JP3191063U - Earth and sand discharging tool - Google Patents

Earth and sand discharging tool Download PDF

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JP3191063U
JP3191063U JP2014001530U JP2014001530U JP3191063U JP 3191063 U JP3191063 U JP 3191063U JP 2014001530 U JP2014001530 U JP 2014001530U JP 2014001530 U JP2014001530 U JP 2014001530U JP 3191063 U JP3191063 U JP 3191063U
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earth
sand
opening
discharge tool
plate
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貴志 渋谷
貴志 渋谷
喬平 長尾
喬平 長尾
正 今村
正 今村
陽介 山越
陽介 山越
浩樹 菅野
浩樹 菅野
有三 赤司
有三 赤司
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Nippon Steel Corp
Penta Ocean Construction Co Ltd
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Nippon Steel and Sumitomo Metal Corp
Penta Ocean Construction Co Ltd
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Abstract

【課題】空気圧送により搬送される土砂を減勢して排出する小型軽量な土砂の排出具を提供する。【解決手段】排出具1は、空気圧送されてくる土砂を導く搬送管9の下流側に連結される筒状部11と、筒状部11の内側に設けられた板状部13を備える。筒状部11には、下方に開口する開口部111が設けられている。板状部13は、土砂が空気圧送される方向Xとの間に下方に鈍角を成す。土砂とともに排出具1に達した高圧空気は開口部111から大気へと開放され、土砂が減勢される。減勢された土砂は板状部13に衝突し、さらに減勢された後、板状部13に反射して下方へと向かい、開口部111を通じて排出具1の下方の打設位置へと落下する。【選択図】図1PROBLEM TO BE SOLVED: To provide a compact and lightweight earth and sand discharging tool for energizing and discharging earth and sand conveyed by pneumatic feeding. SOLUTION: A discharge tool 1 includes a tubular portion 11 connected to the downstream side of a transport pipe 9 for guiding pneumatically fed earth and sand, and a plate-shaped portion 13 provided inside the tubular portion 11. The tubular portion 11 is provided with an opening 111 that opens downward. The plate-shaped portion 13 forms an obtuse angle downward with the direction X in which the earth and sand are pneumatically fed. The high-pressure air that has reached the discharge tool 1 together with the earth and sand is released from the opening 111 to the atmosphere, and the earth and sand are deenergized. The energized earth and sand collide with the plate-shaped portion 13, and after being further energized, are reflected by the plate-shaped portion 13 and head downward, and fall to the driving position below the discharge tool 1 through the opening 111. do. [Selection diagram] Fig. 1

Description

本考案は、管中を空気圧送される土砂の排出具に関する。   The present invention relates to an earth and sand discharging tool that is pneumatically fed through a pipe.

例えば、浚渫した土砂を盛土等として利用するために、管中を空気圧送する技術がある。土砂を空気圧送する装置は、例えば、搬送される土砂の投入を受け付けるホッパーと、ホッパーに投入された土砂を搬送管へと送り出すスクイズポンプと、搬送管の上流側端部付近に連通されたエアホースに高圧空気を送り込むコンプレッサとを備える。搬送管の上流側端部付近に到達した土砂は、エアホースから送り込まれる高圧空気により不定量の複数の塊に分断され、搬送管の下流側へと搬送される。   For example, there is a technique of pneumatically feeding the inside of a pipe in order to use dredged earth and sand as embankment. The device for pneumatically sending earth and sand includes, for example, a hopper that accepts input of earth and sand to be conveyed, a squeeze pump that sends the earth and sand thrown into the hopper to a conveying pipe, and an air hose communicated near the upstream end of the conveying pipe And a compressor for feeding high-pressure air into the chamber. The earth and sand that has reached the vicinity of the upstream end portion of the transport pipe is divided into a plurality of indeterminate masses by the high-pressure air fed from the air hose, and transported to the downstream side of the transport pipe.

土砂を空気圧送する装置が搬送管の下流側端部に土砂を減勢する仕組みを備えていない直吹き方式の場合、搬送管の下流側端部に達した土砂は、当該下流側端部に設けられた吐出口から勢いよく搬送管の外部へ排出される。そのため、直吹き方式の装置による場合、吐出口から排出された土砂が飛散して、作業性が低下するという問題があった。また、直吹き方式の装置による場合、吐出される土砂が狙った位置に投入できない、という問題や、土砂中の重たい材料は吐出口に近い位置に落下し軽い材料は吐出口から遠い位置に落下するため、重量による材料分離が生じてしまう、といった問題も生じる。   When the device that pneumatically feeds the sediment does not have a mechanism for depressurizing the sediment at the downstream end of the transport pipe, the sediment that has reached the downstream end of the transport pipe is transferred to the downstream end of the transport pipe. It is discharged from the provided discharge port to the outside of the transport pipe. Therefore, in the case of the direct blow type apparatus, there is a problem that earth and sand discharged from the discharge port are scattered and workability is lowered. In addition, when using a direct-blow type device, the problem is that the discharged sediment cannot be put into the target position, heavy materials in the sediment fall to a position close to the discharge port, and light materials fall to a position far from the discharge port. Therefore, there also arises a problem that material separation occurs due to weight.

上記の直吹き方式の装置の問題を解消または軽減する仕組みとして、減勢サイクロンと呼ばれる仕組みが提案されている。減勢サイクロンは、上面に空気排出口と下面に土砂排出口とを有する円筒状の胴部と、胴部の内側に上下方向を軸とする螺旋状を成すように設けられた桶状のガイドを備える。搬送管から胴部内へと搬送された土砂は、ガイドに導かれて螺旋降下し、胴部の下面に設けられた土砂排出口から下方に排出される。また、土砂の搬送に伴い胴部内へと送り込まれる高圧空気は、胴部の上面に設けられた空気排出口から胴部の外部へと排出される。その結果、土砂排出口から排出される土砂は高圧空気による勢いを伴わず、減勢された状態で下方へと排出される。   As a mechanism for solving or reducing the problems of the above-described direct-blow type apparatus, a mechanism called a reduced cyclone has been proposed. The de-energizing cyclone is a cylindrical body having an air discharge port on the upper surface and an earth and sand discharge port on the lower surface, and a bowl-shaped guide provided so as to form a spiral with the vertical direction as an axis inside the body portion. Is provided. The earth and sand conveyed from the conveying pipe into the trunk part are guided by the guide and spirally lowered, and are discharged downward from the earth and sand outlet provided on the lower surface of the trunk part. Moreover, the high-pressure air sent into the trunk portion along with the transport of earth and sand is discharged from the air discharge port provided on the upper surface of the trunk portion to the outside of the trunk portion. As a result, the earth and sand discharged from the earth and sand discharge port is discharged downward in a depressurized state without the momentum of the high-pressure air.

上記の減勢サイクロンを用いた技術を開示する文献として、例えば特許文献1がある。特許文献1には、減勢サイクロンの胴部内に設けられた螺旋状のガイドの上端部付近に粉粒状添加材受け部を設け、粉粒状添加材受け部に粉粒状添加物を供給することにより、胴部内を螺旋下降する土砂に粉粒状添加物を混合する技術が開示されている。   As a document disclosing the technique using the above-described reduced cyclone, for example, there is Patent Document 1. In Patent Document 1, a granular additive receiving part is provided in the vicinity of the upper end of the spiral guide provided in the body of the depressurizing cyclone, and the granular additive is supplied to the granular additive receiving part. In addition, a technique for mixing a granular additive into earth and sand that spirally descends in a body portion is disclosed.

特開2010−121363号公報JP 2010-121363 A

上述した減勢サイクロンは、高圧空気と土砂とを十分に分離するためにサイズと重量が大きくなってしまう。そのため、減勢サイクロンは製造コストが高い。また、減勢サイクロンを土砂の打設位置まで移動するために、大能力の打設船やクレーン等が必要となり、減勢サイクロンの移動のためのコストもかかる。さらに、クレーンを用いて減勢サイクロンを打設位置まで移動する場合、先に打設した土砂により埋め立てられた地盤にクレーンの重量を支えるだけの強度が発現するまでの間、減勢サイクロンの移動ができず、作業が滞る場合もある。   The reduced cyclone described above increases in size and weight in order to sufficiently separate high-pressure air and earth and sand. Therefore, the reduced cyclone is expensive to manufacture. In addition, in order to move the reduced cyclone to the earth and sand placement position, a large-capacity placement ship, a crane, and the like are required, and the cost for moving the reduced cyclone is also high. Furthermore, when the decelerated cyclone is moved to the placement position using a crane, the deregulated cyclone is moved until the ground that has been reclaimed by the previously placed earth and sand is strong enough to support the weight of the crane. May not work, and work may be delayed.

上記の事情に鑑み、本考案は、空気圧送により搬送される土砂を減勢して排出する小型軽量な手段を提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide a small and lightweight means for depressurizing and discharging earth and sand conveyed by pneumatic feeding.

上記の目的を達成するため、本考案は、土砂を空気圧送する管の出口側の端部に取り付けられ、使用状態における下方に開口する開口部を有する筒状部と、前記筒状部の内側に配置され、前記土砂が空気圧送される方向との間に下方に鈍角を成す板状部とを備え、前記筒状部の前記開口部の少なくとも一部の上方に、前記板状部の少なくとも一部が配置されている土砂の排出具を、第1の態様として提案する。   In order to achieve the above-described object, the present invention is provided with a cylindrical portion attached to an end portion on the outlet side of a pipe for pneumatically feeding earth and sand and having an opening portion opened downward in use, and an inner side of the cylindrical portion. And a plate-like portion that forms an obtuse angle downward with respect to the direction in which the earth and sand are pneumatically fed, and at least above the opening of the cylindrical portion, at least of the plate-like portion The earth and sand discharging tool in which a part is arranged is proposed as a first aspect.

また、本考案は、上記の第1の態様にかかる排出具であって、前記筒状部は、前記土砂が空気圧送される方向において前記開口部よりも前記管から遠い位置に、全周において開口していない領域を有する排出具を、第2の態様として提案する。   In addition, the present invention is the discharge tool according to the first aspect, wherein the cylindrical portion is located farther from the tube than the opening in the direction in which the earth and sand are pneumatically fed, on the entire circumference. A discharge tool having a region that is not open is proposed as a second aspect.

また、本考案は、上記の第1または第2の態様にかかる排出具であって、前記筒状部の前記管から遠い側の端面を塞ぐように前記筒状部に連結された板状部を備える排出具を、第3の態様として提案する。   Moreover, this invention is the discharge tool concerning said 1st or 2nd aspect, Comprising: The plate-shaped part connected with the said cylindrical part so that the end surface on the side far from the said pipe | tube of the said cylindrical part may be plugged up. An ejector comprising the above is proposed as a third aspect.

また、本考案は、上記の第1乃至第3のいずれかの態様にかかる排出具であって、前記筒状部は、使用状態における上方に開口し、当該開口する領域の少なくとも一部が、前記土砂が空気圧送される方向において前記開口部よりも前記管に近い位置である開口部を有する排出具を、第4の態様として提案する。   Further, the present invention is a discharge tool according to any one of the first to third aspects, wherein the cylindrical portion opens upward in a use state, and at least a part of the opening region is A discharge tool having an opening that is closer to the pipe than the opening in the direction in which the earth and sand are pneumatically fed is proposed as a fourth aspect.

本考案によれば、空気圧送により搬送される土砂を減勢して排出する手段を、従来技術にかかる減勢サイクロンと比較し、小型軽量に実現することができる。   According to the present invention, the means for depressurizing and discharging earth and sand conveyed by pneumatic feeding can be realized in a small size and light weight as compared with the depressurized cyclone according to the prior art.

第1実施形態にかかる排出具の外観図である。It is an external view of the discharge tool concerning 1st Embodiment. 第2実施形態にかかる排出具の外観図である。It is an external view of the discharge tool concerning 2nd Embodiment.

[第1実施形態]
以下に、本考案の一実施形態にかかる、空気圧送される土砂を打設位置に排出するための器具である排出具1を、図面を参照しつつ説明する。図1は、排出具1の外観図である。図1(a)は排出具1の上面図、図1(b)は排出具1の正面図、図1(c)は排出具1の左側面図、図1(d)は排出具1の右側面図、図1(e)は排出具1の下面図である。なお、本願において上下をいう場合、排出具1の使用状態における上下をいう。
[First Embodiment]
Hereinafter, a discharge tool 1 according to an embodiment of the present invention, which is a tool for discharging pneumatically fed earth and sand to a placement position, will be described with reference to the drawings. FIG. 1 is an external view of the discharge tool 1. 1 (a) is a top view of the discharge tool 1, FIG. 1 (b) is a front view of the discharge tool 1, FIG. 1 (c) is a left side view of the discharge tool 1, and FIG. The right side view and FIG. 1 (e) are bottom views of the discharge tool 1. In addition, when referring to the top and bottom in the present application, it refers to the top and bottom in the usage state of the discharge tool 1.

排出具1は、コンプレッサにより生成される高圧空気とともに搬送管9内を搬送されてくる土砂を受容する筒状部11と、筒状部11を搬送管9と連結するために筒状部11の上流側の端部から外側(筒状部11の軸からみて放射方向に外側)に突出するように設けられた鍔状部12と、筒状部11の内側に配置され、空気圧送される土砂の圧送の方向(図1(a)および(b)において矢印Xで示される方向)との間に下方に鈍角を成すように配置された板状部13を備えている。   The discharger 1 includes a cylindrical part 11 that receives the earth and sand conveyed in the conveying pipe 9 together with the high-pressure air generated by the compressor, and a cylindrical part 11 for connecting the cylindrical part 11 to the conveying pipe 9. Saddle-shaped part 12 provided so as to protrude outward from the upstream end (radially outward as viewed from the axis of cylindrical part 11), and earth and sand disposed inside cylindrical part 11 and pneumatically fed Is provided with a plate-like portion 13 disposed so as to form an obtuse angle below the direction of pressure feeding (the direction indicated by the arrow X in FIGS. 1A and 1B).

なお、本願において上流側および下流側とは、土砂の搬送の方向における上流側および下流側を意味する。また、本願において、土砂の圧送の方向との間に下方に鈍角を成す、とは、図1(b)に示す角度Aが鈍角であることを意味する。   In the present application, the upstream side and the downstream side mean the upstream side and the downstream side in the direction of transporting earth and sand. Moreover, in this application, making an obtuse angle below between the direction of the earth and sand pumping means that the angle A shown in FIG.1 (b) is an obtuse angle.

筒状部11は、上流側の端面および下流側の端面が水平方向に開口している。また、筒状部11は、水平方向における下流側の領域Rにおいて、例えば下端から上方向に直径の1/4の部分が切断されている。この切断により、下方に開口する開口部111が形成されている。   As for the cylindrical part 11, the upstream end surface and the downstream end surface are opened in the horizontal direction. Moreover, the cylindrical part 11 is cut | disconnected, for example in the area | region R of the downstream in the horizontal direction from the lower end to 1/4 upward of a diameter. By this cutting, an opening 111 that opens downward is formed.

鍔状部12は、筒状部11の軸方向に貫通する複数のネジ孔121を有している。ネジ孔121は、搬送管9が備える鍔状部91が有するネジ孔(図示略)と連通し、排出具1と搬送管9を連結するためのボルトが差し込まれる。   The bowl-shaped part 12 has a plurality of screw holes 121 penetrating in the axial direction of the cylindrical part 11. The screw hole 121 communicates with a screw hole (not shown) provided in the flange 91 provided in the transport pipe 9, and a bolt for connecting the discharge tool 1 and the transport pipe 9 is inserted therein.

板状部13は、空気圧送されてくる土砂の衝突を受け止め、当該土砂を下方へと反射する役割を果たす。そのため、板状部13の少なくとも一部は、開口部111の少なくとも一部の上方に配置されている。従って、図1(e)に示されるように、開口部111を通じて、板状部13の少なくとも一部が下方から見える。   The plate-like portion 13 plays a role of receiving collision of earth and sand sent pneumatically and reflecting the earth and sand downward. Therefore, at least a part of the plate-like part 13 is disposed above at least a part of the opening 111. Accordingly, as shown in FIG. 1E, at least a part of the plate-like portion 13 can be seen from below through the opening 111.

上記の構成を備える排出具1によれば、土砂を圧送するために土砂の塊と共に搬送管9内を移動し、筒状部11へ到達した高圧空気は開口部111から大気へと開放され、減圧される。そのため、搬送管9を高圧空気により高速で搬送されてきた土砂は、開口部111が位置する領域Rにおいて減勢され、自然落下しながら開口部111を通過して打設位置へと向かう。なお、土砂の一部は十分に減勢されず、板状部13に衝突し、下方へと反射して、打設位置へと向かう。それらの土砂は、板状部13に衝突する際に減勢される。その結果、開口部111から排出される土砂は、排出具1の下方に位置する打設位置に正しく投下されるとともに、十分に減勢されているため、飛散や材料分離が低減される。   According to the discharge device 1 having the above-described configuration, the high-pressure air that has moved through the transport pipe 9 together with the lump of earth and sand to reach the cylindrical part 11 is released from the opening 111 to the atmosphere in order to pump the earth and sand. Depressurized. Therefore, the earth and sand conveyed at high speed by the high-pressure air through the conveying pipe 9 is depressurized in the region R where the opening 111 is located, passes through the opening 111 and heads to the placement position while naturally falling. Part of the earth and sand is not sufficiently reduced, collides with the plate-like portion 13, is reflected downward, and travels to the placement position. These earth and sand are reduced when they collide with the plate-like portion 13. As a result, the earth and sand discharged from the opening 111 is correctly dropped at the placement position located below the discharge tool 1 and sufficiently depressurized, so that scattering and material separation are reduced.

排出具1は、従来技術にかかる減勢サイクロンと比較し、その構造が簡素であり、小型軽量である。そのため、排出具1は低コストで製造できる。また、従来技術にかかる減勢サイクロンと比較し、排出具1を打設位置へ搬送するための打設船やクレーン等の能力が小さくてよい。そのため、排出具1は低コストで打設位置へ搬送可能である。さらに、先に打設した土砂により埋め立てられた地盤上に配置されたクレーン等の搬送装置により排出具1の搬送が行われる場合、搬送装置と排出具1の総重量を支えるだけの強度が地盤に発現するまでの時間が短い。従って、排出具1によれば、従来技術にかかる減勢サイクロンによる場合と比較し、施工に要する期間が短縮される。   The discharge tool 1 has a simple structure and is small and light compared to the reduced-pressure cyclone according to the prior art. Therefore, the discharge tool 1 can be manufactured at low cost. Moreover, compared with the decelerating cyclone concerning a prior art, the capability of a placement ship, a crane, etc. for conveying the discharge tool 1 to a placement position may be small. Therefore, the discharge tool 1 can be transported to the placement position at a low cost. Furthermore, when the discharge device 1 is transported by a transport device such as a crane disposed on the ground buried in the earth and sand previously placed, the ground is strong enough to support the total weight of the transport device and the discharge device 1. It takes a short time to develop. Therefore, according to the discharge tool 1, the period required for construction is shortened as compared with the case of the decelerating cyclone according to the prior art.

[第2実施形態]
以下に、本考案の他の一実施形態にかかる排出具2を、図面を参照しつつ説明する。図2は、排出具2の外観図である。図2(a)は排出具2の上面図、図2(b)は排出具2の正面図、図2(c)は排出具2の左側面図、図2(d)は排出具2の右側面図、図2(e)は排出具2の下面図である。
[Second Embodiment]
Below, the discharge tool 2 concerning other one Embodiment of this invention is demonstrated, referring drawings. FIG. 2 is an external view of the discharge tool 2. 2A is a top view of the discharge tool 2, FIG. 2B is a front view of the discharge tool 2, FIG. 2C is a left side view of the discharge tool 2, and FIG. A right side view and FIG. 2 (e) are bottom views of the discharge tool 2.

排出具2は、まず、第1実施形態にかかる排出具1が備える筒状部11、鍔状部12、板状部13の各々に対応する構成部である、筒状部21、鍔状部22、板状部23を備える。   First, the discharge tool 2 is a component corresponding to each of the cylindrical part 11, the bowl-like part 12, and the plate-like part 13 included in the discharge tool 1 according to the first embodiment. 22 and a plate-like portion 23 are provided.

排出具2が備える筒状部21は、排出具1が備える筒状部11に設けられた開口部111に対応する開口部211が設けられている。ただし、開口部211は、水平方向における領域Sにおいて下方に開口しており、筒状部21の下流側の端面まで達していない。そのため、筒状部21は、水平方向において開口部211よりも搬送管9から遠い位置に、全周において開口していない領域Tを有する。   The tubular part 21 provided in the discharge tool 2 is provided with an opening 211 corresponding to the opening 111 provided in the tubular part 11 provided in the discharge tool 1. However, the opening 211 opens downward in the region S in the horizontal direction, and does not reach the end face on the downstream side of the tubular portion 21. Therefore, the cylindrical part 21 has the area | region T which is not opened in the perimeter in the position far from the conveyance pipe 9 rather than the opening part 211 in the horizontal direction.

排出具2は、領域Tにおいて下側が開口していないため、この領域Tを架台の上に搭載することができる。そのため、例えば開口部211よりも搬送管9に近い位置で架台に支持される場合と比較し、排出具2は運転時の振動が低減される。   Since the lower side of the discharge tool 2 is not open in the region T, the region T can be mounted on the gantry. Therefore, for example, compared with the case where the ejector 2 is supported by the gantry at a position closer to the transport pipe 9 than the opening 211, vibration during operation is reduced.

排出具2は、さらに、筒状部21の下流側の端面を塞ぐように筒状部21に連結された板状部24と、筒状部21から上方へと延伸するように設けられた排気管25および排気管26と、排気管25および排気管26の各々の上側の端面を覆うように設けられたカバー27およびカバー28を備える。   The discharger 2 is further provided with a plate-like portion 24 connected to the tubular portion 21 so as to close the end face on the downstream side of the tubular portion 21 and an exhaust provided so as to extend upward from the tubular portion 21. The pipe 25 and the exhaust pipe 26, and the cover 27 and the cover 28 provided so as to cover the upper end surfaces of the exhaust pipe 25 and the exhaust pipe 26 are provided.

排気管25と排気管26は、図2に示されるように、土砂の空気圧送の方向に並んで配置されている。排気管25と排気管26のうち上流側に配置される排気管25は、土砂が空気圧送される方向において開口部211よりも搬送管9に近い位置に配置されている。また、排気管25と排気管26のうち下流側に配置される排気管26は、土砂が空気圧送される方向において、その一部が開口部211よりも搬送管9に近い位置に配置されている。   As shown in FIG. 2, the exhaust pipe 25 and the exhaust pipe 26 are arranged side by side in the direction of pneumatic feeding of earth and sand. The exhaust pipe 25 disposed upstream of the exhaust pipe 25 and the exhaust pipe 26 is disposed at a position closer to the transport pipe 9 than the opening 211 in the direction in which earth and sand are pneumatically fed. Further, the exhaust pipe 26 disposed on the downstream side of the exhaust pipe 25 and the exhaust pipe 26 is partly disposed at a position closer to the transport pipe 9 than the opening 211 in the direction in which earth and sand are pneumatically fed. Yes.

筒状部21の上側には、上方に開口する開口部212および開口部213が設けられている。開口部212は排気管25の下方の開口部と連通している。また、開口部213は排気管26の下方の開口部と連通している。   On the upper side of the cylindrical portion 21, an opening 212 and an opening 213 that open upward are provided. The opening 212 communicates with the opening below the exhaust pipe 25. The opening 213 communicates with the opening below the exhaust pipe 26.

排気管25とカバー27は、例えば排気管25の外側面からカバー27の内側面へ向かうように突起する複数の突起部(図示略)により連結されている。そのため、排気管25とカバー27の間には、矢印Yで示される空気の流路が形成されている。同様に、排気管26とカバー28の間には、矢印Zで示される空気の流路が形成されている。   For example, the exhaust pipe 25 and the cover 27 are connected by a plurality of protrusions (not shown) that protrude from the outer surface of the exhaust pipe 25 toward the inner surface of the cover 27. Therefore, an air flow path indicated by an arrow Y is formed between the exhaust pipe 25 and the cover 27. Similarly, an air flow path indicated by an arrow Z is formed between the exhaust pipe 26 and the cover 28.

排出具2の筒状部21は、既述のように、開口部211よりも下流側に全周において開口していない領域Tを有する。このため、排出具2は排出具1と比較して強度が高い。また、排出具2は筒状部21の下流側の端面は板状部24により塞がれているため、排出具2は排出具1と比較して強度が高い。すなわち、排出具2が備えるこれらの構造は、空気圧送されてきた土砂が筒状部21の内側面に衝突する際に土砂から受ける力に抗して、筒状部21の下流側の端部が外側(筒状部21の軸からみて放射方向に外側)に拡がることを防止する。   The cylindrical part 21 of the discharge tool 2 has the area | region T which is not opening in the perimeter downstream from the opening part 211 as mentioned above. For this reason, the discharge tool 2 has higher strength than the discharge tool 1. In addition, the discharge tool 2 has a strength higher than that of the discharge tool 1 because the downstream end face of the cylindrical part 21 is closed by the plate-like part 24. That is, these structures provided in the discharge tool 2 are configured so that the end portion on the downstream side of the cylindrical portion 21 resists the force received from the earth and sand when the pneumatic sand is collided with the inner surface of the cylindrical portion 21. Is prevented from spreading outward (outward in the radial direction when viewed from the axis of the cylindrical portion 21).

また、排出具2は、開口部211よりも上流側において、上方に開口する開口部212および開口部213を有するため、高圧空気の一部が開口部212または開口部213から大気へ開放される。その結果、土砂から板状部23や筒状部21の内側面が受ける力は排出具1における場合と比較し弱く、その結果、排出具2の耐久性が高まる。さらに、排出具2から排出される土砂の勢いは、排出具1から排出される土砂の勢いよりさらに弱くなり、土砂の飛散や材料分離がより確実に防止される。   Moreover, since the discharge tool 2 has the opening part 212 and the opening part 213 which open upwards rather than the opening part 211, a part of high pressure air is open | released from the opening part 212 or the opening part 213 to air | atmosphere. . As a result, the force received by the inner surface of the plate-like portion 23 and the cylindrical portion 21 from the earth and sand is weaker than that in the discharge tool 1, and as a result, the durability of the discharge tool 2 is increased. Furthermore, the momentum of the earth and sand discharged from the discharging tool 2 becomes weaker than the momentum of the earth and sand discharged from the discharging tool 1, and the scattering and material separation of the earth and sand are more reliably prevented.

また、排出具2は、カバー27およびカバー28を備えるため、排気管25または排気管26から上方へと向かう土砂があっても、カバー27またはカバー28によりそれらの土砂の飛散が抑制される。   Moreover, since the discharge tool 2 includes the cover 27 and the cover 28, even if there is earth and sand going upward from the exhaust pipe 25 or the exhaust pipe 26, scattering of the earth and sand is suppressed by the cover 27 or the cover 28.

[変形例]
上述した排出具1および排出具2は本考案にかかる排出具の具体例であって、本考案の技術的思想の範囲内において様々に変形することができる。以下にそれらの変形の例を示す。なお、上述した実施形態にかかる排出具と、以下に説明する変形例にかかる排出具が備える構成は、適宜組み合わせられてもよい。
[Modification]
The discharge tool 1 and the discharge tool 2 described above are specific examples of the discharge tool according to the present invention, and can be variously modified within the scope of the technical idea of the present invention. Examples of these modifications are shown below. In addition, the structure with which the discharge tool concerning embodiment mentioned above and the discharge tool concerning the modification demonstrated below are provided may be combined suitably.

(1)上述した排出具1が備える筒状部11および排出具2が備える筒状部21は円筒であるものとしたが、断面の形状は円に限られず、例えば断面が正方形の筒状等の他の形状が採用されてもよい。 (1) Although the cylindrical part 11 with which the discharge tool 1 mentioned above and the cylindrical part 21 with which the discharge tool 2 are provided shall be a cylinder, the shape of a cross section is not restricted to a circle, For example, a cylindrical shape with a square cross section etc. Other shapes may be employed.

(2)上述した排出具1が備える板状部13および排出具2が備える板状部23は、平らな板状であるものとしたが、水平方向に衝突してくる土砂を下方へと反射させる形状であれば如何なる形状が採用されてもよい。例えば、土砂の空気圧送の方向に垂直な平面で切断した場合の断面が上に凸の弧を描くように湾曲した形状が板状部13または板状部23の形状として採用されてもよい。 (2) The plate-like portion 13 included in the discharge tool 1 and the plate-like portion 23 included in the discharge tool 2 are flat plate-like, but reflect the earth and sand colliding in the horizontal direction downward. Any shape may be adopted as long as it is a shape to be formed. For example, the shape of the plate-like portion 13 or the plate-like portion 23 may be a curved shape so that the cross section when cut in a plane perpendicular to the direction of pneumatic pressure feeding of earth and sand draws a convex arc upward.

(3)上述した排出具2は上方に開口する開口部を2つ(開口部212および開口部213)備えるものとしたが、上方に開口する開口部の数は2つに限られず、1つや3つ以上であってもよい。 (3) The discharge tool 2 described above includes two openings (openings 212 and 213) that open upward, but the number of openings that open upward is not limited to two, and one There may be three or more.

(4)上述した排出具2が備える上方に開口する開口部(開口部212および開口部213)の、土砂の空気圧送の方向における位置は図2に示した位置に限られない。上方に開口する開口部の開口する領域の少なくとも一部が、土砂が空気圧送される方向において、下方に開口する開口部211よりも搬送管9に近い位置であればよい。 (4) The positions of the openings (opening section 212 and opening section 213) that are open upward provided in the discharge tool 2 described above in the direction of pneumatic feeding of the earth and sand are not limited to the positions shown in FIG. It suffices that at least a part of the opening area of the opening that opens upward is closer to the transport pipe 9 than the opening 211 that opens downward in the direction in which earth and sand are pneumatically fed.

(5)上述した排出具2は、開口部212または開口部213から上方へと向かう土砂の飛散を防止するために、カバー27およびカバー28を備える。開口部212または開口部213から上方へと向かう土砂の量が許容できる程度に少ない場合、カバー27およびカバー28は設けられなくてもよい。その場合、排気管25および排気管26も設けられなくてもよい。 (5) The discharging tool 2 described above includes a cover 27 and a cover 28 in order to prevent scattering of earth and sand from the opening 212 or the opening 213 upward. When the amount of earth and sand going upward from the opening 212 or the opening 213 is small to an acceptable level, the cover 27 and the cover 28 may not be provided. In that case, the exhaust pipe 25 and the exhaust pipe 26 may not be provided.

(6)上述した排出具2は、耐久性を高めるために、板状部23の下流側の端面を塞ぐように板状部23に連結された板状部24を備える。筒状部21の強度が十分である場合、板状部24は設けられなくてもよい。 (6) The discharge tool 2 described above includes a plate-like portion 24 connected to the plate-like portion 23 so as to close the end face on the downstream side of the plate-like portion 23 in order to enhance durability. When the strength of the cylindrical portion 21 is sufficient, the plate-like portion 24 may not be provided.

(7)上述した排出具2は、耐久性を高めるために、板状部23の開口部211より下流側に、全周において開口しない領域を備える。筒状部21の強度が十分である場合、排出具1の筒状部11と同様に、開口部211が筒状部21の下流側の端部まで達する構成が採用されてもよい。 (7) In order to improve durability, the discharge tool 2 mentioned above is provided with the area | region which does not open in the perimeter downstream from the opening part 211 of the plate-shaped part 23. FIG. When the strength of the tubular portion 21 is sufficient, a configuration in which the opening 211 reaches the end portion on the downstream side of the tubular portion 21 may be employed as in the tubular portion 11 of the discharge tool 1.

(8)上述した排出具1または排出具2が備える構成部の形状、個数、大きさ、位置等は適宜変更されてもよい。例えば、開口部111等の大きさや、板状部13等の角度等は、空気圧送されてくる土砂を下方の打設位置へと減勢しつつ導く限り、適宜変更されてもよい。 (8) The shape, number, size, position, and the like of the components included in the discharge tool 1 or the discharge tool 2 described above may be changed as appropriate. For example, the size of the opening 111 and the like, the angle of the plate-like portion 13 and the like may be appropriately changed as long as the pneumatically fed earth and sand are guided while being depressurized to the lower placement position.

1…排出具、2…排出具、9…搬送管、11…筒状部、12…鍔状部、13…板状部、21…筒状部、22…鍔状部、23…板状部、24…板状部、25…排気管、26…排気管、27…カバー、28…カバー、91…鍔状部、111…開口部、121…ネジ孔、211…開口部、212…開口部、213…開口部 DESCRIPTION OF SYMBOLS 1 ... Discharge tool, 2 ... Discharge tool, 9 ... Conveyance pipe, 11 ... Cylindrical part, 12 ... Saddle-like part, 13 ... Plate-like part, 21 ... Cylindrical part, 22 ... Saddle-like part, 23 ... Plate-like part , 24 ... plate-like part, 25 ... exhaust pipe, 26 ... exhaust pipe, 27 ... cover, 28 ... cover, 91 ... bowl-like part, 111 ... opening part, 121 ... screw hole, 211 ... opening part, 212 ... opening part 213 ... opening

Claims (4)

土砂を空気圧送する管の出口側の端部に取り付けられ、使用状態における下方に開口する開口部を有する筒状部と、
前記筒状部の内側に配置され、前記土砂が空気圧送される方向との間に下方に鈍角を成す板状部と
を備え、
前記筒状部の前記開口部の少なくとも一部の上方に、前記板状部の少なくとも一部が配置されている
土砂の排出具。
A cylindrical portion attached to an end portion on the outlet side of a pipe that pneumatically feeds earth and sand, and having an opening that opens downward in use,
A plate-like portion that is disposed inside the tubular portion and forms an obtuse angle downward with respect to the direction in which the earth and sand is pneumatically fed;
At least a part of the plate-like part is disposed above at least a part of the opening part of the cylindrical part.
前記筒状部は、前記土砂が空気圧送される方向において前記開口部よりも前記管から遠い位置に、全周において開口していない領域を有する
請求項1に記載の排出具。
The discharge tool according to claim 1, wherein the cylindrical portion has a region that is not open in the entire circumference at a position farther from the tube than the opening in the direction in which the earth and sand are pneumatically fed.
前記筒状部の前記管から遠い側の端面を塞ぐように前記筒状部に連結された板状部を備える
請求項2に記載の排出具。
The discharge tool according to claim 2, further comprising a plate-like portion connected to the tubular portion so as to close an end surface of the tubular portion far from the tube.
前記筒状部は、使用状態における上方に開口し、当該開口する領域の少なくとも一部が、前記土砂が空気圧送される方向において前記開口部よりも前記管に近い位置である開口部を有する
請求項1乃至3のいずれか1項に記載の排出具。
The cylindrical portion has an opening that opens upward in a use state, and at least a part of the opening region is located closer to the pipe than the opening in the direction in which the earth and sand are pneumatically fed. Item 4. The discharge tool according to any one of Items 1 to 3.
JP2014001530U 2014-03-26 2014-03-26 Earth and sand discharging tool Expired - Lifetime JP3191063U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019196596A (en) * 2018-05-08 2019-11-14 東亜建設工業株式会社 Energy absorber for solidified soil mixed in pipe, and installation method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019196596A (en) * 2018-05-08 2019-11-14 東亜建設工業株式会社 Energy absorber for solidified soil mixed in pipe, and installation method using the same
JP7044626B2 (en) 2018-05-08 2022-03-30 東亜建設工業株式会社 A device for reducing the energy of mixed solidified soil in a pipe and a method of placing it using this

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