JP2788934B2 - Plant for on-board ground improvement method - Google Patents
Plant for on-board ground improvement methodInfo
- Publication number
- JP2788934B2 JP2788934B2 JP11339994A JP11339994A JP2788934B2 JP 2788934 B2 JP2788934 B2 JP 2788934B2 JP 11339994 A JP11339994 A JP 11339994A JP 11339994 A JP11339994 A JP 11339994A JP 2788934 B2 JP2788934 B2 JP 2788934B2
- Authority
- JP
- Japan
- Prior art keywords
- plant
- water tank
- ground improvement
- vehicle
- generator
- 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
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、地盤改良工法に使用
する機材を大型車両に搭載し、現場での組み立て工事や
解体作業の必要性をなくした車載式地盤改良工法用プラ
ントに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plant for an on-board ground improvement method in which equipment used for the ground improvement method is mounted on a large vehicle, and the necessity of assembling work and demolition work on site is eliminated. .
【0002】[0002]
【従来の技術】近年、地下鉄、上下水道、共同溝及び地
下道等の都市土木工事に於いては、地下構造物の建築深
度も深くなっているため、その仮設工事も大型化してい
ると共に、その工事も殆どが道路を占有して施工されて
いる。この都市土木工事の地下構造物建築に先立って
は、様々な仮設工法が採用されている。日本に於ける地
下地盤の土層構成は、シルト,粘土等の粘性土、砂質
土、砂礫土等が複雑に絡み合って堆積し、また相対密
度,相対稠度等の土質の性状もその地盤によって異なる
ため、上記仮設工法に於いては、地下水等に対する対策
も考慮しなければならなかった。2. Description of the Related Art In recent years, in urban civil engineering works such as subways, water and sewage systems, common ditches, and underpasses, the construction depth of underground structures has been deepening, so that temporary construction works have been increased in size. Most of the work is done on the road. Prior to the construction of underground structures in urban civil works, various temporary construction methods have been adopted. In Japan, the soil layer composition of the underground ground is composed of cohesive soils such as silt and clay, sandy soil, gravel soil, etc., which are entangled in a complicated manner, and the soil properties such as relative density and relative consistency depend on the ground. Because of the difference, in the temporary construction method, countermeasures against groundwater etc. had to be considered.
【0003】そこで、大深度に於ける仮設工法として、
止水性・強度等を具備した大口径杭地盤改良工法が盛ん
に採用されてきている。この大口径杭地盤改良工法は、
プラント設備基地として約150m2(15m×10
m)程度の作業用地を必要とし、プラントは固定プラン
トとしてその都度施工現場付近に基地を設け、このプラ
ントでセメントミルク等の硬化材を混練し、ポンプで施
工現場へ直接圧送するか、施工現場がプラント基地より
離れている場合は、途中に中継基地を設け、プラントで
混練したセメントペ−ストをバキュ−ム車、ミキサ−車
等で運搬し、アジテ−タでそれを受け、アジテ−タから
施工現場へポンプで圧送する方法が取られている。[0003] Therefore, as a temporary construction method at a large depth,
Large-diameter pile ground improvement methods with waterproofness, strength, etc. have been actively adopted. This large diameter pile ground improvement method
About 150m 2 (15m × 10
m) A work site of about m) is required, and the plant is a fixed plant, and a base is provided near the construction site each time, and the hardening material such as cement milk is kneaded at this plant and directly pumped to the construction site with a pump or If the plant is far from the plant base, a relay base is provided on the way, the cement paste kneaded at the plant is transported by a vacuum truck, mixer truck, etc., received by an agitator, and received from the agitator. The method of pumping to the construction site by a pump has been adopted.
【0004】しかしながら、都市の過密化等により、道
路上でこのような大口径杭地盤改良工法を行う場合は、
道路使用許可条件等の制約により、プラント設備基地と
しての用地を確保することが困難になってきている。そ
ればかりか、現場に機材を搬入し、現場組み立てを行う
のに1〜2日間を要すると共に、解体工事にも6〜8時
間を要する問題があった。そればかりか、発電機やセメ
ントサイロ動力部から発生する騒音がひどかったが、大
型であることと、組み立て、解体を考慮すると、効果的
な防音壁を設けることができず、単にシ−トで覆ってい
たので、騒音を効果的に防止することができず、そのた
め特に夜間人家の近くでは工事ができない問題があっ
た。However, when such a large-diameter pile ground improvement method is performed on a road due to overcrowding of a city, etc.,
Due to restrictions such as road use permission conditions, it has become difficult to secure land as a plant facility base. In addition, it took 1-2 days to carry the equipment into the site and assemble the site, and also required 6 to 8 hours for dismantling work. Not only that, the noise generated by the generator and the power source of the cement silo was terrible.However, considering the large size, assembling and dismantling, it was not possible to provide an effective soundproof wall. Because it was covered, noise could not be effectively prevented, and there was a problem that construction could not be performed, especially near nighttime houses.
【0005】[0005]
【発明が解決しようとする課題】この発明は、このよう
な点に着目してなされたものであり、現場での組み立
て、解体を必要とせず、しかも小スペ−スで騒音を防止
して地盤改良工法を行うことができるようにし、工期の
短い現場、狭い現場及び夜間現場等でも支障なく工事を
行うことができる地盤改良工法用プラントを提供するこ
とを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of such a point, and does not require assembling and dismantling at the site, and has a small space for preventing noise. It is an object of the present invention to provide a ground improvement method plant capable of performing an improvement method and capable of performing construction without difficulty even on a site with a short construction period, a narrow site, a night site, and the like.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するため
本発明者は、鋭意研究の結果、地盤改良工法に使用する
地盤改良工法用プラントを車載式とすることを想到し
た。しかして従来、この種地盤改良工法用プラントを車
載式とすることは全く行われていないし、知られてもい
ない。このように地盤改良工法用プラントを車載式とし
たことに伴い、使用機器を防音壁で覆って機器から発生
する騒音を防止すると共に、小スペ−スとするためのプ
ラントの改良を行い本発明に到達した。Means for Solving the Problems In order to achieve the above object, the present inventor has made intensive studies and found that a plant for ground improvement method used for ground improvement method is to be mounted on a vehicle. Heretofore, this type of soil improvement method plant has not been mounted on a vehicle or has been known. As the ground improvement method plant is mounted on a vehicle, the equipment used is covered with a soundproof wall to prevent noise generated from the equipment and to improve the plant to reduce the space required by the present invention. Reached.
【0007】即ち、本発明は、一方の大型車両の車体上
に搭載した水タンクに収納した発電機と、他方の大型車
両の車体上に搭載したセメントサイロ、ミキシングプラ
ント及びアジテ−タ−と、前記発電機を水タンク内から
水タンク上に昇降自在とする手段と、前記両大型車両の
いずれかに搭載した、コンプレッサ−、混和剤収納器、
高圧ポンプ及び超高圧ポンプと、少なくとも前記両大型
車両の発電機、セメントサイロ動力部、コンプレッサ
−、高圧ポンプ及び超高圧ポンプの機器を囲う防音壁と
を具備したことを特徴とする。That is, the present invention provides a generator housed in a water tank mounted on the body of one large vehicle, a cement silo, a mixing plant and an agitator mounted on the body of the other large vehicle, Means for allowing the generator to be able to move up and down from the water tank to the water tank, and a compressor mounted on either of the two large vehicles;
It is characterized by comprising a high-pressure pump and an ultra-high pressure pump, and at least a soundproof wall surrounding the generator, cement silo power unit, compressor, high-pressure pump and ultra-high pressure pump equipment of both the large vehicles.
【0008】[0008]
【実施例】次に、本発明の実施例を図面に基づいて説明
する。図1は、本発明の実施例を示す断面図であり、一
方の大型車両の車体1上には、セメントサイロ2、ミキ
シングプラント3、アジテーター4、集塵機28及び高
圧ポンプ5が搭載され、他方の大型車両の車体1’上に
は、水タンク8に収納した発電機7、混和材収納器6、
超高圧ポンプ9及びエアーコンプレッサー10が搭載さ
れている。尚、上記両車両上の機器全体が、防音壁11
で囲われている。しかしながら、騒音源となる発電機、
セメントサイロ動力部(図示せず)、コンプレッサー1
0、高圧ポンプ5及び超高圧ポンプ9と、ミキシングプ
ラントから発生するセメント等の粉塵を除去する集塵機
28を防音壁で囲えば、他の機器は必ずしも防音壁で囲
わなくとも差し支えない。Next, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a sectional view showing an embodiment of the present invention. A cement silo 2, a mixing plant 3, an agitator 4, a dust collector 28, and a high-pressure pump 5 are mounted on a vehicle body 1 of one large vehicle, and the other is mounted on the vehicle body 1. A generator 7 housed in a water tank 8 , an admixture container 6 ,
An ultra-high pressure pump 9 and an air compressor 10 are mounted. Note that the entire equipment on both vehicles is a soundproof wall 11
Is surrounded by However, noise generators,
Power unit for cement silo (not shown), compressor 1
If the high-pressure pump 5, the ultra-high-pressure pump 9, and the dust collector 28 for removing dust such as cement generated from the mixing plant are surrounded by soundproof walls, other devices may not necessarily be surrounded by soundproof walls.
【0009】防音壁11を形成する防音材としては、上
記実施例では、図3に示すように、金属板12と多孔質
パネル13との間に、合成樹脂製のスポンジ14として
片面粘着剤付きエステル系スポンジをサンドイッチした
構造とし、前記金属板12が外面になるように構成して
いる。車両1′の防音壁11には、内部温度上昇と、排
気ガスを外へ逃がすため、換気扇好ましくは消音型換気
扇を固定すると良い。従来、大口径杭地盤改良工法を行
う場合は、装置全体の容量が非常に大きかったため、防
音壁で囲うことができず、シ−トで囲っていたので遮音
効果が不十分な問題があった。本発明によれば、装置を
コンパクト化し、車載式としたので、容易に防音壁で囲
うことが可能となり、効果的に遮音することができるか
ら、昼夜や場所を問わず何ら支障なく工事を行うことが
できる。In the above embodiment, as shown in FIG. 3, a single-sided adhesive as a synthetic resin sponge 14 is provided between the metal plate 12 and the porous panel 13 as the sound insulating material forming the sound insulating wall 11. An ester sponge is sandwiched, and the metal plate 12 is formed on the outer surface. A ventilation fan, preferably a silencing type ventilation fan, may be fixed to the soundproof wall 11 of the vehicle 1 'in order to increase the internal temperature and to allow exhaust gas to escape to the outside. Conventionally, when performing a large-diameter pile ground improvement method, the capacity of the entire device was extremely large, so that it was not possible to enclose it with soundproof walls, and there was a problem that the sound insulation effect was insufficient because it was enclosed by sheets. . According to the present invention, since the device is made compact and mounted on a vehicle, it is possible to easily surround the device with a soundproof wall, and it is possible to effectively shield the sound. be able to.
【0010】発電機7は、水タンク8上に昇降自在とな
るように構成されている。即ち、工事現場へ到着するま
では、発電機7を水タンク8内に収納し、工事を行う際
は、水タンク8上に上昇させ、水タンク8に水を収納で
きるようになっている。図4に示すように、発電機7を
板体14上に載置し、該板体14の4隅に固定した係止
具(図示せず)に、水タンク側壁上端に固定したチエ−
ンブロック15のフック(図示せず)を引っ掛けて、発
電機7を水タンク8内から水タンク8上に昇降自在とし
ている。図5〜図6は、発電機7を昇降自在とする他の
手段を示すものであり、水タンク8側壁上端に対向して
滑車40,40′を固定し、該滑車40,40′にチエ
−ン16,16′を掛けて、チエ−ン16,16′の一
端を発電機7を載せた上向きコ字形の板体17の折曲部
上端に固定して、発電機7を水タンク8内から水タンク
8上に昇降自在としている。The generator 7 is configured to be able to move up and down on a water tank 8. That is, the generator 7 is stored in the water tank 8 until it arrives at the construction site, and when performing the construction, the generator 7 is raised above the water tank 8 so that the water can be stored in the water tank 8. As shown in FIG. 4, the generator 7 is placed on the plate 14, and a chain (not shown) fixed to the four corners of the plate 14 is attached to a chain fixed to the upper end of the side wall of the water tank.
By hooking a hook (not shown) of the control block 15, the generator 7 can be moved up and down from the water tank 8 onto the water tank 8. 5 and 6 show another means for making the generator 7 freely move up and down. Pulleys 40 and 40 'are fixed to the water tank 8 so as to face the upper end of the side wall thereof. The generator 7 is fixed to the upper end of the bent portion of the upwardly U-shaped plate 17 on which the generator 7 is mounted, and the generator 7 is mounted on the water tank 8. The water tank 8 can be moved up and down from inside.
【0011】また、図7に示すように、水タンク8内の
上下動自在に構成した板体18上に発電機7を載置し、
該板体18を上下動させて発電機7を水タンク8内から
水タンク8上に昇降自在としても良い。板体18は、2
個の細長い板体29a,29bを中央部で連結し、X字
形に開き得るように形成した板体29,29′を2個対
向させ、その中央連結部で両板体29,29′を連結し
た上下動する部材に固定されている。板体29の一方の
板体29aには、出没自在に構成したジャッキ30の一
端が固定され、ジャッキ30の他端は、水タンク8底面
に固定されている。板体29,29′を形成する板体2
9a,29bの一端は、それぞれ水タンク8及び板体1
8に固定され、他端はそれぞれ板体18及び水タンク8
底面のスライド用溝31,31′に固定されている。Further, as shown in FIG. 7, the generator 7 is mounted on a vertically movable plate 18 in a water tank 8.
The generator 18 may be moved up and down from inside the water tank 8 to the water tank 8 by moving the plate 18 up and down. The plate 18 is 2
The two elongated plates 29a, 29b are connected at the center, and two plates 29, 29 'formed so as to open in an X-shape are opposed to each other, and the two plates 29, 29' are connected at the central connection. Is fixed to the member that moves up and down. One end of a jack 30, which is configured to be freely retractable, is fixed to one plate body 29 a of the plate body 29, and the other end of the jack 30 is fixed to the bottom surface of the water tank 8. Plate 2 forming plate 29, 29 '
One end of each of 9a and 29b is connected to the water tank 8 and the plate 1
8 and the other end is a plate 18 and a water tank 8, respectively.
It is fixed to the slide grooves 31, 31 'on the bottom surface.
【0012】ジャッキ30を自動的に押し下げると、X
字形を形成する板体29a、29bの一端がスライドし
て板体18は下降し、ジャッキ30を自動的に押し上げ
ると、板体18は上昇するようになっている。勿論、他
の公知の手段によって板体18を上下動させても差し支
えない。本発明では、セメントサイロは、図9に示すよ
うに、セメントサイロ21内底面に、対向してオ−ガ−
スクリュ−19,19′を横設し、該オ−ガ−スクリュ
−19,19′の先端中央部に近接して立設した縦型オ
−ガ−スクリュ−20を通じて、セメントをミキシング
プラント3内に供給するようになっている。尚、縦型オ
−ガ−スクリュ−20は、パイプ22に回動自在に内装
されている。When the jack 30 is automatically depressed, X
When one ends of the plate members 29a and 29b forming the character shape slide and the plate member 18 descends, and the jack 30 is automatically pushed up, the plate member 18 rises. Of course, the plate body 18 may be moved up and down by other known means. According to the present invention, as shown in FIG.
The screws 19, 19 'are laid laterally, and the cement is mixed in the mixing plant 3 through a vertical auger screw 20 erected near the center of the tip of the auger screws 19, 19'. To be supplied. The vertical auger screw 20 is rotatably mounted on the pipe 22.
【0013】従来は、図8に示すように、セメントサイ
ロ21′内の底面に、単一のオ−ガ−スクリュ−1
9′′を横設し、縦型オ−ガ−スクリュ−20′を通じ
て、セメントをミキシングプラント内に供給していた。
本発明のように横二軸式としたことによって、単位時間
当たり従来の約2倍のセメントが縦型オ−ガ−スクリュ
−20に送られるので、必然的に加圧され、そのため短
時間でセメントをミキシングプラント3内に供給できる
ようになると共に、図11に示すように、圧密部を図1
0の従来の装置より小さくすることができたので、セメ
ントの目詰まりを防止することができる。従来は、図1
0に示すように、単一のオ−ガ−スクリュ−19′′で
あったので、所定の上昇速度を得るため、圧密部を大き
くする必要があったから、この圧密部にセメントが目詰
まりする問題があった。Conventionally, as shown in FIG. 8, a single auger screw-1 is provided on the bottom of a cement silo 21 '.
9 ″ was laid horizontally, and cement was supplied into the mixing plant through a vertical auger screw 20 ′.
By adopting the horizontal biaxial system as in the present invention, approximately twice the amount of cement per unit time is sent to the vertical auger screw 20. Therefore, the cement is inevitably pressurized. Cement can be supplied into the mixing plant 3 and, as shown in FIG.
0 can be made smaller than that of the conventional apparatus, so that clogging of cement can be prevented. Conventionally, Figure 1
As shown in FIG. 0, since the single auger screw 19 '' was used, it was necessary to enlarge the consolidation portion in order to obtain a predetermined ascending speed, so that the consolidation portion was clogged with cement. There was a problem.
【0014】また、横二軸式としたことによって、オ−
ガ−スクリュ−19,19′,20の長さを短くするこ
とができたので、回転によって生じるオ−ガ−スクリュ
−の変形・ゆがみの問題も解決することができた。また
従来は、縦型オ−ガ−スクリュ−20′は、図12に示
すように、角形セメントサイロ21′外に設けていた
が、本発明によれば、縦型オ−ガ−スクリュ−20を短
くすることができたので、図13に示すように、角形セ
メントサイロ21内に設けることができたから、装置の
コンパクト化が達成された。また従来は、縦型オ−ガ−
スクリュ−20′は、図8に示すように単にセメントサ
イロ21′の底面に近接して位置していたので、セメン
トが少なくなるとセメントを送ることができなくなるか
ら、必然的にある程度のセメントはセメントサイロ2
1′内に残る問題があった。[0014] In addition, by adopting a horizontal biaxial system,
Since the lengths of the gas screws 19, 19 'and 20 could be reduced, the problem of deformation and distortion of the auger screw caused by rotation could be solved. Conventionally, the vertical auger screw 20 'is provided outside the square cement silo 21' as shown in FIG. 12, but according to the present invention, the vertical auger screw 20 'is provided. Can be shortened, and as shown in FIG. 13, it can be provided in the square cement silo 21. Thus, the apparatus can be made compact. Conventionally, vertical auger
As shown in FIG. 8, the screw 20 'is simply located close to the bottom surface of the cement silo 21'. Therefore, when the amount of cement is low, cement cannot be sent. Silo 2
There was a problem remaining in 1 '.
【0015】本発明によれば、図9に示すように、オ−
ガ−スクリュ−19,19′は、断面半円状に形成され
た凹条溝31,31′内に落とし込んで配設しているの
で、セメントはセメントサイロ内に殆ど残らずにミキシ
ングプラント3に送ることができる。オ−ガ−スクリュ
−19,19′を凹条溝31,31′内に落とし込むに
は、オ−ガ−スクリュ−19,19′の半分以上が凹条
溝31,31′内に位置し、オ−ガ−スクリュ−と凹条
溝31,31′とは近接した位置になるようにするのが
良い。オ−ガ−スクリュ−19,19′のセメント進行
方向に向かって先端部は凹部と同じ深さの平坦部に形成
され、該平坦部に縦型オ−ガ−スクリュ−20の下端が
位置している。According to the present invention, as shown in FIG.
Since the gas screws 19 and 19 'are disposed in the grooves 31 and 31' formed in a semicircular cross section, cement is hardly left in the cement silo and supplied to the mixing plant 3. Can be sent. To drop the auger screws 19, 19 'into the concave grooves 31, 31', more than half of the auger screws 19, 19 'are located in the concave grooves 31, 31'. It is preferred that the auger screw and the concave grooves 31 and 31 'be located close to each other. The tips of the auger screws 19 and 19 'are formed in flat portions having the same depth as the recesses in the direction of cement advance, and the lower end of the vertical auger screw 20 is located in the flat portions. ing.
【0016】ミキシングプラント3内には、図17に示
すように、水中ミキサ−14が2個配設されている。水
中ミキサ−14は、下端に撹拌羽根33を取着し、撹拌
羽根33には、安全カバ−34が取り付けられている。
従来は大径の羽根で撹拌練りを行っていたが、水中ミキ
サ−14を使用することによって、均一に、ムラなく速
く練り上げることができるようになった。ミキシングプ
ラント3は、作業現場への移動中セメント等を計量する
ロ−ドセルが多少ずれることがあり、ロ−ドセルのガイ
ドレ−ルでは、ロ−ドセルを正しく中心に修正するのに
長時間を要する問題があった。本発明に於いては、図1
4に示すように、ミキシングプラント3の外周に等間隔
に3個配設したリング状フランジ部41下面に、それぞ
れ圧縮型ロ−ドセル35を配設し、それぞれのロ−ドセ
ル35下面に、軸修正装置42を位置させることによっ
て、中心への修正を極めて容易に行うことができるよう
にした。In the mixing plant 3, as shown in FIG. 17, two underwater mixers 14 are provided. The underwater mixer 14 has a stirring blade 33 attached to a lower end thereof, and a safety cover 34 is attached to the stirring blade 33.
Conventionally, stirring and kneading have been performed with a large-diameter blade. However, the use of the underwater mixer 14 has made it possible to knead uniformly and evenly quickly. In the mixing plant 3, the load cell for measuring the cement or the like while moving to the work site may be slightly displaced, and it takes a long time to correct the load cell to the correct center with the load cell guide rail. There was a problem. In the present invention, FIG.
As shown in FIG. 4, three compression-type load cells 35 are provided on the lower surface of three ring-shaped flange portions 41 provided at equal intervals on the outer periphery of the mixing plant 3, and a shaft is provided on the lower surface of each load cell 35. By locating the correction device 42, correction to the center can be performed very easily.
【0017】本発明の軸修正装置42は、図15及び図
16に示すように、螺杆37の下端を車両の荷台43に
螺合固定し、上端をロ−ドセル35下面に位置させるよ
うにし、螺杆37に固定した略円錐形の雄部材44に、
該雄部材44に密嵌する雌部材38を螺杆37に嵌合さ
せ、ナット39を円板状の板体45を介して雌部材38
の上から押圧して雄部材44に雌部材38を密嵌させ
て、螺杆37を正確な直立状態とするように構成されて
いる。この直立状態で、螺杆37先端をロ−ドセル35
の規定の位置に合わせることによって、ロ−ドセル35
がづれても規定の位置に容易に修正することができる。
上記実施例では、圧縮型のロ−ドセルを使用したが、吊
り下げ式のロ−ドセルでも同様にして軸修正をすること
ができる。As shown in FIGS. 15 and 16, the shaft correcting device 42 according to the present invention has the lower end of the screw rod 37 screwed and fixed to the carrier 43 of the vehicle, and the upper end thereof is positioned at the lower surface of the load cell 35. A substantially conical male member 44 fixed to the screw 37 is
The female member 38 closely fitted to the male member 44 is fitted to the screw rod 37, and the nut 39 is connected to the female member 38 via a disc-shaped plate 45.
The female member 38 is tightly fitted to the male member 44 by being pressed from above, so that the screw rod 37 is accurately in an upright state. In this upright state, the tip of the screw 37 is connected to the load cell 35.
By adjusting the load cell 35 to the specified position,
Even if it is distorted, it can be easily corrected to the specified position.
In the above embodiment, the compression type load cell is used. However, the axis can be corrected in the same manner with a hanging type load cell.
【0018】縦型オーガースクリュー20のセメント排
出口46から排出されたセメントは、該排出口46に連
設されたパイプを通って、ミキシングプラント3に供給
される。ミキシングプラント3内には、水タンク8から
供給された水と、混和剤収容器6から供給された混和剤
が前もって収容されている。ミキシングプラント3内
で、これらをミキシングすることにより、セメントミル
クが調整される。調整されたセメントミルクは、ミキシ
ングプラント3の下方に連設されたアジテーター4に送
られる。アジテーター4内には、攪拌羽根が収容され、
セメントミルクは、この攪拌羽根によって攪拌され、セ
メントが分離するのを防止している。The cement discharged from the cement discharge port 46 of the vertical auger screw 20 is supplied to the mixing plant 3 through a pipe connected to the discharge port 46. The water supplied from the water tank 8 and the admixture supplied from the admixture container 6 are stored in the mixing plant 3 in advance. By mixing them in the mixing plant 3, the cement milk is adjusted. The adjusted cement milk is sent to an agitator 4 provided continuously below the mixing plant 3. In the agitator 4, stirring blades are accommodated,
The cement milk is stirred by the stirring blades to prevent the cement from separating.
【0019】本発明の大型車両1,1′には、上記した
ような機器が積載されているので、荷台のたわみを防止
するため、図18に示すように、大型車両の荷台を、金
属板24,24′の間に、連続した凹凸部に形成した補
強材25を介装した構造としている。また、作業現場に
到着後、水タンク8に水を収容するが、これによって、
更に荷台の重量が増大するので、車両の転倒を防止する
ため、大型車両の荷台両側部下面には、前方と後方に対
向して上下動自在の車両転倒防止具26が固定されてい
る。車両転倒防止具26は、円形の支持板27に、伸縮
ロッド48を固定し、該ロッド48を筒体28内に、油
圧、水圧若しくはねじにより出没自在となるように構成
している。The heavy vehicles 1 and 1 'of the present invention are loaded with the above-mentioned equipment, and as shown in FIG. A structure in which a reinforcing material 25 formed in a continuous uneven portion is interposed between 24 and 24 '. After arrival at the work site, water is stored in the water tank 8,
In order to prevent the vehicle from tipping over because the weight of the bed is further increased, a vehicle overturn prevention device 26 is fixed to the lower surface on both sides of the large vehicle so as to be movable up and down in front and rear. The vehicle overturn prevention device 26 is configured such that a telescopic rod 48 is fixed to a circular support plate 27, and the rod 48 can be made to come and go inside the cylinder 28 by hydraulic pressure, water pressure, or screws.
【0020】[0020]
【作用】次に、上記のように構成された本発明の装置を
使用して施工する方法を説明する。工事現場に、車両
1,1′を図1に示すように、後部が対向するように搬
入する。まず、車両転倒防止具26のロッド48を下方
に伸長させて、円形の支持板27で地面を押圧する。つ
いで、発電機7を水槽から上昇させ、発電機7のスイッ
チをONにし、水タンク8に所定量の水を給水する。そ
れから、ミキシングプラント3内に、所定量の水を供給
し、次に所定量の混和剤を供給する。Next, description will be made of a method of constructing using the apparatus of the present invention configured as described above. As shown in FIG. 1, the vehicles 1, 1 'are carried into the construction site with their rear portions facing each other. First, the rod 48 of the vehicle fall prevention device 26 is extended downward, and the ground is pressed by the circular support plate 27. Next, the generator 7 is raised from the water tank, the switch of the generator 7 is turned on, and a predetermined amount of water is supplied to the water tank 8. Then, a predetermined amount of water is supplied into the mixing plant 3, and then a predetermined amount of the admixture is supplied.
【0021】それからセメントサイロ21内の横型オ−
ガ−スクリュ−19,19′及び縦型オ−ガ−スクリュ
−20を回転させ、セメントサイロ21内に所定量のセ
メントを供給する。セメントサイロ21内に供給された
セメントは、横型オ−ガ−スクリュ−19,19′から
縦型オ−ガ−スクリュ−20に送られ、縦型オ−ガ−ス
クリュ−の排出口46からミキシングプラント3内に、
所定量のセメントが供給される。ミキシングプラント3
内は、水中ポンプ14で撹拌されているので、セメン
ト、混和剤及び水が撹拌混合されてセメントミルクが調
整される。Then, the horizontal type O in the cement silo 21
The gas screws 19 and 19 'and the vertical auger screw 20 are rotated to supply a predetermined amount of cement into the cement silo 21. The cement supplied into the cement silo 21 is sent from the horizontal auger screws 19 and 19 'to the vertical auger screw 20 and mixed from the discharge port 46 of the vertical auger screw. In plant 3,
A predetermined amount of cement is supplied. Mixing plant 3
Since the inside is stirred by the submersible pump 14, the cement, the admixture and the water are stirred and mixed to adjust the cement milk.
【0022】このようにして調整されたセメントミルク
は、回転羽根で撹拌されるアジテ−タ−4に収容され
る。このセメントミルクを使用して大口径杭地盤改良工
法を行うには、公知の方法により行えば良い。即ち、超
高圧ポンプ9と水を使用して地盤の穿孔を行い、同時に
高圧ポンプ5とを使用して穿孔した地盤中にセメントミ
ルクを投入すれば良い。この際コンプレッサ−10も同
時に使用する。上記工事中の遮音効果を測定したとこ
ろ、プラントから距離5m、高さ0.9mの地点で、従
来法では90dbだったのが、本発明の装置を使用する
と、約60dbとなり、30db程度下げることができ
た。The cement milk thus prepared is stored in an agitator-4 stirred by a rotating blade. A large-diameter pile ground improvement method using this cement milk may be performed by a known method. That is, the ground may be pierced using the ultra-high pressure pump 9 and water, and simultaneously the cement milk may be poured into the pierced ground using the high pressure pump 5. At this time, the compressor 10 is also used at the same time. When the sound insulation effect during the above construction was measured, it was 90 db in the conventional method at a point 5 m from the plant and 0.9 m in height, but it was reduced to about 60 db using the device of the present invention, and it was reduced by about 30 db. Was completed.
【0023】[0023]
【効果】以上述べたごとく、本発明によれば、大口径杭
地盤改良工法プラントをコンパクトにして車載式とした
ことによって、プラントの組み立て、解体作業が不要と
なるので、工期の短い作業に適するほか、プラントをコ
ンパクトにしたことによって、効果的に防音壁で囲うこ
とができたので、夜間の現場の作業にも適すると共に、
プラントがコンパクトであるから、狭い現場の作業も支
障なく行える等従来の大口径杭地盤改良工法の欠点を完
全に解消した画期的な効果を奏する。As described above, according to the present invention, since the large-diameter pile ground improvement method plant is made compact to be mounted on a vehicle, the assembly and dismantling work of the plant is not required, so that it is suitable for work with a short construction period. In addition, since the plant was made compact, it could be effectively enclosed by soundproof walls, making it suitable for night work at the site,
Because the plant is compact, it is possible to perform the work on narrow sites without any trouble.
【0024】[0024]
【図1】本発明の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.
【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図3】本発明に使用する防音壁の断面図である。FIG. 3 is a sectional view of a soundproof wall used in the present invention.
【図4】本発明に使用する発電機を昇降自在とする装置
の斜視図である。FIG. 4 is a perspective view of a device used in the present invention that allows a generator to be moved up and down.
【図5】本発明に使用する発電機を昇降自在とする装置
の他の例を示す斜視図である。FIG. 5 is a perspective view showing another example of a device that allows the generator used in the present invention to be able to move up and down.
【図6】図5の側面図である。FIG. 6 is a side view of FIG. 5;
【図7】本発明に使用する発電機を昇降自在とする装置
の他の例を示す斜視図である。FIG. 7 is a perspective view showing another example of a device that allows the generator used in the present invention to be able to move up and down.
【図8】従来のセメントサイロの断面図である。FIG. 8 is a sectional view of a conventional cement silo.
【図9】本発明のセメントサイロの断面図である。FIG. 9 is a sectional view of a cement silo of the present invention.
【図10】従来のセメントサイロのオ−ガ−スクリュ−
圧密部を示す断面図である。FIG. 10: Auger screw of conventional cement silo
It is sectional drawing which shows a consolidation part.
【図11】本発明のセメントサイロのオ−ガ−スクリュ
−圧密部を示す断面図である。FIG. 11 is a cross-sectional view showing an auger screw compaction part of the cement silo of the present invention.
【図12】従来のセメントサイロの断面図である。FIG. 12 is a sectional view of a conventional cement silo.
【図13】本発明のセメントサイロの断面図である。FIG. 13 is a sectional view of a cement silo of the present invention.
【図14】本発明のミキシングプラントの上面図であ
る。FIG. 14 is a top view of the mixing plant of the present invention.
【図15】本発明のミキシングプラントの側面図であ
る。FIG. 15 is a side view of the mixing plant of the present invention.
【図16】本発明のミキシングプラントに使用する軸修
正器の側面図である。FIG. 16 is a side view of an axis corrector used in the mixing plant of the present invention.
【図17】本発明のミキシングプラントの断面図であ
る。FIG. 17 is a sectional view of a mixing plant of the present invention.
【図18】本発明の車両の車体部の斜視図である。FIG. 18 is a perspective view of a vehicle body of the vehicle according to the present invention.
1,1′ 大型車両の車体 2 セメントサイロ 3 ミキシングプラント 4 アジテ−タ 5 高圧ポンプ 6 混和剤収納器 7 発電機 8 水タンク 9 超高圧ポンプ 10 コンプレッサ− 11 防音壁 28 集塵機1, 1 'Large vehicle body 2 Cement silo 3 Mixing plant 4 Agitator 5 High pressure pump 6 Admixture container 7 Generator 8 Water tank 9 Ultra high pressure pump 10 Compressor 11 Soundproof wall 28 Dust collector
Claims (11)
クに収納した発電機と、他方の大型車両の車体上に搭載
したセメントサイロ、ミキシングプラント及びアジテ−
タ−と、前記発電機を水タンク内から水タンク上に昇降
自在とする手段と、前記両大型車両のいずれかに搭載し
た、コンプレッサ−、混和剤収納器、高圧ポンプ及び超
高圧ポンプと、少なくとも前記両大型車両の発電機、セ
メントサイロ動力部、コンプレッサ−、高圧ポンプ及び
超高圧ポンプの機器を囲う防音壁とを具備したことを特
徴とする車載式地盤改良工法用プラント。1. A generator housed in a water tank mounted on the body of one large vehicle, and a cement silo, mixing plant and agitator mounted on the body of the other large vehicle.
A means for allowing the generator to move up and down from the water tank to the water tank; and a compressor, an admixture container, a high-pressure pump, and an ultra-high pressure pump mounted on one of the two large vehicles. A plant for on-board ground improvement method comprising at least a generator, a cement silo power unit, a compressor, a high-pressure pump and a soundproof wall surrounding equipment of an ultra-high-pressure pump of both of the large vehicles.
間に、合成樹脂製のスポンジをサンドイッチした構造と
し、前記金属板が外面になるように構成してなる請求項
1に記載の車載式地盤改良工法用プラント。2. The soundproofing material according to claim 1, wherein a sponge made of a synthetic resin is sandwiched between a metal plate and a porous panel, and the metal plate is formed on an outer surface. A plant for on-board ground improvement.
個の横型オ−ガ−スクリュ−を横設し、該2個のオ−ガ
−スクリュ−の先端中央部に近接して前記セメントサイ
ロ内に立設した縦型オ−ガ−スクリュ−を通じて、セメ
ントを前記ミキシングプラント内に供給してなる請求項
1に記載の車載式地盤改良工法用プラント。3. An inner bottom surface of the cement silo,
The two horizontal auger screws are laid laterally, and the two auger screws are vertically positioned close to the center of the tip of the two auger screws in the cement silo. The vehicle-mounted ground improvement method plant according to claim 1, wherein cement is supplied into the mixing plant.
し、該凹部に前記横型オ−ガ−スクリュ−を横設してな
る請求項1に記載の車載式地盤改良工法用プラント。4. The on-vehicle ground improvement method plant according to claim 1, wherein a recess is formed in the inner bottom surface of the cement silo, and the horizontal auger screw is laid horizontally in the recess.
を配設してなる請求項1に記載の車載式地盤改良工法用
プラント。5. An underwater mixer in the mixing plant.
The vehicle-mounted ground improvement method plant according to claim 1, wherein a plant is provided.
を固定し、前記発電機を基台上に載置し、該基台に固定
した部材に、前記チエ−ンブロックのフックを引っ掛け
て、前記発電機を水タンク内から水タンク上に昇降自在
としてなる請求項1に記載の車載式地盤改良工法用プラ
ント。6. A chain block is fixed to an upper end of a side wall of the water tank, the generator is mounted on a base, and a hook of the chain block is hooked on a member fixed to the base. The on-board type ground improvement method plant according to claim 1, wherein the generator can be moved up and down from the water tank to the water tank.
滑車にチエ−ンを掛けて、チエ−ンの一端を発電機を載置
した基台に固定した部材に引っ掛けて、前記発電機を水
タンク内から水タンク上に昇降自在としてなる請求項1
に記載の車載式地盤改良工法用プラント。7. A pulley is fixed to an upper end of a side wall of the water tank, a chain is hung on the pulley, and one end of the chain is hooked on a member fixed to a base on which a generator is mounted. 2. The machine can be moved up and down from the water tank to the water tank.
2. A plant for on-board ground improvement method according to item 1.
に載置し、該板体を上下動させて前記発電機を水タンク
内から水タンク上に昇降自在としてなる請求項1に記載
の車載式地盤改良工法用プラント。8. The generator according to claim 1, wherein said generator is placed on a vertically movable plate, and said generator is moved up and down from said water tank to said water tank. 2. A plant for on-board ground improvement method according to item 1.
続した凹凸部に形成した補強材を介装することにより構
成してなる請求項1に記載の車載式地盤改良工法用プラ
ント。9. The on-vehicle ground improvement method plant according to claim 1, wherein the loading platform of the heavy-duty vehicle is constructed by interposing a reinforcing material formed in a continuous uneven portion between metal plates.
して、地面を支持する支持板が上下動する車両転倒防止
具を固定してなる請求項1に記載の車載式地盤改良工法
用プラント。10. The vehicle-mounted ground improvement method according to claim 1, wherein a vehicle overturn prevention device in which a support plate for supporting the ground moves up and down is fixed to the lower surface of both sides of the loading platform of the large vehicle. plant.
面に、車両の荷台に直立させたロッドの先端が当接する
ようにし、該ロッドの下端部に形成した山形の雄部材と
ロッドに嵌合した雌部材とを密嵌させ、前記ロッドを正
確な直立状態とすることによって、ロッド先端とロ−ド
セルの規定位置とを常に合致させることができるように
した軸修正器を具備してなる請求項1に記載の車載式地
盤改良工法用プラント。11. A female member fitted to a rod-shaped male member formed at the lower end of the rod and a rod-shaped male member formed at the lower end of the rod so that the tip of a rod standing upright on a vehicle carrier contacts the lower surface of the load cell of the mixing plant. An axis corrector is provided which is capable of closely fitting a member to the rod so as to bring the rod into an accurate upright state so that the tip of the rod and the specified position of the load cell can always be matched. 2. A plant for on-board ground improvement method according to item 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11339994A JP2788934B2 (en) | 1994-05-02 | 1994-05-02 | Plant for on-board ground improvement method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11339994A JP2788934B2 (en) | 1994-05-02 | 1994-05-02 | Plant for on-board ground improvement method |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP04029698A Division JP3329723B2 (en) | 1998-02-23 | 1998-02-23 | Plant for on-board ground improvement method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07300848A JPH07300848A (en) | 1995-11-14 |
JP2788934B2 true JP2788934B2 (en) | 1998-08-20 |
Family
ID=14611320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11339994A Expired - Lifetime JP2788934B2 (en) | 1994-05-02 | 1994-05-02 | Plant for on-board ground improvement method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2788934B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE59906510D1 (en) * | 1999-05-10 | 2003-09-11 | Wageneder Sbm Gmbh | Mixing plant |
KR100476601B1 (en) * | 2002-05-07 | 2005-03-17 | 백정식 | A reinforcement injector for reinforcing a ground |
JP6274433B2 (en) * | 2014-07-24 | 2018-02-07 | 株式会社トクヤマエムテック | Cement mixing system car |
JP6274432B2 (en) * | 2014-07-24 | 2018-02-07 | 株式会社トクヤマエムテック | Cement mixing system car |
-
1994
- 1994-05-02 JP JP11339994A patent/JP2788934B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH07300848A (en) | 1995-11-14 |
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