラブ等に吊下
げ状1島に設置される排水用や排油用等の吊下式会所枡
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a hanging-type meeting hall box for drainage, oil drainage, etc., which is installed in a suspended island on a floor slab whose lower floor is a parking lot, for example.

かかる吊下式会所枡としては、それの使用場所や設置方
式等から鑑みて、耐食性、#大佐及び構造体としての強
度が要求される。 従来のものにおいては、このような
要求を満すために、枡本体を、鋳物やステンレス、或い
はコンクリートから構成してい友が、この従来の吊下式
会所枡においては、枡本体が非常な重量物となる之め、
次に述べるような欠点があった。
Such hanging-type meeting halls are required to have corrosion resistance, strength, and structural strength, depending on the location where they are used and how they are installed. In order to meet these requirements, in conventional types, the main body of the cell is made of cast metal, stainless steel, or concrete. To become a thing,
It had the following drawbacks.

つまり、枡本体をスラブ型枠にセントしてスラブコンク
リートを打設することにより、スラブ作成と同時に、会
所枡を設置するいわゆる、先付は工法を採用しようとし
ても、枡本体が重量物であるが故に、枡本体をスラブ型
枠に支保させることが困難で、例え、支保でき友として
も、その支保箇所の型枠部分が下方に湾曲して枡本体の
レベル精度が健保できなくfx、!ll、もって、実1
祭的には、先付は工法を採用することができない状況に
あった。
In other words, even if you try to adopt the so-called advance construction method, which involves installing a meeting room at the same time as the slab is created, by placing the main body of the cell in the slab formwork and pouring slab concrete, the cell itself is a heavy object. Therefore, it is difficult to support the square body on the slab formwork, and even if it can be supported, the formwork part at the supporting point will curve downward, making it impossible to maintain the level accuracy of the square body. ll, with, real 1
In terms of festivals, the situation was such that it was not possible to use the construction method for Sazuke.

そこで、従来では次のような枡設置方法が採られていた
Therefore, conventionally, the following method of installing a cell has been adopted.

即ち、第11図乃至第14・図に示すように、枡本体C
4=’)の大きさ、形に見合った仮枠(【四を作製して
スラブ型#(5つの会所枡設置予定箇所に釘止め等でセ
ットし、この状1島で配筋、コンクリート打設を行なっ
て枡本体設置用の開口(19)を励えたスラブ(11つ
を作製し、このスラブ(11’)の開口・、19)K枡
本体(4・つを挿入させて、ライナ厚さの選択により枡
本体(4・りのレベル調節を行ない、その後、第15図
に示すように、枡本体(4′)とスラブ開口、19)周
辺部との間の間隙の下側に型枠ho+をセントして、モ
ルタルレl)の充填にエリ前記の間隙を埋戻し、かつ、
枡本体(4′)に蓋枠(3′)をセットしてモルタル(
221の充填にエリ蓋枠(3′)とスラブ開口(19)
との間の間隙を埋戻すといった左官による後処理を行な
ういわゆる、後付は工法を採用していた。  ところが
、この後付は工法によるときは、工数及び使用機材数が
多くなり、しかも、枡本体を確実、正確にセントするた
めには仮枠を正確に作製、セットしなければならず、仮
枠の作製、セントに多大な手数がかかるから、従来の会
所枡には、施工性、経済性に欠けるといった欠点があつ
之。
That is, as shown in FIGS. 11 to 14, the cell body C
4=') Create a temporary frame ([4) that matches the size and shape of the slab type # (5) and set it with nails, etc. in the locations where the 5 meeting rooms will be installed. The slab (11 pieces) was prepared and the openings (19) for installing the cell body (19) were inserted into the opening (19) for installing the cell body, and the liner thickness was After adjusting the level of the cell body (4') by selecting the size, as shown in Fig. Place the frame ho+ and backfill the gap with the mortar layer l), and
Set the lid frame (3') on the main body (4') and place the mortar (
Filling of 221 with edge lid frame (3') and slab opening (19)
The so-called retrofitting method was used to perform post-treatment by plastering, such as backfilling the gaps between the walls. However, when this retrofitting method is used, the number of man-hours and the number of equipment used increases.Moreover, in order to reliably and accurately center the main body of the masu, the temporary frame must be accurately manufactured and set, and the temporary frame Because it takes a great deal of time and effort to make and use, conventional kaisho masu have drawbacks such as lack of ease of construction and economy.

本発明は、かかる従来欠点を解消しようとする点に目的
を有する。
The present invention has an object to overcome such conventional drawbacks.

上記目的達成のためにMf4した本発明による吊下式会
所枡の特徴構成は、耐火性の外枠内面Qて合成樹脂材料
製の耐食性層を形成した構造の枡本体に、スラブ型枠に
形成の口に枡本体を押通させた状態で該枡本体を前記ス
ラブ型枠に吊下げ支持すべくスラブ型枠に載置して枡本
体のレベル調節を行なう複数のレベル調節共を付設して
構成されている点にあり、このような特徴構成を有する
本発明の作用は次の通りである。
In order to achieve the above object, the characteristic structure of the hanging type meeting room square according to the present invention, which is Mf4, is that the square body has a fire-resistant outer frame inner surface Q, a corrosion-resistant layer made of synthetic resin material is formed, and the square frame is formed into a slab formwork. A plurality of level adjusters are attached to adjust the level of the cell body by placing it on the slab formwork so that the cell body is suspended and supported by the slab formwork while the cell body is pushed through the opening of the cell. The functions of the present invention having such a characteristic configuration are as follows.

つまり、枡本体を耐火性の外枠と耐食性層との二層構造
に構成しであるから、耐食性、1肘大性及び構造体とし
ての強度を有し乍らも、枡本体を軽量なものにできる。
In other words, since the main body of the masu has a two-layer structure consisting of a fire-resistant outer frame and a corrosion-resistant layer, the main body of the masu is lightweight while having corrosion resistance, an elbow size, and strength as a structure. Can be done.

 しかも、枡零体にレベル調節具を付設しであるから、
枡本体のレベル調節を、ライナ調節の場合に比較して容
易に、かつ、正確に行なうことができる。
Moreover, since a level adjustment device is attached to the square body,
Level adjustment of the cell main body can be performed more easily and accurately than in the case of liner adjustment.

従って、本発明は、仮枠を用いることなく、枡本体をス
ラブ型枠にセントした状態でスラブコンクリート打設を
行なうことにJ:す、スラブの作成と同時に、枡本体と
スラブとの間に間隙を形成さぜることのない会所胡の、
iえ前固定とを行なえる先付は工法を採用でき、これに
よって、工数及び使用機トオ数を少&<して、施工性良
く、かつ、経済+7]に設盈できるといつ之効果を奏し
得るに至った。
Therefore, in the present invention, slab concrete is poured with the square body placed in the slab formwork without using a temporary frame.At the same time as the slab is created, there is a Kaisho Hu, which does not form any gaps,
It is possible to use a construction method that allows for front fixation, and by this, it is possible to reduce the number of man-hours and the number of machines used, and it is easy to construct and economical + 7]. I was able to play it.

以下、本発明の実施例を図面に基ついて説明する。Embodiments of the present invention will be described below with reference to the drawings.

第1図、第2図に示すように、耐火性のステンレス製外
枠+l+の内面に1討食性のFRPIω(2)を形成し
、かつ、上部に仕上蓋枠(3)を一体に備えた平面視四
角の枡本体(4)の各角部夫々に、スラブ型枠(5)に
形成の口(61に枡本体(4)を押通させた状態で該枡
本体(4)を前記スラブ型枠(5)に吊下げ支持すべく
スラブ型枠(5)に戴置して枡本体(4)のレベル調節
を行なうレベル調節具(7)・・を付設して、吊下式会
所枡を構成する。 前記FRP層(2)は三@構造に構
成されている。 前記レベル調l¥i具(7)は、枡本
体(4)に対して上下に移動自在で、かつ、その下端に
おいてスラブ型枠(5)に接当可能なボルト(7A)と
、このボルト(7A)を回正めするロックナンド(7B
)とから構成されている。
As shown in Figs. 1 and 2, a corrosion-resistant FRPIω (2) is formed on the inner surface of a fire-resistant stainless steel outer frame +l+, and a finished lid frame (3) is integrally provided on the top. At each corner of the square cell body (4) in plan view, insert the cell body (4) into the slab formwork (5) with the cell body (4) being pushed through the openings (61) formed in the slab formwork (5). A hanging-type meeting hall meter is created by attaching a level adjuster (7) that is placed on the slab formwork (5) to adjust the level of the meter body (4) so as to suspend it from the formwork (5). The FRP layer (2) has a three-layer structure. The level adjustment tool (7) is movable up and down with respect to the square body (4), and its lower end A bolt (7A) that can come into contact with the slab formwork (5) at
).

(8)は、格子又はグレーテングの蓋であり、(9)は
、枡本体(4)と口(6)周辺との隙間を塞ぐ塩化ビニ
ール製のシール材であり、(lotは配管との接続用ノ
グソトであり、これは、枡本体(4)に内装する状態に
構成されている。
(8) is the lid of the lattice or grating, (9) is a vinyl chloride sealing material that closes the gap between the main body (4) and the area around the mouth (6), and (lot is the sealing material between the pipe and the pipe). This is a connecting hole, which is configured to be installed inside the main body (4).

上記の如く構成された吊下式会所枡の設置要饋を説明す
ると、先ず、第3図に示すように、スラブ型枠(5)の
余所枡設置相当部に、枡本体(4)エリもやや大きい口
(6)を形成し、次いで、第、1゜図に示すように、枡
本体(4)を口(6)に挿通させ、レベル調節具(7)
を介してレベル調節を行ない、シール材(9)を収付け
、その後、第5図に示すように、スラブ(11)用の配
筋州を施工し、かつ、コンクリートを打設し、養生後第
6図に示すように、スラブ型枠(6)を収外す。
To explain the installation requirements for the suspended-style meeting hall box constructed as described above, first, as shown in Figure 3, the section of the main body (4) of the slab frame (5) is A slightly larger opening (6) is formed, and then, as shown in Figure 1, the main body (4) of the cell is inserted into the opening (6), and the level adjustment tool (7) is inserted.
After that, as shown in Fig. 5, the level is adjusted through the pipe and the sealing material (9) is installed.Then, as shown in Fig. 5, reinforcement for the slab (11) is constructed, concrete is poured, and after curing. As shown in FIG. 6, the slab formwork (6) is removed.

尚、防水型の会所枡の場合は、仕上蓋枠(3)が折本体
(4)と別体となり、この防水型会所枡の設置番頭を説
明すると、前記の如くして折本体(4)を設置した後、
vJ7図乃至第9図に示すように、スラブ(11)上面
にならしモルタル(131を施工し、このならしモルタ
ル(I31上に防水18(141を施ニレ、次いで、モ
ルタル(15)を介して仕上蓋枠(3)を取付けたのち
、仕上げモルタル[161を施工する〇又、折本体(4
)、特に、防水型の場合における折本体(4)ハ、第1
0図に示すように、スラブ(lり内に埋込まれる7ラン
ジ(1ηを有するものであっても良い0 この場合、ス
ラブ(11)に対する折本 。
In addition, in the case of a waterproof type meeting place masu, the finishing lid frame (3) is separate from the folding body (4), and to explain the installation counter of this waterproof type meeting place square, the folding body (4) is attached as described above. After installing the
As shown in Figures vJ7 to Figure 9, leveling mortar (131) is applied to the upper surface of the slab (11), waterproofing 18 (141) is applied on top of this leveling mortar (I31), and then elm is applied through the mortar (15). After installing the finishing lid frame (3), apply the finishing mortar [161] Also, install the folding body (4).
), especially in the case of waterproof type folding body (4) c.
As shown in Figure 0, there may be 7 lunges (1η) embedded within the slab (11).

不(4)の位置決めを強力に行なえ、しかも、枡木本(
4)とスラブ(川との間の上水を確実に行なえる。
It is possible to powerfully position the position of (4), and it is also possible to perform the positioning of
4) Water supply between the slab and the river can be ensured.

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

第1図及び第2図は実施例を示す縦1Jfr面図と一部
切欠き平面図であり、第3図乃至第6図は上記実施例に
示した会所枦の施工手順を示し、第3図は斜視図、第4
図乃至第6図1−を縦断面図施工手順を示す縦折面図で
ある。 第11図乃至第16図は、従来の会所枡の施工
手順全示し、第11図は斜視図、第12図乃至第16図
は縦断面図である。 C11・・・・・・外枠、(2)・・・・・耐食性層、
(4)・・・・・・折本体、IIJ)・・・・・・スラ
ブ型枠、(6)・・・・・口、(7)・・・・レベル調
節具、(7)・・・・・・仕上蓋枠。 代理人 弁理士 北 村   修 第 1 色 第12 図 第13囚 5′ 灯A図 11′ 第15 図 4′ 箒16 図
Figures 1 and 2 are a longitudinal 1Jfr plan view and a partially cutaway plan view showing the embodiment, and Figures 3 to 6 show the construction procedure of the meeting room frame shown in the above embodiment; The figure is a perspective view, 4th
FIG. 6 is a vertical cross-sectional view showing the construction procedure of FIGS. FIGS. 11 to 16 show the entire construction procedure of a conventional meeting room. FIG. 11 is a perspective view, and FIGS. 12 to 16 are longitudinal sectional views. C11... Outer frame, (2)... Corrosion resistant layer,
(4)... Folding body, IIJ)... Slab formwork, (6)... Mouth, (7)... Level adjuster, (7)... ...Finished lid frame. Agent Patent Attorney Osamu Kitamura 1 Color 12 Figure 13 Prisoner 5' Light A Figure 11' 15 Figure 4' Broom 16 Figure

Claims (1)

【特許請求の範囲】 [1]耐火性の外枠(1)内面に合成樹脂材料製の耐食
性層(2)を形成した構造の枡本体(4)に、スラブ型
枠(5)に形成の口(6)に枡本体(4)を挿通させた
状態で該枡本体(4)を前記スラブ型枠(5)に吊下げ
支持すべくスラブ型枠(5)に載置して枡本体(4)の
レベル調節を行なう複数のレベル調節具(7)を付設し
て構成されている吊下式会所枡。 [2]前記枡本体(4)が、仕上蓋枠(3)を一体に備
えたものである特許請求の範囲第[1]項に記載の吊下
式会所枡。 [3]前記枡本体(4)における耐食性層(2)が、F
RP層である特許請求の範囲第[1]項又は第[2]項
に記載の吊下式会所枡。
[Claims] [1] A square body (4) having a structure in which a corrosion-resistant layer (2) made of a synthetic resin material is formed on the inner surface of a fire-resistant outer frame (1), and a structure formed on a slab formwork (5). With the cell body (4) inserted through the opening (6), the cell body (4) is placed on the slab formwork (5) to be suspended and supported by the slab formwork (5). 4) A hanging-type meeting hall box configured with a plurality of level adjusters (7) for adjusting the level. [2] The hanging-type meeting hall square according to claim 1, wherein the square main body (4) is integrally equipped with a finished lid frame (3). [3] The corrosion-resistant layer (2) in the cell body (4) is made of F
The hanging-type meeting hall box according to claim 1 or 2, which is an RP layer.
JP23344883A 1983-12-10 1983-12-10 Suspension type confluent measure Granted JPS6153931A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23344883A JPS6153931A (en) 1983-12-10 1983-12-10 Suspension type confluent measure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23344883A JPS6153931A (en) 1983-12-10 1983-12-10 Suspension type confluent measure

Publications (2)

Publication Number Publication Date
JPS6153931A true JPS6153931A (en) 1986-03-18
JPS6260549B2 JPS6260549B2 (en) 1987-12-16

Family

ID=16955197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23344883A Granted JPS6153931A (en) 1983-12-10 1983-12-10 Suspension type confluent measure

Country Status (1)

Country Link
JP (1) JPS6153931A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0587088U (en) * 1992-04-27 1993-11-22 中野冷機株式会社 Refrigerator drainage basin

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0424838Y2 (en) * 1986-12-25 1992-06-12

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0587088U (en) * 1992-04-27 1993-11-22 中野冷機株式会社 Refrigerator drainage basin

Also Published As

Publication number Publication date
JPS6260549B2 (en) 1987-12-16

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