JPH09119108A - Asphalt plant - Google Patents
Asphalt plantInfo
- Publication number
- JPH09119108A JPH09119108A JP27568595A JP27568595A JPH09119108A JP H09119108 A JPH09119108 A JP H09119108A JP 27568595 A JP27568595 A JP 27568595A JP 27568595 A JP27568595 A JP 27568595A JP H09119108 A JPH09119108 A JP H09119108A
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- compartment
- compartments
- external
- storage bin
- 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)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は道路舗装材であるア
スファルト混合物を製造するアスファルトプラントに関
し、特に排水性アスファルト混合物等の特殊アスファル
ト混合物の製造をも行うアスファルトプラントに関す
る。TECHNICAL FIELD The present invention relates to an asphalt plant for producing an asphalt mixture which is a road paving material, and more particularly to an asphalt plant for producing a special asphalt mixture such as a drainage asphalt mixture.
【0002】[0002]
【従来の技術】アスファルトプラントにて製造されるア
スファルト混合物はその使用用途に応じて特殊なものが
製造される場合が増えており、例えば高速道路等で舗装
道路の表面に雨水等の水が溜らないようにするために、
舗装道路に水が染み込んで行くと同時に染み込んだ水を
下方の路床から排水させるようにする排水性アスファル
ト混合物も製造されるようになっている。2. Description of the Related Art Asphalt mixtures produced in asphalt plants are increasingly produced as special ones according to their intended use. For example, water such as rainwater collects on the surface of paved roads on highways. In order not to
Drainage asphalt mixtures are also being produced that allow water to soak into paved roads and at the same time allow the soaked water to drain from the subgrade below.
【0003】前記排水性アスファルト混合物に使用され
る骨材としては、5〜13mm粒径の骨材(80〜85
重量%)と砂(15〜20重量%)との二種類の骨材を
専ら使用する。そして排水性アスファルト混合物を製造
する時には、貯蔵ホッパに貯蔵された6号砕石(5〜1
3mm粒径相当の骨材)及び砂を所定量づつ同時に払い
出してドライヤに供給し、ドライヤにて加熱した骨材を
プラント本体部の振動篩に供給し、粒径別に篩い分けて
骨材貯蔵ビンに貯蔵している。[0003] Aggregates used in the drainage asphalt mixture include aggregates having a particle size of 5 to 13 mm (80 to 85 mm).
%) And sand (15-20% by weight) are used exclusively. And when manufacturing the drainage asphalt mixture, the crushed stone No. 6 (5-1
Aggregate equivalent to 3 mm particle size) and sand are simultaneously dispensed in a predetermined amount and supplied to the dryer, and the aggregate heated by the dryer is supplied to the vibrating sieve of the plant body, and the aggregate storage bin is screened according to particle size. It is stored in.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、前記骨
材貯蔵ビンはビン内を区画して通常、2.5mm以下の
砂、2.5〜5mm、5〜13mm、13mm〜20m
m、20mm以上の骨材を粒径別に貯蔵するように5室
に区画されており、前記のように排水性アスファルト混
合物を製造する時には、使用する骨材としては6号砕石
と砂の二種類のみであるため、骨材貯蔵ビンの2.5m
m以下の区画室と5〜13mmの区画室を使用してアス
ファルト混合物を製造出荷することになる。その場合、
5〜13mmの区画室の貯蔵容量が2.5mm以下の区
画室に比べて小さいため、5〜13mmの骨材の払い出
しが間に合わなくなって計量待ちとなったり、また供給
過剰となってオーバーフローを起こす等の欠点がある。However, the above-mentioned aggregate storage bin divides the inside of the bin and is usually 2.5 mm or less of sand, 2.5 to 5 mm, 5 to 13 mm, 13 mm to 20 m.
It is divided into 5 chambers to store aggregates of m, 20 mm or more according to particle size, and when producing a drainage asphalt mixture as described above, there are two types of aggregates used: No. 6 crushed stone and sand. 2.5m of aggregate storage bin because it is only
The asphalt mixture will be manufactured and shipped using compartments of m or less and compartments of 5 to 13 mm. In that case,
Since the storage capacity of the compartment of 5 to 13 mm is smaller than that of the compartment of 2.5 mm or less, the delivery of the aggregate of 5 to 13 mm can not be done in time and waits for weighing, or the supply becomes excessive and overflow occurs. There are drawbacks such as.
【0005】本発明は上記の点に鑑み、特定の種類の骨
材のみを使用して特殊混合物を製造する時に特定の骨材
の貯蔵量を増やせる骨材貯蔵ビン構造とし、特殊混合物
の製造にも適したアスファルトプラントを提供すること
を目的とする。In view of the above points, the present invention provides an aggregate storage bin structure capable of increasing the storage amount of a specific aggregate when a specific mixture is produced by using only a specific type of aggregate. Also aims to provide a suitable asphalt plant.
【0006】[0006]
【課題を解決するための手段】本発明は上記の目的を達
成するために、ドライヤにより加熱乾燥した骨材を粒度
別に篩い分ける振動篩と、該振動篩によって篩い分けた
骨材を区画室に粒度別に貯蔵する骨材貯蔵ビンと、該骨
材貯蔵ビンの下位に骨材計量槽及びミキサ等とを配置し
たアスファルトプラントにおいて、前記骨材貯蔵ビンの
区画室の外壁に沿わせて外部区画室を配設すると共に、
該外部区画室の下部に骨材を払い出す骨材払出しゲート
を配設する一方、前記区画室の壁面には前記区画室から
外部区画室に骨材の流入を許容する骨材流入口を穿設
し、該骨材流入口には開口部を開閉制御する開閉蓋を配
設したことを特徴としている。In order to achieve the above object, the present invention provides a vibrating screen for sieving aggregate dried by heating with a dryer according to particle size, and an aggregate screened by the vibrating sieve in a compartment. In an asphalt plant in which an aggregate storage bin for storing according to particle size and an aggregate measuring tank, a mixer and the like are arranged below the aggregate storage bin, an external compartment along the outer wall of the compartment of the aggregate storage bin Along with
An aggregate discharge gate for discharging aggregate is arranged at a lower portion of the external compartment, and an aggregate inlet port is formed on a wall surface of the compartment to allow an aggregate to flow into the external compartment from the compartment. The aggregate inlet is provided with an opening / closing lid for controlling the opening / closing of the opening.
【0007】[0007]
【発明の実施の形態】本発明によれば、排水性アスファ
ルト混合物等の特定の種類の骨材を使用するアスファル
ト混合物を製造する時には、特定の区画室と外部区画室
との間の壁面に配設した骨材流入用の開閉蓋を開放して
特定の区画室に投入された骨材を外部区画室に骨材流入
口を通過させて流入させる。こうして特定種類の骨材を
外部区画室にも貯蔵するようにして貯蔵量を増加させて
骨材切れやオーバフローを防止し、特殊なアスファルト
混合物についても安定した出荷が図れるようにする。According to the present invention, when an asphalt mixture using a specific type of aggregate such as a drainage asphalt mixture is manufactured, it is placed on a wall surface between a specific compartment and an external compartment. The opening / closing lid for inflowing the aggregate is opened and the aggregate introduced into a specific compartment is allowed to flow into the external compartment through the aggregate inlet. In this way, a specific type of aggregate is also stored in the external compartment to increase the storage amount, prevent aggregate breakage and overflow, and enable stable shipment of special asphalt mixtures.
【0008】[0008]
【実施例】以下、本発明の実施例を図面に基づいて説明
する。Embodiments of the present invention will be described below with reference to the drawings.
【0009】1はアスファルトプラントの混合タワーで
あって、その最上部には振動篩2が搭載してある。該振
動篩2にはドライヤ(図示せず)により加熱乾燥した加
熱骨材を投入シュート3から投入し、起振体4の発生す
る振動によって骨材を粒度別に篩い分けている。Reference numeral 1 is a mixing tower of an asphalt plant, on which a vibrating screen 2 is mounted. Heated aggregate heated and dried by a drier (not shown) is introduced into the vibrating screen 2 from a charging chute 3, and the vibration is generated by the vibrating body 4 to screen the aggregate according to the particle size.
【0010】振動篩2の内部は数段の篩網が配設してあ
り、例えば、最上段の投入シュート3に臨ませた位置に
は、網目サイズ25mmの角孔(または丸孔)の篩網5
a、その下段には網目サイズ15mmの篩網5b、その
下段には網目サイズ6mmの篩網5c、最下段には網目
サイズ3mmの篩網5dを配置している。The vibrating screen 2 is provided with several stages of screen screens. For example, at the position facing the uppermost charging chute 3, a screen having square holes (or round holes) with a mesh size of 25 mm is provided. Net 5
a, a sieve mesh 5b having a mesh size of 15 mm, a sieve mesh 5c having a mesh size of 6 mm, and a sieve mesh 5d having a mesh size of 3 mm are arranged in the lower stage, the lower stage, and the lower stage, respectively.
【0011】振動篩2の下位には骨材貯蔵ビン6が配設
してあり、該骨材貯蔵ビン6はビン内を適宜仕切って区
画室6a、6b、6c、6d、6eを形成し、振動篩2
によって篩い分けられた2.5mm以下の砂、及び2.
5〜5mm、5〜13mm、13〜20mm、20mm
以上の骨材をそれぞれの区画室に貯蔵するようにしてい
る。そして区画室6a、6b、6c、6d、6eに貯蔵
する骨材は下部に配設した骨材払出しゲート7a、7
b、7c、7d、7eより払い出すようにしている。An aggregate storage bin 6 is disposed below the vibrating screen 2. The aggregate storage bin 6 is partitioned appropriately to form compartments 6a, 6b, 6c, 6d and 6e. Vibrating screen 2
Less than 2.5 mm of sand screened by; and 2.
5-5 mm, 5-13 mm, 13-20 mm, 20 mm
The above aggregates are stored in each compartment. The aggregates stored in the compartments 6a, 6b, 6c, 6d, 6e are the aggregate discharge gates 7a, 7 arranged in the lower portion.
The payment is made from b, 7c, 7d, and 7e.
【0012】前記区画室6bから区画室6dに亘って
は、その外壁に沿って外部区画室8を配設しており、そ
の下部には骨材払出しゲート9を配設して貯蔵する骨材
を払い出すようにしている。そして区画室6b、6c、
6dの外部区画室8を配設した側の壁面には、図3に示
すように、各区画室6b、6c、6dに貯蔵する骨材を
外部区画室8に流入させる骨材流入口10b、10c、
10dをそれぞれ穿設し、更にこれらの骨材流入口10
b、10c、10dにはこの開口部を開閉するための開
閉蓋11b、11c、11dを外部区画室8側から取り
付け、シリンダ12b、12c、12dを伸縮させるこ
とにより、前記開閉蓋11b、11c、11dをそれぞ
れ開閉するようにし、特定の区画室と外部区画室とを組
み合わせることで特定の区画室の容量を増加させるよう
にしている。An external compartment 8 is arranged along the outer wall of the compartment 6b to the compartment 6d, and an aggregate discharging gate 9 is arranged below the outer compartment 8 to store the aggregate. I am trying to pay out. And the compartments 6b, 6c,
As shown in FIG. 3, on the wall surface of 6d on which the external compartment 8 is provided, aggregate inlets 10b, 10c for allowing the aggregates stored in the compartments 6b, 6c, 6d to flow into the external compartment 8. ,
10d are respectively drilled, and these aggregate inlets 10
Opening / closing lids 11b, 11c, 11d for opening / closing the openings are attached to b, 10c, 10d from the external compartment 8 side, and the cylinders 12b, 12c, 12d are expanded / contracted to open / close the opening / closing lids 11b, 11c, Each of the chambers 11d is opened and closed, and the capacity of the specific compartment is increased by combining the specific compartment and the external compartment.
【0013】また、図4は2つの外部区画室を配設した
他の実施例を示すもので、区画室6aから区画室6bに
亘る部分と区画室6cから区画室6dに亘る部分にそれ
ぞれその外壁に沿って外部区画室13、14をそれぞれ
配設している。この外部区画室13、14に対して区画
室6a、6b、6c、6dの壁面には前記と同様に骨材
流入口10a、10b、10c、10dをそれぞれ穿設
し、これらの骨材流入口10a、10b、10c、10
dにはこの開口部を開閉するための開閉蓋11a、11
b、11c、11dを外部区画室13、14側から取り
付け、シリンダ12a、12b、12c、12dを伸縮
させることにより前記開閉蓋11a、11b、11c、
11dをそれぞれ開閉するようにしている。そして、外
部区画室13、14の下部には骨材を払い出す骨材払出
しゲート15、16を配設している。Further, FIG. 4 shows another embodiment in which two external compartments are arranged. The outer compartments are divided into compartments 6a to 6b and compartments 6c to 6d. External compartments 13 and 14 are arranged along the outer wall. Aggregate inlets 10a, 10b, 10c, and 10d are formed on the wall surfaces of the compartments 6a, 6b, 6c, and 6d with respect to the external compartments 13 and 14, respectively, as described above. 10a, 10b, 10c, 10
The opening / closing lids 11a and 11 for opening and closing this opening are shown at d.
b, 11c, 11d are attached from the external compartments 13, 14 side, and the cylinders 12a, 12b, 12c, 12d are expanded and contracted to open and close the lids 11a, 11b, 11c,
11d is opened and closed respectively. And, below the external compartments 13 and 14, aggregate discharge gates 15 and 16 for discharging aggregate are arranged.
【0014】17は各区画室の下位に配設した骨材計量
槽であって、各区画室より払い出される骨材を順次累積
計量するようにしており、骨材計量槽17により所望の
骨材をそれぞれ計量してそれらを下位のミキサー18に
投入すると共に、別に計量した石粉、アスファルト等を
添加して混合調整し、所望のアスファルト合材を製造す
るようにしている。Reference numeral 17 denotes an aggregate measuring tank disposed below each compartment, which is adapted to sequentially measure the aggregate discharged from each compartment, and the aggregate measuring tank 17 provides the desired aggregate respectively. The desired amount of the asphalt mixture is manufactured by adding the stone powder, asphalt, etc., which have been measured separately, to the mixture and adjusting them while adding the measured amount to the lower mixer 18.
【0015】しかして、外部区画室を使用して特定の区
画室の容量を増加させる場合、所望の区画室に取り付け
た開閉蓋を開放して骨材流入口を外部区画室8に開口さ
せ、所望の区画室に貯蔵する骨材を骨材流入口を介して
外部区画室8に流入させて所望の骨材の貯蔵量を増加さ
せるのである。However, when the capacity of a specific compartment is increased by using the external compartment, the opening / closing lid attached to the desired compartment is opened to open the aggregate inlet to the external compartment 8, The aggregate stored in the desired compartment is made to flow into the outer compartment 8 through the aggregate inlet to increase the storage amount of the desired aggregate.
【0016】例えば、区画室の内、区画室6a、6b、
6c、6d及び外部区画室8を使用してアスファルト混
合物を製造する場合に、各区画室の容量比率を下記のよ
うに設定すると、 外部区画室8 区画室6a 区画室6b 区画室6c 区画室6d 10% 35% 15% 25% 15% 外部区画室8を区画室6bから区画室6dについて組み
合わせることで、特定の区画室の容量を増加させること
ができ、 区画室6a 区画室6b 区画室6c 区画室6d 35% 25% 25% 15% 35% 15% 35% 15% 35% 15% 25% 25% の3通りの区画室の容量比率を得ることができ、標準的
なアスファルト混合物を製造する場合は勿論のこと、排
水性アスファルト混合物のように二種類の骨材のみを使
用するような特殊アスファルト混合物を製造する場合に
でもその配合に適した区画室の容量比率を設定すること
ができる。For example, among the compartments, compartments 6a, 6b,
When the asphalt mixture is produced using 6c, 6d and the external compartments 8, if the volume ratio of each compartment is set as follows, the external compartment 8 compartment 6a compartment 6b compartment 6c compartment 6d 10 % 35% 15% 25% 15% By combining the external compartments 8 with respect to the compartments 6b to 6d, it is possible to increase the capacity of the particular compartments. The compartments 6a, 6b, 6c, 6c 6d 35% 25% 25% 15% 35% 15% 35% 15% 35% 15% 25% 25% It is possible to obtain three compartment volume ratios and when producing a standard asphalt mixture Of course, even when producing a special asphalt mixture that uses only two types of aggregates, such as a drainage asphalt mixture, the compartment volume suitable for the formulation The quantity ratio can be set.
【0017】また、図4に示すように外部区画室を2つ
配設した場合にあっては、例えば各区画室の容量比率を
下記のように設定し、 外部13 外部14 区画室6a 区画室6b 区画室6c 区画室6d 15% 10% 25% 15% 20% 15% 外部区画室13を区画室6aと区画室6bとに組み合わ
せ、外部区画室14を区画室6cと区画室6dとに組み
合わせることで特定の区画室の容量を増加させることが
でき、 区画室6a 区画室6b 区画室6c 区画室6d 40% 15% 30% 15% 40% 15% 20% 25% 25% 30% 30% 15% 25% 30% 20% 25% の4通りの区画室の容量比率を得ることができる。When two external compartments are provided as shown in FIG. 4, for example, the volume ratios of the respective compartments are set as follows, and the outer 13 outer 14 outer compartment 6a compartment 6b Compartment 6c Compartment 6d 15% 10% 25% 15% 20% 15% Combining external compartment 13 with compartment 6a and compartment 6b and combining external compartment 14 with compartment 6c and compartment 6d It is possible to increase the capacity of a specific compartment with: compartment 6a compartment 6b compartment 6c compartment 6d 40% 15% 30% 15% 40% 15% 20% 25% 25% 30% 30% 15% Four compartment volume ratios of 25% 30% 20% 25% can be obtained.
【0018】なお、本実施例で示した外部区画室の配置
例は、外部区画室の配置や数を制約するものではなく、
この他にも外部区画室の配置例は種々考えられ、本願発
明の要旨を逸脱しない範囲でその配置や数に変更を加え
得ることは勿論である。The arrangement example of the external compartments shown in this embodiment does not limit the arrangement or number of the external compartments.
In addition to this, various arrangement examples of the external compartments are conceivable, and it goes without saying that the arrangement and the number thereof can be changed without departing from the gist of the present invention.
【0019】[0019]
【発明の効果】以上のように本発明に係るアスファルト
プラントにあっては、骨材貯蔵ビンの区画室の外壁に沿
って外部区画室を配設し、各区画室の壁面に各区画室よ
り外部区画室に骨材の流入を許容する骨材流入口を穿設
し、該骨材流入口に配設した開閉蓋を開放することによ
って特定の区画室と外部区画室とに同一種類の骨材を貯
蔵することができるので、特殊混合物製造時に必要とす
る特定の骨材の貯蔵量を増やすことができて効率良く特
殊混合物を製造することが可能となる。As described above, in the asphalt plant according to the present invention, the external compartments are arranged along the outer walls of the compartments of the aggregate storage bin, and the compartment walls are located outside the compartments. An aggregate inlet port that allows the aggregate to flow into the chamber is opened, and the opening / closing lid provided at the aggregate inlet port is opened, so that the same type aggregate is provided in the specific compartment and the external compartment. Since it can be stored, it is possible to increase the storage amount of the specific aggregate required at the time of producing the special mixture, and it is possible to efficiently produce the special mixture.
【図1】本発明のアスファルトプラントの一実施例の一
部切り欠き概略正面図である。FIG. 1 is a partially cutaway schematic front view of an example of an asphalt plant of the present invention.
【図2】図1の一部切り欠き概略側面図である。FIG. 2 is a schematic side view with a part notched in FIG.
【図3】図2の要部を拡大した縦断断面図である。FIG. 3 is an enlarged vertical sectional view of a main part of FIG.
【図4】別の実施例を示す図1に相当する概略正面図で
ある。FIG. 4 is a schematic front view corresponding to FIG. 1 showing another embodiment.
2…振動篩 6…骨材貯
蔵ビン 6a、6b、6c、6d、6e…区画室 7…外部区
画室 10a、10b、10c、10d…骨材流入口 11a、11b、11c、11d…開閉蓋 13、14…外部区画室2 ... Vibrating screen 6 ... Aggregate storage bin 6a, 6b, 6c, 6d, 6e ... Compartment chamber 7 ... External compartments 10a, 10b, 10c, 10d ... Aggregate inlet 11a, 11b, 11c, 11d ... Open / close lid 13 , 14 ... External compartment
Claims (1)
に篩い分ける振動篩と、該振動篩によって篩い分けた骨
材を区画室に粒度別に貯蔵する骨材貯蔵ビンと、該骨材
貯蔵ビンの下位に骨材計量槽及びミキサ等とを配置した
アスファルトプラントにおいて、前記骨材貯蔵ビンの区
画室の外壁に沿わせて外部区画室を配設すると共に、該
外部区画室の下部に骨材を払い出す骨材払出しゲートを
配設する一方、前記区画室の壁面には前記区画室から外
部区画室に骨材の流入を許容する骨材流入口を穿設し、
該骨材流入口には開口部を開閉制御する開閉蓋を配設し
たことを特徴とするアスファルトプラント。1. A vibrating sieve for sieving aggregate dried by heating with a dryer according to grain size, an aggregate storage bin for storing aggregate aggregate sieved by the vibrating sieve for each grain size in a compartment, and an aggregate storage bin for the aggregate storage bin. In an asphalt plant in which an aggregate measuring tank and a mixer and the like are arranged in the lower part, an external compartment is arranged along the outer wall of the compartment of the aggregate storage bin, and the aggregate is placed under the external compartment. While arranging an aggregate discharging gate for discharging, an aggregate inlet port is formed on the wall surface of the compartment to allow the aggregate to flow from the compartment to the external compartment,
An asphalt plant characterized in that an opening / closing lid for controlling opening / closing of the opening is disposed at the aggregate inlet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27568595A JP3671076B2 (en) | 1995-10-24 | 1995-10-24 | Asphalt plant |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27568595A JP3671076B2 (en) | 1995-10-24 | 1995-10-24 | Asphalt plant |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09119108A true JPH09119108A (en) | 1997-05-06 |
JP3671076B2 JP3671076B2 (en) | 2005-07-13 |
Family
ID=17558933
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP27568595A Expired - Fee Related JP3671076B2 (en) | 1995-10-24 | 1995-10-24 | Asphalt plant |
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JP (1) | JP3671076B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100426142B1 (en) * | 2002-01-03 | 2004-04-08 | 금호타이어 주식회사 | The screening device for the pavement materials |
KR100801503B1 (en) * | 2007-07-26 | 2008-02-12 | 대우산업주식회사 | A travelling asphalt mixing plant |
-
1995
- 1995-10-24 JP JP27568595A patent/JP3671076B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100426142B1 (en) * | 2002-01-03 | 2004-04-08 | 금호타이어 주식회사 | The screening device for the pavement materials |
KR100801503B1 (en) * | 2007-07-26 | 2008-02-12 | 대우산업주식회사 | A travelling asphalt mixing plant |
Also Published As
Publication number | Publication date |
---|---|
JP3671076B2 (en) | 2005-07-13 |
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