JPS6145007A - Apparatus for consolidating bottom of precipitation basin - Google Patents

Apparatus for consolidating bottom of precipitation basin

Info

Publication number
JPS6145007A
JPS6145007A JP16765084A JP16765084A JPS6145007A JP S6145007 A JPS6145007 A JP S6145007A JP 16765084 A JP16765084 A JP 16765084A JP 16765084 A JP16765084 A JP 16765084A JP S6145007 A JPS6145007 A JP S6145007A
Authority
JP
Japan
Prior art keywords
surface layer
compaction
sedimentation tank
voids
tank bottom
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
JP16765084A
Other languages
Japanese (ja)
Inventor
大沢 利之
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.)
Proterial Ltd
Original Assignee
Hitachi Metals 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 Hitachi Metals Ltd filed Critical Hitachi Metals Ltd
Priority to JP16765084A priority Critical patent/JPS6145007A/en
Publication of JPS6145007A publication Critical patent/JPS6145007A/en
Pending 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】 この発明は、沈殿物掻寄機を内装する沈殿池に係り、特
にコンクリート製沈殿池の池底な仕上げ゛る手段に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a sedimentation basin equipped with a sediment scraper, and particularly to means for finishing the bottom of a concrete sedimentation basin.

第1.2図は沈殿物掻寄機1を内装した一般的。Figure 1.2 shows a general model equipped with a sediment scraper 1.

なコンクリート製沈殿池2を示す。沈殿池2の底穣部は
、掻寄用フライト3が滑らかに操短するよう・に荒いコ
ンクリート地肌よりなる池底の表層に、・小粒骨材のコ
ンクリートやモルタル等の表装材を・敷均し、その表面
を撫均して平滑にすることが望・まれて来た。
The concrete sedimentation basin 2 is shown. The bottom of the sedimentation tank 2 is covered with surface material such as small-grain aggregate concrete or mortar on the surface layer of the pond bottom, which is made of rough concrete, so that the raking flights 3 can be smoothly maneuvered. However, it has been desired to level the surface and make it smooth.

表層5を仕上げる従来の手段は、池底に投入し。The conventional means for finishing the surface layer 5 is to put it on the bottom of the pond.

た前記表装材を、空隙等を排除するように踏み均゛し、
次に池底4に敷設したフライト3用の支持し。
The above-mentioned facing material is leveled so as to eliminate voids, etc., and
Next, support for Flight 3 was laid on the bottom of the pond 4.

−ル6に置載した定規7に做って、手掻きスフレ“−パ
Bにより表層5を敷均す。この敷均した表層−5上に渡
板9を敷き、この渡板9上に乗った作業。
Using the ruler 7 placed on the ruler 6, level the surface layer 5 with a hand-scraped souffle pad B. Lay the plank 9 on the leveled surface layer 5; Work on board.

員により、タンパプレー)10を表層5の上面に叩。10 was struck on the upper surface of the surface layer 5 by a member of staff.

きつけ、表装材を締固める。この締固めた表層5゜の上
面を渡板9を足場にして鏝11により撫ぜ、表”層5の
上面を滑らかに仕上げるのである。    1゛しかじ
、コンクリートやモルタル等を表装材に゛すると、これ
を平面状に敷均、掻均するときに、。
and compact the facing material. Using the gangboard 9 as a foothold, the top surface of this compacted surface layer 5 is smoothed with a trowel 11 to smooth the top surface of the surface layer 5. , when leveling and leveling this into a flat surface.

気泡を巻き込んだり、空隙を介在させたりするの。Incorporating air bubbles or creating voids.

で、混線操作を併用して気泡、空隙を除去するよ5に表
装材を小範囲ずつ敷均すため、手作業によ1−らざるを
得す、高低差を5m以内にする事が困難・であり、表層
を締固める締板も小型化して部分的・に集中締固するよ
うになるから、締付が不揃いにパなって、悪条件を重ね
る欠点があった。
In order to remove air bubbles and voids using a cross-conducting operation, the surface material must be spread over small areas at a time, so manual work is required, making it difficult to keep the difference in height within 5 meters.・As the compaction plates for compacting the surface layer have become smaller and compaction has been concentrated locally, there has been a drawback that the compaction has been uneven and the conditions have been compounded.

この発明は、高低差が5m以内の平坦度であれ−ば、気
泡、空隙を排除可能に(コンクリートやモ゛ルタルの表
装材)表層を平坦に締固し、沈殿池底゛の仕上を迅速に
する装置を提供することを目的と。
This invention can compact the surface layer flatly by eliminating air bubbles and voids (surface material of concrete or mortar) as long as the difference in height is within 5 m, and can quickly finish the bottom of the sedimentation basin. The purpose is to provide equipment for

する。do.

この発明の意図するところは、多少気泡、空隙が介在し
たま工高低差5鵡以下に掻均した表層を、気泡、空隙を
圧潰すると共に全面的に平坦に締固。
The purpose of this invention is to compact the surface layer, which has been leveled to a level difference of 5 cm or less with some air bubbles and voids, to flatten the entire surface while crushing the air bubbles and voids.

めて、平滑な仕」二げを容易にしようとするのであ゛る
This is because they are trying to make the finishing process smoother and easier.

この発明の構成を実施例の図と共に説明する。1第5図
は本実施例の平面を示し、第6図はその正゛面を示し、
第7図は第6図の矢視B−Bを示し、゛第8図は第5図
の矢視C−C,第9図は第5図の“矢視D−D、第10
図は第5図の矢視E−F、第11・図は第5図の矢視F
−Fを示す、従来と共通する1部材は第1〜4図と同じ
符号を用い、その説明を・省略する。第5.6図におい
て、レール6上に支・持台車12を走行自在に載置し、
この支持台車12の。
The structure of this invention will be explained with reference to figures of embodiments. 1. Fig. 5 shows the plane of this embodiment, Fig. 6 shows its front side,
7 shows arrow view B-B in FIG. 6, ゛FIG. 8 shows arrow view C-C in FIG.
The figure shows arrow E-F in Fig. 5, and the figure 11 shows arrow F in Fig. 5.
-F, which is common to the conventional one, is designated by the same reference numeral as in FIGS. 1 to 4, and its explanation will be omitted. In FIG. 5.6, the supporting/carrying cart 12 is placed on the rail 6 so as to be freely movable,
of this support cart 12.

中程に締固装置15を懸架し、支持台車12の前部に・
敷均装置14を装着する。
The compaction device 15 is suspended in the middle, and the front part of the support cart 12 is
Attach the leveling device 14.

前記支持台車12は、平行配列した中間枠14と側枠1
5との前後部に桁管16を貫通固着する。側枠15゛の
前後部には、軸受箱17を介して回転自在に車輪。
The support cart 12 has an intermediate frame 14 and a side frame 1 arranged in parallel.
A spar pipe 16 is fixedly inserted through the front and rear portions of the spar 5. At the front and rear of the side frame 15, there are wheels rotatably mounted via a bearing box 17.

18を設け、一方の車輪18には伝動装置19を介して
゛駆動モータ20を連結し、この駆動モータ20を側枠
15に固着する。側枠15の中程には、これを上下に貫
通する下げ棹21に母螺22を螺嵌して係止する。゛下
げ棹21の下端には、表層5の巾と同じ長さの締。
A drive motor 20 is connected to one wheel 18 via a transmission 19, and this drive motor 20 is fixed to the side frame 15. In the middle of the side frame 15, a main screw 22 is screwed and locked into a drop rod 21 that passes through the side frame 15 vertically.゛At the lower end of the hanging rod 21, there is a fastener with the same length as the width of the surface layer 5.

板23を固着し、この締板26は、下面にレール6と゛
対面する盗み23Aを形成し、上面に上下振動器241
′を備えて締固装置13を構成する(締板の前後部Wは
上下振動器24の容量と、締固めの所要面圧とに。
A plate 23 is fixed, and this clamping plate 26 has a groove 23A facing the rail 6 on its lower surface, and a vertical vibrator 241 on its upper surface.
' constitutes the compaction device 13 (the front and rear W of the compaction plate corresponds to the capacity of the vertical vibrator 24 and the required surface pressure for compaction.

より選択される。)敷均装置25は、支持台車12の前
方に突き出す腕26を桁管16に嵌着し、この腕26に
゛表装材圧入管(図示省略す)が連通ずるホッパー12
7を支持して設け、このホッパー27の後壁が掻板・2
7Aを兼用し、表層5のほぼ金山にわたって開口・する
ホッパー排出口には、気密のカットゲート2B・を備え
、前記腕26とカットゲート2Bとを開閉シリ・ンダー
29を介して連結するのである。
selected from. ) The leveling device 25 has an arm 26 protruding forward of the support cart 12 fitted into the girder tube 16, and a hopper 12 with which a covering material press-fitting tube (not shown) communicates with the arm 26.
7 is supported, and the rear wall of this hopper 27 is a scraper plate 2.
The hopper discharge port, which also serves as 7A and opens over almost the gold mine of the surface layer 5, is equipped with an airtight cut gate 2B, and the arm 26 and the cut gate 2B are connected via an opening/closing cylinder 29. .

3 ・ 前記構成の各部作用を次に説明する。     。3・ The operation of each part of the above structure will be explained next.    .

敷均装置25は、圧送された表装材がホッパ〜27か。The leveling device 25 sends the pressure-fed facing material to a hopper 27.

ら圧出されるとき、表層5の全中にわたって一様。When extruded from the surface layer 5, it is uniform throughout the entire surface layer 5.

に排出するようにカットゲート28により調整し、゛掻
板27Aにより表層5の上面を掻き均して、表装材を高
低差が5叫以下の平面に敷均す。締固装置16は、前記
敷均装置14やその他の手段により高低差が5調以下に
敷均した表層5の上面と、はぼ全゛巾にわたって締板2
5を接し、この締板23を上下振。
The upper surface of the surface layer 5 is leveled using the scraping plate 27A, and the facing material is spread on a flat surface with a difference in height of 5 mm or less. The compaction device 16 is used to compact the top surface of the surface layer 5, which has been leveled by the leveling device 14 or other means to a height difference of 5 levels or less, and the compaction plate 2 over almost the entire width.
5, and shake this clamping plate 23 up and down.

動器24により振動すると、締板23が表層5の上面l
“を叩き、表層面の高い部分を押下すると共に、衝。
When vibrated by the moving device 24, the clamping plate 23
Hit the “, press down on the high part of the surface, and press down.

撃により表層5内に介在する気泡、空隙を圧滅除゛去し
、合わせて含水分の絞り出しに伴ない、微細゛充填材(
セメント、微砂等)を表面部に滓出させ゛て、平坦な締
固めと平滑仕上げの下地とを調整すする。
The air bubbles and voids present in the surface layer 5 are crushed and removed by the impact, and as water content is squeezed out, the fine filler (
(cement, fine sand, etc.) is allowed to ooze out onto the surface to adjust the level of compaction and the base for a smooth finish.

(尚、前記介在する気泡、空隙をより迅速に除去・した
いときは、締固装置13の前に突入装置30を設・けて
、気泡、空隙の除去と骨材の深部突込みをす゛ることも
自由である。)  ′ 4 ・ 以上説明したようにこの発明は、表装材を高低″差5間
以内に掻均した表層を、その金山にわたり゛上面に接す
る締板と振動器とを備えた締固装置に。
(Incidentally, if you want to remove the intervening air bubbles and voids more quickly, you can also install a plunging device 30 in front of the compaction device 13 to remove the air bubbles and voids and plunge the aggregate deep into the aggregate. 4. As explained above, the present invention uses a clamping plate equipped with a clamping plate and a vibrator that contacts the upper surface of the surface layer, which is leveled with a height difference of less than 5 inches, over the gold plate. For solid equipment.

より、表層面を叩くと、気泡、空隙を除去して含。When you tap the surface layer, it removes air bubbles and voids.

水を絞り出して、表層を平坦に締固し、平滑仕上げの下
地を造整する。
Squeeze out the water, compact the surface layer flat, and prepare the base for a smooth finish.

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

第1.2図は沈殿物掻寄機を内装する沈殿池の図、第3
図は従来の沈殿池底の床面敷均具の図、゛第4図は第3
図の矢視A−A図、第5図は本願実l′施例の平面図、
第6図は本願実施例の正面図、第゛7図は第6図の矢視
B−B図、第8図は第5図の。 矢視C−C図、第9図は第5図の矢視D−D図、゛第1
0図は第5図の矢視E−E図、第11図は第5図。
Figure 1.2 is a diagram of the sedimentation basin that houses the sediment scraper, and Figure 3.
The figure is a diagram of the conventional floor leveling device at the bottom of the sedimentation tank.
The arrow view A-A in the figure, FIG. 5 is a plan view of the embodiment 1' of the present application,
6 is a front view of the embodiment of the present invention, FIG. 7 is a view taken along arrow B--B in FIG. 6, and FIG. 8 is a view of FIG. The arrow view C-C, Figure 9 is the arrow view D-D in Figure 5,
Figure 0 is a view taken along arrow E-E in Figure 5, and Figure 11 is Figure 5.

Claims (1)

【特許請求の範囲】[Claims] 沈殿池底のレールに沿ってフライトを掻走回動する掻寄
機を内装する沈殿池底の仕上装置において、沈殿池底に
表装材を掻均した表層上に接するように締板を、前記レ
ール上を走行自在の支持台車に吊り下げて設け、締板に
振動器を固着したことを特徴とする池底の締固装置。
In a sedimentation tank bottom finishing device equipped with a scraping machine that scrapes and rotates flights along the rails of the sedimentation tank bottom, a clamping plate is placed in contact with the surface layer of the surface material scraped on the sedimentation tank bottom, as described above. A pond bottom compaction device characterized by being suspended from a support cart that can run freely on rails, and having a vibrator fixed to the compaction plate.
JP16765084A 1984-08-10 1984-08-10 Apparatus for consolidating bottom of precipitation basin Pending JPS6145007A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16765084A JPS6145007A (en) 1984-08-10 1984-08-10 Apparatus for consolidating bottom of precipitation basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16765084A JPS6145007A (en) 1984-08-10 1984-08-10 Apparatus for consolidating bottom of precipitation basin

Publications (1)

Publication Number Publication Date
JPS6145007A true JPS6145007A (en) 1986-03-04

Family

ID=15853692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16765084A Pending JPS6145007A (en) 1984-08-10 1984-08-10 Apparatus for consolidating bottom of precipitation basin

Country Status (1)

Country Link
JP (1) JPS6145007A (en)

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