JPS58199904A - Apparatus for regenerating drilled soil - Google Patents
Apparatus for regenerating drilled soilInfo
- Publication number
- JPS58199904A JPS58199904A JP8129382A JP8129382A JPS58199904A JP S58199904 A JPS58199904 A JP S58199904A JP 8129382 A JP8129382 A JP 8129382A JP 8129382 A JP8129382 A JP 8129382A JP S58199904 A JPS58199904 A JP S58199904A
- Authority
- JP
- Japan
- Prior art keywords
- ascon
- excavation
- crushing
- introduction part
- mixing device
- 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
Links
Landscapes
- Road Paving Machines (AREA)
- Road Repair (AREA)
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、ガス導管工事、L下水道][1)、電気1:
小等の各にルに伴って発生する道路廃材の再生処理装置
にbするものである。道路廃村は、アスファルト、コン
クリート舗装の打ちかえ等で発生する廃材で、主として
舗装廃材から成るが、ある程用の路盤材を含む場合もあ
る廃材(以下アスク21体廃材という)と、ガス管等の
道路占有物の埋設にからむ工事等から発生する廃材で、
大部分が路床1ユであるか1111記舗装廃材、路盤材
を含む廃材(以下掘削上fE体廃材という)に大別され
る。[Detailed Description of the Invention] The present invention relates to gas pipeline construction, L sewerage] [1), electricity 1:
This is intended to be used as a recycling processing device for road waste materials generated as a result of the construction of elementary schools, etc. Abandoned roads are waste materials generated from the replacement of asphalt and concrete pavements, etc., and mainly consist of pavement waste materials, but may also include roadbed materials to some extent (hereinafter referred to as Ask 21 waste materials), and gas pipe waste materials. Waste materials generated from construction work involved in burying road-occupying objects such as
Most of the waste is roughly divided into 1 unit of roadbed, 1111 pavement waste, and waste including roadbed material (hereinafter referred to as excavation waste).
’4AJは、かかるアスコン主体廃材と掘削上り体廃材
を一個の装置で再生処理するようにしたものであって以
下図について詳述すると次の通りである。'4AJ is designed to recycle the ascon main body waste material and the excavated body waste material in one device, and the detailed description of the figure is as follows.
第11・4に於いて、Aは掘削土系統、Bはアスコン系
統及びCは掘削上アスコン共通系統を示す。本発明は基
本的にこの王ツの系統から成るものである。先ず、掘削
り系統Aは、掘削上主体導入部1から第一のグリズリ2
下を通して破砕混合装置3に至る系統と、前記第一のグ
リズリ2上から前記アスコン主体導入部4への系統とか
ら成るものであり、アスコン系統Bは、アスコン主体導
入部4と第二のグリズリ2′1−を介してFxIJ記破
砕混合装置3に接続した系統から成り、史に掘削上アス
コン共通系統Cは、前記破砕混合装置3、混合装置5及
び分級装置6をシリーズに接続し、該分級装置6を破砕
装置7を介して前記破砕混合装置3に接続した構成から
成るものである。掘削Lアスコン共通系統Cは、掘削F
1ミ体廃材七アスコン主体廃材のように性状、処理形式
の大きく異なる原料を処理するため、その系統中に使用
される機器は次のようなものが望ましい。In No. 11.4, A indicates the excavated soil system, B indicates the ascon system, and C indicates the excavated ascon common system. The present invention basically consists of this lineage. First, the excavation system A starts from the excavation main body introduction part 1 to the first grizzly 2.
It consists of a system that passes through the bottom to the crushing and mixing device 3, and a system that runs from above the first grizzly 2 to the ascon main body introduction section 4. 2'1-, the common system C for excavation ascon consists of a system connected to the crushing mixer 3 described in FxIJ via It consists of a configuration in which a classification device 6 is connected to the crushing and mixing device 3 via a crushing device 7. Excavation L Ascon common system C is Excavation F
In order to process raw materials with widely different properties and processing methods, such as 1-piece waste material and 7-ascon material waste materials, it is desirable that the equipment used in the system be as follows.
先ず、破砕混合装置3は、掘削上の混合とアスコン破砕
の両機能が要求される。掘削上について6J1安定材と
回収助材の一次混合が主目的であり、に質か尚J水、尚
粘性でも上の付着成長等のトラブルの発生がなく、一方
でアスコンの破砕も可能なダブルロールクラッシャーが
債ましい。更に混合装置5は、掘削上を処理する場合の
、」二塊の解砕(ときほぐし)及び二次混合が主目的で
、破砕混合装置3を通過してもこわれない主として粘性
1−のE塊を解砕し、かつ安定材を十分に分散させる機
能が要求される。この処理が粘イIL上について、トラ
ブルなく実行でき、かつアスコンの破砕にも使用でさる
ように衝撃式の解砕混合機が望ましい。First, the crushing mixer 3 is required to have both functions of mixing on excavation and crushing ascon. Regarding excavation, the primary purpose is to mix the 6J1 stabilizing material and the recovery aid, and there is no problem such as adhesion and growth even with high quality or viscous water, and at the same time, it is possible to crush ascon. The roll crusher is terrible. Further, the mixing device 5 is mainly used for crushing (tokigoshi) and secondary mixing of two lumps when processing excavated areas, and mainly uses E lumps of viscosity 1- that do not break even after passing through the crushing and mixing device 3. The ability to crush the materials and sufficiently disperse the stabilizer is required. An impact-type crushing mixer is desirable because this process can be carried out without trouble on sticky ILs and can also be used for crushing ascon.
七六田、破砕装置’l 7は、掘削上を処理する場合の
篩−L物を破砕する機能が要求され、石分が多く、例え
ば磨砕板付きの磨砕機等、それに見合った破砕装置を選
択すればよい。更に前記共通系統Cに接続する分級系統
6は、例えば撮動篩から構成されており、製品の改良上
と再生骨材の粒度(粒径分布)に応じて種々の組み合せ
があるが、例えば所要の粒度を改良上・・・O〜13喘
、再生骨材イ・・・0〜5咽、t’ −5〜13mn、
バー 13〜20 wmとした場合の組み合せの一例
を第2図に示す。なお再生骨材をつくる場合、粒度によ
っては混合装置5を通さない方がよいことがあるが、こ
の場合にはバイパス8を通過させて破砕混合装置3がら
直接分級系統6に導入するようにすればよい。Shichirokuda, crushing equipment'l 7 is required to have the function of crushing sieve-L materials when processing excavated areas, and has a large stone content, so suitable crushing equipment such as a crusher with a grinding plate is required. All you have to do is select. Furthermore, the classification system 6 connected to the common system C is composed of, for example, a photographic sieve, and there are various combinations depending on the improvement of the product and the particle size (particle size distribution) of the recycled aggregate. Improved particle size of...0 to 13 mn, recycled aggregate I...0 to 5 mn, t'-5 to 13 mn,
An example of the combination when the bar is 13 to 20 wm is shown in FIG. Note that when producing recycled aggregate, it may be better not to pass it through the mixing device 5 depending on the particle size, but in this case, it may be better to pass it through the bypass 8 and introduce it directly from the crushing mixer 3 into the classification system 6. Bye.
以−Lの構成に於いて、掘削上主体廃材を処理する場合
には、掘削上系統Aと掘削土アスコン共通系統Cを使用
して改良上を得ると共にアスコン主体廃材を処理する場
合には、アスコン系統Bと掘削Lアスコン共通系統Cを
使用して再生骨材及び再生路盤材を得る。先ず、掘削土
の処理について説IDIすると、原料の掘削L −fE
71;廃材は大部分が路床Iユであり、舗装廃材及び
路盤材をきんでいる。In the above-L configuration, when processing the excavation-based waste material, use the excavation system A and the excavated soil ascon common system C to obtain an improved surface, and when processing the ascon-based waste material, Recycled aggregate and recycled roadbed material are obtained using Ascon System B and Excavation L Ascon Common System C. First, regarding the treatment of excavated soil, the excavated raw material L -fE
71; Most of the waste material is roadbed material, and pavement waste material and roadbed material are being destroyed.
この掘削f−m体廃材を掘削■−導入部1がら第一のグ
リズリ2に導入すると、アスコン大塊9は、アスコン導
入部4への系統に選別されると同時に第一のグリズリ2
のF部にある原料ホッパ10に掘削I―及び路盤材かた
まることになる。これを定置フィーダ11にて定置的に
切り出し、途中で安定杓供給部12から安定材を一定は
添加し、後述する回収助材と共に破砕混合装置3に供給
する。破砕混合装[「13に於いて、安定材、回収助材
と一次いて分級される。分級系統6は前記した通り、振
動篩により構成されており、篩上物が製品の改良1−と
なる。篩F物は1三として、路盤材等の石分がら成り、
これを破砕装置7で細がく破砕し、回収助材として破砕
混合装置3に送る。L!:!I回収助材石分を細破砕し
たもので、含水比が低く組粒状であるため、破砕混合装
置3へ供給される原料の含水比の低下を図かることがで
き、製品改良土の支持力を増加させることに加えて、破
砕混合装置3に於ける原料の耐着を減少させ、当該装置
3以降に於けるハンドリングを容易にする効果を有する
ものである。また回収助材を使用しない場合に比較して
少Filの安定材で同等の支持力を得ることができるた
め、改良原価の低減を図かれる優れた効果がある。When this excavation f-m waste material is introduced into the first grizzly 2 through the excavation ■-introduction part 1, the ascon large lump 9 is sorted into the system to the ascon introduction part 4, and at the same time, the first grizzly 2
The excavated material and roadbed material will be collected in the raw material hopper 10 located in the F section of the site. This is cut out in a stationary manner by a stationary feeder 11, a certain amount of stabilizer is added from a stabilizing ladle supply section 12 along the way, and is supplied to the crushing and mixing device 3 together with a recovery aid described later. In the crushing and mixing system [13, stabilizers and recovery aids are first classified. As mentioned above, the classification system 6 is composed of a vibrating sieve, and the sieved material becomes product improvement 1-. .Sieve F consists of stones such as roadbed material as 13,
This is crushed into small pieces by a crushing device 7 and sent to a crushing and mixing device 3 as a recovery aid. L! :! Since it is made by finely crushing recovered auxiliary stone and has a low moisture content and is in the form of aggregated granules, it is possible to reduce the moisture content of the raw material supplied to the crushing and mixing device 3, which increases the bearing capacity of the product improved soil. In addition to increasing this, it also has the effect of reducing the adhesion of the raw material in the crushing and mixing device 3 and facilitating handling in the device 3 and beyond. Furthermore, since the same supporting force can be obtained with a smaller amount of stabilizer than when no recovery aid is used, there is an excellent effect of reducing the cost of improvement.
次にアスコン1:、体廃材の処理について説明すると、
原料のアスコンL体廃材は、主としてアスファルトコン
クリート鋪装材から成り、ある程度の路盤材を含んでい
る。かかるアスコン主体廃材(このアスコン主体廃材中
には掘削上の処理に際して選別されたアスコン大塊9も
含まれることはもちろんである。)を、アスフン導入部
4がら第二のグリズリ2′に供給すると、図示の如くグ
リノII 7下として再生路盤材が得らiる。グリズリ
2′I−は、アスファルトコンクリート鋪装材のみがら
成り、これは破砕混合装@3に送られ一次破砕さJl、
次いで混合装置5に送られて二次破砕をうけ粒度範囲、
例えば図中イ、口及びハの範囲に再生骨材に分級される
。分級系統6に於いて、篩ト物(−1級枠装’+ti、
7で細破砕され、破砕混合装置3に導入さ4」る1、
以トの際、所9)の粒度に応じて混合装置5を通過させ
る場合と、混合装置5を通過させずにバイパス8を通過
させる場合とがある。何れの場合でも、分級装置6に送
り、イ、口及びハに分級され、所望の粒度の製品を得る
ことができる1、。Next, Ascon 1: Explaining the treatment of body waste materials.
The Ascon L-body waste material used as a raw material is mainly composed of asphalt concrete pavement material and contains a certain amount of roadbed material. When such ascon-based waste material (of course, this ascon-based waste material also includes large ascon blocks 9 that have been sorted during excavation processing) is supplied to the second grizzly 2' through the ascon introduction section 4. As shown in the figure, a recycled roadbed material was obtained as a Grino II 7 layer. Grizzly 2'I- consists of asphalt concrete pavement material, which is sent to the crushing mixer @ 3 and subjected to primary crushing.
Next, the particles are sent to a mixing device 5 where they are subjected to secondary crushing and have a particle size range of
For example, recycled aggregate is classified into areas A, C and A in the figure. In classification system 6, sieved materials (-1 class frame '+ti,
1, which is finely crushed in step 7 and introduced into a crushing mixing device 3;
In this case, depending on the particle size in step 9), there are cases where the particles are passed through the mixing device 5, and cases where the particles are passed through the bypass 8 without passing through the mixing device 5. In either case, the particles are sent to the classifier 6 and classified into A, C, and C to obtain a product with the desired particle size (1).
分級装置6の篩F物は破砕装置7で細破砕されて破砕混
合装置/ffi 3に送られる。The sieved material from the classifier 6 is finely crushed by the crusher 7 and sent to the crusher/mixer/ffi 3.
本プロ明は、以]−の通り、掘削り系統、アスコン糸f
dr、及び掘削Lアスコン共通系統がら成るトに、友々
を有機的に結合した構成を採り、共通系統は、掘削f、
l俸廃材及びアスコン1ユ体廃材に全く同様に使用jで
きるように構成し、しかも両廃材の製品l−の及び処理
にσ)月々の特徴点を最大に活かす方向て+Ij生処i
→11することができる優れた装置を提供iるものであ
る、っThis project specifies the drilling system, ascon thread f, as follows.
A configuration is adopted in which friends are organically combined with the common system consisting of dr, excavation L ascon, and the common system is excavation f,
It is constructed so that it can be used in exactly the same way for both waste wood and Ascon 1 body waste, and moreover, it is designed to make the most of the monthly characteristics of the products and the treatment of both waste materials.
→11.
第1図は、全体の系統説明図、第2図は、肴罎゛°゛2
″ −′ 分級系統の一例を示す説
明図である。
符号A・す:I!削−f―糸系統B・・・アスコン系統
、C・・・掘削Iニアスフン共通系統、1・・・掘削上
導入部、2・第一のグリズリ、2′・・第二のグリズリ
、3川破(i、+、混合装置、4・アスフン導入部、5
・・・混合装置、6・・・分級系統、7 破砕装置、8
・・・バイパス、9・・7 スコン人塊、10・・原料
ホッパ、11 定にフィーダ、12・・・安定剤供給部
。
(−μ
第 1 図
第2図Figure 1 is an explanatory diagram of the entire system, and Figure 2 is the appetizer design.
″-′ It is an explanatory diagram showing an example of a classification system. Code A・S: I! Cutting-f-thread system B... Ascon system, C... Excavation I Niasfun common system, 1... Excavation top Introduction, 2. First grizzly, 2'... Second grizzly, 3 Kawaha (i, +, mixing device, 4. Asfun introduction, 5
...mixing device, 6...classification system, 7 crushing device, 8
...Bypass, 9..7 Skon mass, 10.. Raw material hopper, 11. Constant feeder, 12.. Stabilizer supply section. (-μ Fig. 1 Fig. 2
Claims (2)
部とを備え、前記掘削上主体導入4t;から第一のグリ
ズリ下を通し一〇破砕混合装置の導入部に至る系統に加
えて前記第一のグリズリ上から前記アスコン主体導入部
への系統を掘削土系統とし、前記アスコン主体導入部と
第二のグリズリ上とを介して前記破砕混合装置に接続し
た系統をアスコン系統とし、前記破砕混合装置、混合装
置及び分級装置をシリーズに接続し、該分級装置上を破
砕装置を介して前記破砕混合装置に接続した系統を掘削
土アスコン共通系統に構成して掘削上主体廃材の場合に
は、前記掘削を系統と前記共通系統を使用しアスコン主
体廃材の場合には、アスコン系統と共通系統を使用する
ようにした掘削上、アスコン再生処理装置tffi 。(1) Excavation h, equipped with an IE body introduction part and an ascon main body introduction part, in addition to the system from the above-mentioned excavation upper main body introduction 4t; passing under the first grizzly to the introduction part of the crushing mixing device 10. The system from the top of the first grizzly to the ascon main introduction part is an excavated soil system, the system connected to the crushing mixing device via the ascon main introduction part and the second grizzly top is an ascon system, A crushing mixer, a mixer, and a classifier are connected in series, and a system in which the classifier is connected to the crusher and mixer via a crusher is configured as a common system for excavated soil ascon, and in the case of mainly excavated waste material. The excavation system and the common system are used for the excavation, and in the case of ascon-based waste material, the ascon system and the common system are used for excavation and ascon regeneration processing equipment tffi.
、前記掘削上り体導入部から第一のグリズリのドを通し
て破砕混合装置の導入部に至る系統にIJIIえて前記
第一のグリズリ上から前記アスコン1ミ体導入部への系
統を掘削に系統とし、+jiJ記アスコンに体導入部と
第」二のグリズリ1−を介して+111記破−V♂・混
合装置に接続した系統をアスコン系統とし、+iit記
破砕混合装置と混合装置a及び分級装置をシリーズに接
続し、前記破砕混合装置の出目と分級装置の入目1・i
lにバイパスを設け、該分級装置上を破1、/、L、装
置を介して前記破砕混合装置に接続した系統を掘削トア
スコン共通系統に構成して、掘削上主体廃材の場合には
、前記掘削り系統と前記共通系統を使用し、アスコン主
体廃材の場合には、アスコン系統と共通系統を使用する
ようにした掘削上アスコン再生処理装置。(2) It is provided with an excavated soil main body introduction part and an ascon main body introduction part, and connects the system from the excavated soil main body introduction part through the first grizzly to the crushing mixing device introduction part from above the first grizzly. The system to the Ascon 1 body introduction part is the excavation system, and the system connected to the body introduction part to the Ascon 1 body and the +111 Ki Break-V♂/mixing device via the 2nd Grizzly 1- is the Ascon system. Then, the crushing and mixing device described in +iit, the mixing device a, and the classification device are connected in series, and the output of the crushing and mixing device and the input of the classification device 1・i
A bypass is provided in L, and a system connected to the crushing mixer through the crushing device is configured as a common excavation toascon system, and in the case of excavation-based waste, the above-mentioned An excavated ascon regeneration processing device that uses an excavation system and the common system, and in the case of ascon-based waste material, uses the ascon system and the common system.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8129382A JPS58199904A (en) | 1982-05-14 | 1982-05-14 | Apparatus for regenerating drilled soil |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8129382A JPS58199904A (en) | 1982-05-14 | 1982-05-14 | Apparatus for regenerating drilled soil |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58199904A true JPS58199904A (en) | 1983-11-21 |
JPH0152522B2 JPH0152522B2 (en) | 1989-11-09 |
Family
ID=13742329
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8129382A Granted JPS58199904A (en) | 1982-05-14 | 1982-05-14 | Apparatus for regenerating drilled soil |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58199904A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001049693A (en) * | 1999-08-13 | 2001-02-20 | Maruishi Kk | Excavated soil recycling plant |
JP2007107199A (en) * | 2005-10-11 | 2007-04-26 | Nippo Corporation:Kk | Asphalt mass processing method |
-
1982
- 1982-05-14 JP JP8129382A patent/JPS58199904A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001049693A (en) * | 1999-08-13 | 2001-02-20 | Maruishi Kk | Excavated soil recycling plant |
JP2007107199A (en) * | 2005-10-11 | 2007-04-26 | Nippo Corporation:Kk | Asphalt mass processing method |
Also Published As
Publication number | Publication date |
---|---|
JPH0152522B2 (en) | 1989-11-09 |
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