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JP3512930B2 - Formwork for roadbed material production - Google Patents
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JP3512930B2 - Formwork for roadbed material production - Google Patents

Formwork for roadbed material production

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Publication number
JP3512930B2
JP3512930B2 JP32836895A JP32836895A JP3512930B2 JP 3512930 B2 JP3512930 B2 JP 3512930B2 JP 32836895 A JP32836895 A JP 32836895A JP 32836895 A JP32836895 A JP 32836895A JP 3512930 B2 JP3512930 B2 JP 3512930B2
Authority
JP
Japan
Prior art keywords
semi
mold
formwork
consolidated
concrete
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
JP32836895A
Other languages
Japanese (ja)
Other versions
JPH09141621A (en
Inventor
照雄 森
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP32836895A priority Critical patent/JP3512930B2/en
Publication of JPH09141621A publication Critical patent/JPH09141621A/en
Application granted granted Critical
Publication of JP3512930B2 publication Critical patent/JP3512930B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は道路舗装のための路
盤材を製造する方法およびその製造方法にて使用する型
枠に関するものである。 【0002】 【従来の技術】例えば、アスファルト系の道路舗装材に
おいてその粗骨材の空隙を埋めると共にアスファルトと
一体となつてその性質を改善するため従来から石灰岩ま
たは火成岩などを粉末にした石粉を混用している。しか
しこのような石粉を路盤材として使用することは、石灰
岩のような天然に産出する岩石を微粉砕して用いるもの
であったので、製造コストが掛り高価であると共に、資
材として安定的に得られないという問題がある。 【0003】一方、生コン工場では従来からコンクリー
トミキサー車から余剰となって洗浄水とともに戻された
戻りコンクリートをトロンメルまたは傾斜簀子等の粗骨
材回収装置に導いて図5に示したように粗骨材を分離回
収し、続いてクラッシフアイア等の細骨材回収装置に導
いて砂などの細骨材を分離回収し、次いでこれを攪拌槽
に導き上澄水を回収すると共に、該攪拌槽にて沈降した
スラッジ水を高圧ポンプによりフィルタープレスに圧送
して脱水し、濾滓(以下、脱水ケーキという)として処
理している。なおフィルタープレスの濾過水および上澄
水等は洗浄水または生コン混練用として再利用してい
る。 【0004】ところが上記脱水ケーキは、セメント水和
物の微小粒子であるので、そのまま海中或いは地中に投
棄すると分散し公害のおそれがあるが、従来では適当な
処理方法が確率されておらず、このために産業廃棄物と
して高価な処理費用を要するものであった。 【0005】 【発明が解決しようとする課題】そこで本発明は、上記
戻りコンクリートおよび脱水ケーキを資材として路盤材
を簡単に製造し得る低コストで公害のおそれのない一挙
両得なる路盤材の製造方法およびその製造用型枠を提供
しようとするものである。 【0006】 【課題を解決するための手段】そのために本発明は、脱
水ケーキと戻りコンクリートとを適宜比率で混合撹拌し
て型枠に打設し、該型枠内にてこれが半固結状態になっ
たところでその半固結状物を該型枠から取り出し、さら
にその半固結状物を大気中に自然放置し硬化させた後に
クラッシャーにより破砕する路盤材の製造方法におい
て、半固結状物を成形するための前記型枠であって、格
子状に仕切られた枠体と底板とからなり、該底板は下方
に展開可能に設けられ、該枠体の上方には該枠体中の半
固結状物を下方に押し出すプッシャーを具備してなるこ
とを特徴とする。 【0007】 【発明の実施の形態】次に本発明の実施の形態を図1〜
図3に従い説明する。図1にこの路盤材の製造方法の行
程の概略を示す。図中1は図5に示したスラッジ水を脱
水するフイルタープレス、2はこのフイルタープレス1
よりケーキ置場に排出された脱水ケーキである。この脱
水ケーキ2はケーキ置場にて乾燥された後、ホッパー
4,ベルトコンベヤ5を経てケーキ貯蔵槽6に搬送さ
れ、該ケーキ貯蔵槽6内に設けられた回転羽根7により
攪拌される。8は該ケーキ貯蔵槽6より脱水ケーキ2を
搬出するスクリューコンベヤである。 【0008】一方、10はドラム内に余剰な生コンクリ
ートを残し建築現場から帰って来たコンクリートミキサ
ー車で、該ミキサー車10は洗車場にてその戻りコンク
リート17をホッパ11に排出し、該コンクリート17
はスクリューコンベヤ12を通し回収槽13に一時貯留
される。そして該コンクリート17は回収槽13からチ
ューブポンプ14を作動させることにより攪拌槽15に
定量送給され攪拌された後、ミキサー16に移され、該
ミキサー16には前記スクリューコンベヤ8より脱水ケ
ーキ2が定量供給され、該ミキサー16にて脱水ケーキ
2と戻りコンクリート17とが混合攪拌される。その
際、脱水ケーキ2とコンクリート17との混合比率を調
節することにより水分調整をすると共に、結合材として
必要がある場合には該ミキサー16にセメントを追加す
る。 【0009】そしてミキサー16より排出した脱水ケー
キ2と戻りコンクリート17との混合物をスクリューコ
ンベヤ20により搬送しホース22を通して型枠21に
打設する。型枠21は図2,図3に示したように仕切板
23により複数の室24を格子状に仕切した枠体25
と、底板26とからなり、底板26は一辺がヒンジ27
により蝶着され、シリンダ28の伸縮作動により図4に
示したように下方に展開し得るように設けられている。
なお29は該底板26の周縁部に形成された排水樋であ
る。また、30は該枠体25の上方に設けられたプッシ
ャーで、該プッシャー30はシリンダ31の作動軸端に
各室24に相対する複数の押圧ロツド32が設けられて
いる。 【0010】このため、型枠21の各室24に打設され
た脱水ケーキ2と戻りコンクリート17との混合物は、
該型枠21内で一晩(拾数時間)放置されることにより
半固結状態となり、その半固結状態のところで図4に示
したように底板26を展開し、シリンダ31により押圧
ロツド32を各室24内に圧下させることによりブロッ
ク状に成形された半固結状物33を該型枠21から押し
出し、その半固結状物33を大気中に自然放置すること
により硬化させ定形のブロックを形成する。なお、半固
結状になったところでこのように脱型をするものである
ので、型枠21内面に半固結状物33が固着することが
なく離型剤等を用いないでも容易に脱型ができる。また
この場合、半固結状物33は型枠21内にて半固結状態
としてから取り出されるので、脱型後のブロックどうし
が結合し大きな塊になるようなおそれがない。 【0011】そして該ブロック40はさらにクラッシャ
ー41に掛けて適宜大きさに破砕され、振動篩42に通
すことで大きさが選別され、適当な粒径のものにして路
盤材として使用する。なお、型枠21は下方に向ってテ
ーパ状に拡径する形態のものとすることにより脱型をさ
らに容易にすることができる。 【0012】 【発明の効果】このように本発明に係る路盤材は産業廃
棄物である脱水ケーキと戻りコンクリートとから製造さ
れるので製造コストが著しく軽減できるうえに公害防止
に寄与でき、しかも脱水ケーキと戻りコンクリートとの
混合物を半固結状態になったところで型枠から取り出す
ようにしたので、型枠内面への付着力が少なく容易に取
り出すことができ、生産性を向上させる。また、型枠の
底板を下方に展開可能に設けると共にプッシャーを具備
したことで型抜の省力化が達成できるなどの利点があ
る。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a roadbed material for road pavement and a formwork used in the method. 2. Description of the Related Art For example, in asphalt-based road pavement material, stone powder made of limestone or igneous rock has been conventionally used in order to fill voids in coarse aggregate and to improve the properties of the asphalt together with the asphalt. Mixed. However, the use of such stone powder as a roadbed material involves finely pulverizing naturally occurring rocks such as limestone, which is expensive and expensive to manufacture, and can be obtained stably as a material. There is a problem that can not be. On the other hand, in a ready-mixed concrete plant, the returned concrete, which has been returned from the concrete mixer truck as surplus together with the washing water, is conventionally led to a coarse aggregate collecting device such as a trommel or an inclined cage, and as shown in FIG. The fine aggregate is separated and recovered, and then guided to a fine aggregate recovering device such as a classifier to separate and recover fine aggregate such as sand. The settled sludge water is pumped to a filter press by a high-pressure pump to be dehydrated and treated as filter cake (hereinafter, referred to as a dewatered cake). In addition, the filtered water and supernatant water of the filter press are reused for washing water or for mixing ready-mixed concrete. [0004] However, since the dewatered cake is fine particles of cement hydrate, if it is dumped in the sea or underground as it is, there is a risk of dispersion and pollution. However, an appropriate treatment method has not been established in the past. For this reason, expensive disposal costs were required as industrial waste. SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a method of manufacturing a roadbed material which can be easily manufactured by using the above-mentioned returned concrete and dewatered cake as materials, and which can be manufactured at a low cost and without any risk of pollution. It is intended to provide a mold for the production. [0006] For this purpose, the present invention provides a method for
Mix and stir the water cake and return concrete in the appropriate ratio.
Into the formwork, and it becomes semi-consolidated in the formwork.
Where the semi-solidified material is removed from the formwork and further
After the semi-consolidated material is left in air and cured
In the manufacturing method of roadbed material crushed by crusher
The mold for molding a semi-consolidated material,
It is composed of a frame and a bottom plate partitioned into a child shape, and the bottom plate is
And a half of the frame above the frame.
A pusher that pushes the consolidated substance downward
And features. Next, an embodiment of the present invention will be described with reference to FIGS.
This will be described with reference to FIG. FIG. 1 shows an outline of a process of the method of manufacturing the roadbed material. In the figure, reference numeral 1 denotes a filter press for dewatering the sludge water shown in FIG.
The dewatered cake discharged into the cake storage area. After the dehydrated cake 2 is dried in the cake storage, it is conveyed to the cake storage tank 6 via the hopper 4 and the belt conveyor 5 and is stirred by the rotating blades 7 provided in the cake storage tank 6. Reference numeral 8 denotes a screw conveyor for carrying out the dewatered cake 2 from the cake storage tank 6. On the other hand, reference numeral 10 denotes a concrete mixer truck which has returned from the construction site while leaving excess fresh concrete in the drum. The mixer truck 10 discharges the returned concrete 17 to the hopper 11 at the car wash, and 17
Is temporarily stored in a collection tank 13 through a screw conveyor 12. The concrete 17 is quantitatively fed from a collection tank 13 to a stirring tank 15 by operating a tube pump 14 and stirred, and then transferred to a mixer 16 where the dewatered cake 2 is fed from the screw conveyor 8. The dehydrated cake 2 and the return concrete 17 are mixed and stirred by the mixer 16. At this time, the water content is adjusted by adjusting the mixing ratio of the dewatered cake 2 and the concrete 17, and cement is added to the mixer 16 when necessary as a binder. Then, a mixture of the dewatered cake 2 and the returned concrete 17 discharged from the mixer 16 is conveyed by a screw conveyor 20 and cast into a mold 21 through a hose 22. As shown in FIGS. 2 and 3, the formwork 21 is a frame body 25 in which a plurality of chambers 24 are partitioned in a grid by a partition plate 23.
And a bottom plate 26, and one side of the bottom plate 26 is a hinge 27.
, And can be expanded downward as shown in FIG. 4 by the expansion and contraction operation of the cylinder 28.
Reference numeral 29 denotes a drain gutter formed on the periphery of the bottom plate 26. Reference numeral 30 denotes a pusher provided above the frame 25. The pusher 30 is provided with a plurality of pressing rods 32 facing the respective chambers 24 at the end of an operating shaft of a cylinder 31. For this reason, the mixture of the dewatered cake 2 and the return concrete 17 placed in each chamber 24 of the formwork 21 is:
When left in the mold 21 overnight (several hours), the semi-consolidated state is obtained. In this semi-consolidated state, the bottom plate 26 is developed as shown in FIG. Is pressed down into each of the chambers 24 to extrude a block-shaped semi-consolidated material 33 from the mold frame 21, and the semi-consolidated material 33 is cured by being naturally left in the atmosphere to form a fixed form. Form a block. Since the semi-solidified material is released in this manner when it becomes semi-solidified, the semi-solidified material 33 does not adhere to the inner surface of the mold 21 and can be easily removed without using a release agent or the like. You can type. Further, in this case, since the semi-consolidated material 33 is taken out from the semi-consolidated state in the mold 21, there is no possibility that the blocks after demolding are combined to form a large mass. The block 40 is further crushed by a crusher 41 to an appropriate size, and is passed through a vibrating sieve 42 to be selected in size. The mold 21 can be further easily removed by forming the mold 21 in such a manner that the diameter thereof is tapered downward. As described above, since the roadbed material according to the present invention is manufactured from dewatered cake and return concrete, which are industrial wastes, the manufacturing cost can be remarkably reduced, and it can contribute to the prevention of pollution. When the mixture of the cake and the returned concrete is in a semi-solid state, it is taken out of the formwork, so that it can be easily taken out with little adhesion to the inner surface of the formwork, thereby improving productivity. In addition, the bottom plate of the mold is provided so as to be deployable downward, and the pusher is provided, so that there is an advantage that labor saving in die cutting can be achieved.

【図面の簡単な説明】 【図1】本発明の路盤材の製造方法の行程の概略図。 【図2】型枠の斜視図。 【図3】型枠の縦断面図。 【図4】図3の作動状態図。 【図5】従来の戻りコンクリートの処理行程図。 【符号の説明】 1 フイルタープレス 2 脱水ケーキ 6 ケーキ貯蔵槽 10 ミキサー車 13 回収槽 15 攪拌槽 16 ミキサー 17 戻りコンクリート 21 型枠 23 仕切板 24 室 25 枠体 26 底板 27 ヒンジ 28 シリンダ 30 プッシャー 33 半固結状物 40 ブロック 41 クラッシャー 42 振動篩[Brief description of the drawings] FIG. 1 is a schematic view of a process of a method of manufacturing a roadbed material according to the present invention. FIG. 2 is a perspective view of a mold. FIG. 3 is a longitudinal sectional view of a mold. FIG. 4 is an operation state diagram of FIG. 3; FIG. 5 is a process chart of a conventional return concrete. [Explanation of symbols] 1 Filter press 2 Dehydrated cake 6 Cake storage tank 10 Mixer truck 13 Recovery tank 15 Stirring tank 16 mixer 17 Return concrete 21 Formwork 23 Partition plate 24 rooms 25 frame 26 bottom plate 27 Hinge 28 cylinders 30 pushers 33 semi-consolidated material 40 blocks 41 crusher 42 vibrating sieve

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) B28B 1/00 B28B 7/00 B28C 5/00 - 9/04 B09B 3/00 ──────────────────────────────────────────────────続 き Continuation of front page (58) Fields investigated (Int. Cl. 7 , DB name) B28B 1/00 B28B 7/00 B28C 5/00-9/04 B09B 3/00

Claims (1)

(57)【特許請求の範囲】 【請求項1】 脱水ケーキと戻りコンクリートとを適宜
比率で混合撹拌して型枠に打設し、該型枠内にてこれが
半固結状態になったところでその半固結状物を該型枠か
ら取り出し、さらにその半固結状物を大気中に自然放置
し硬化させた後にクラッシャーにより破砕する路盤材の
製造方法において、半固結状物を成形するための前記型
枠であって、格子状に仕切られた枠体と底板とからな
り、該底板は下方に展開可能に設けられ、該枠体の上方
には該枠体中の半固結状物を下方に押し出すプッシャー
を具備してなることを特徴とした路盤材製造用型枠。
(57) [Claims 1] The dewatered cake and the returned concrete are mixed and stirred at an appropriate ratio and poured into a mold, and when this is in a semi-consolidated state in the mold, The semi-consolidated material is removed from the formwork, and the semi-consolidated material is allowed to stand naturally in the air to be cured, and then crushed by a crusher .
In the production method, the mold for molding a semi-solidified material
A frame, consisting of a frame and a bottom plate partitioned in a grid.
The bottom plate is provided so as to be deployable below, and
A pusher for pushing the semi-solidified material in the frame downward.
A mold for manufacturing a roadbed material, comprising:
JP32836895A 1995-11-21 1995-11-21 Formwork for roadbed material production Expired - Lifetime JP3512930B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32836895A JP3512930B2 (en) 1995-11-21 1995-11-21 Formwork for roadbed material production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32836895A JP3512930B2 (en) 1995-11-21 1995-11-21 Formwork for roadbed material production

Publications (2)

Publication Number Publication Date
JPH09141621A JPH09141621A (en) 1997-06-03
JP3512930B2 true JP3512930B2 (en) 2004-03-31

Family

ID=18209477

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32836895A Expired - Lifetime JP3512930B2 (en) 1995-11-21 1995-11-21 Formwork for roadbed material production

Country Status (1)

Country Link
JP (1) JP3512930B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108237622A (en) * 2016-12-27 2018-07-03 越艳 One kind is about regeneration concrete fixed apparatus

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104265361A (en) * 2014-09-17 2015-01-07 扬州市江隆矿业设备有限公司 Automatic feeding and dust removing integrating equipment of concrete pump for mine
CN117323888A (en) * 2023-10-26 2024-01-02 毛友琳 Sewage purifying agent processing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108237622A (en) * 2016-12-27 2018-07-03 越艳 One kind is about regeneration concrete fixed apparatus

Also Published As

Publication number Publication date
JPH09141621A (en) 1997-06-03

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