JP6304540B2 - Construction management system used for high-pressure jet mixing method - Google Patents

Construction management system used for high-pressure jet mixing method Download PDF

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JP6304540B2
JP6304540B2 JP2014087528A JP2014087528A JP6304540B2 JP 6304540 B2 JP6304540 B2 JP 6304540B2 JP 2014087528 A JP2014087528 A JP 2014087528A JP 2014087528 A JP2014087528 A JP 2014087528A JP 6304540 B2 JP6304540 B2 JP 6304540B2
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injection
management system
air
mud
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JP2015206214A (en
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壽一 伊勢
壽一 伊勢
耕介 森田
耕介 森田
昌利 宇野
昌利 宇野
龍治 斉藤
龍治 斉藤
直哉 小柳
直哉 小柳
由貴 木村
由貴 木村
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Shimizu Corp
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本発明は、地盤中に硬化材を噴射して攪拌混合することにより当該地盤中に改良体を造成する高圧噴射撹拌工法に用いる施工管理システムに関する。   The present invention relates to a construction management system for use in a high-pressure jet agitation method in which an improved body is created in the ground by spraying a hardener into the ground and mixing with stirring.

従来、改良対象地盤中に硬化材を噴射させて混合攪拌することによって改良体を造成する高圧噴射攪拌工法が知られている(例えば、特許文献1参照)。
このような高圧噴射攪拌工法は、例えば注入ロッドを地中に挿入し、超高圧硬化材と圧縮空気を圧入するとともに、注入管先端の噴射孔から地盤に向けて噴射することによって、噴射孔の周囲の地盤を切削し、噴射した硬化材と切削土砂とが混合して、その領域の地盤を改良するものである。
2. Description of the Related Art Conventionally, a high-pressure jet stirring method is known in which a hardened material is injected into a ground to be improved and mixed and stirred to create an improved body (see, for example, Patent Document 1).
Such a high-pressure jet agitation method, for example, inserts an injection rod into the ground, presses in an ultra-high pressure hardened material and compressed air, and injects the injection hole from the injection hole at the tip of the injection pipe toward the ground. The surrounding ground is cut, and the injected hardened material and the cut soil are mixed to improve the ground in the region.

ここで、高圧噴射撹拌工法の場合には、超高圧噴流水で地盤を切削し、その切削スライム(排泥)をエアリフト作用によって注入ロッドの周囲から地表へ排出するため、高圧噴流のエネルギーが地盤中に残存しない機構となっている。そして、通常は、注入ロッドの挿入箇所に地盤改良装置、すなわち注入ロッドの挿入装置を設置し、注入ロッドを挿通させるための貫通孔の上部に排泥を一時的に溜めるピットを設け、このピット内に排出された排泥をバキューム車から延長された配管によって吸引して処理している。   Here, in the case of the high-pressure jet agitation method, the ground is cut with ultra-high pressure jet water, and the cutting slime (mud) is discharged from the periphery of the injection rod to the ground surface by the air lift action. The mechanism does not remain inside. Usually, a ground improvement device, i.e., an injection rod insertion device is installed at the insertion point of the injection rod, and a pit for temporarily collecting waste mud is provided above the through hole for inserting the injection rod. The mud discharged inside is sucked and processed by piping extended from the vacuum car.

特開2007−77739号公報JP 2007-77739 A

しかしながら、上述した従来の高圧噴射撹拌工法では、以下のような問題があった。
例えば地上タンク等の基礎(構造物)の直下において地盤改良が施工される場合には、そのタンクの底部と基礎との間の作業空間に地盤改良装置を設置して施工されるが、その基礎を削って排泥用のピットを設けることが構造上できない。そのため、ピットの無い状態で施工を行うことになるが、地中から上がってくる排泥はエアリフト作用が働いて周囲に飛散するため、飛散を防止するための養生設備を設ける必要があるうえ、周囲の清掃に手間と時間がかかるという問題があった。
However, the conventional high-pressure jet stirring method described above has the following problems.
For example, when ground improvement is performed directly under a foundation (structure) such as a ground tank, the ground improvement device is installed in the work space between the bottom of the tank and the foundation. It is structurally impossible to provide a pit for sludge by shaving. Therefore, construction will be done without pits, but since the mud that rises from the ground is scattered by the air lift action, it is necessary to provide a curing facility to prevent scattering, There was a problem that it took time and effort to clean the surroundings.

また、構造物直下で高圧噴射撹拌工法を実施する場合において、排泥流路が詰まるといった異常が生じ、正常な排泥が行われずに閉塞すると、注入ロッドの噴射孔付近での地中圧力が上昇し、高圧噴流のエネルギーが地盤中に残存することになり、周囲地盤が隆起したり、セメントミルクの噴発等が発生するおそれがあった。そのため、排泥の噴出状況を作業員が目視で行っているが、施工中、常時監視する必要があることから、その点で改善の余地があった。   In addition, when the high-pressure jet agitation method is carried out directly under the structure, abnormalities such as clogging of the mud flow path occur, and if normal mud is not blocked, the underground pressure near the injection hole of the injection rod is reduced. As a result, the energy of the high-pressure jet flow remains in the ground, and there is a possibility that the surrounding ground may be raised or cement milk may be ejected. For this reason, the worker is visually inspecting the discharge of waste mud, but there is room for improvement in this respect because it is necessary to constantly monitor during construction.

本発明は、上述する問題点に鑑みてなされたもので、簡単な方法で圧縮空気の供給風量を常時検出し、その供給風量の異常を確認できるので、周囲地盤の隆起や硬化材の噴発を防止することができる高圧噴射撹拌工法に用いる施工管理システムを提供することを目的とする。   The present invention has been made in view of the above-described problems, and can constantly detect the supply air volume of compressed air by a simple method and confirm the abnormality of the supply air volume. An object of the present invention is to provide a construction management system for use in a high-pressure jet agitation method capable of preventing the above-described problem.

上記目的を達成するため、本発明に係る高圧噴射撹拌工法に用いる施工管理システムは、先端部に噴射孔を備えた注入ロッドを地盤に挿入し、該注入ロッドを回転させながら前記噴射孔から圧縮空気と共に硬化材を噴射して、地盤中に柱状の改良体を造成する高圧噴射撹拌工法に用いられる施工管理システムであって、前記注入ロッドに接続され、硬化材に噴射圧力を付与する前記圧縮空気を供給するエア供給部と、該エア供給部の供給風量を検出する風量検出部と、該風量検出部で検出された風量値を設定基準値と比較した結果に基づいて信号を発信する信号発信部と、を備え、前記注入ロッドに沿う地中排泥部の上端には、エア抜き管と地上排泥管とを分岐する分岐部が設けられ、前記分岐部には、排泥中の異物を回収する異物回収部を備え、該異物回収部から前記エア抜き管と前記地上排泥管とが分岐されていることを特徴としている。 In order to achieve the above object, the construction management system used for the high-pressure jet agitation method according to the present invention inserts an injection rod having an injection hole at the tip into the ground, and compresses the injection rod while rotating the injection rod. A construction management system used in a high-pressure jet agitation method in which a hardened material is jetted together with air to form a columnar improved body in the ground, the compression being connected to the injection rod and applying a jet pressure to the hardened material An air supply unit that supplies air, an air volume detection unit that detects the supply air volume of the air supply unit, and a signal that transmits a signal based on the result of comparing the air volume value detected by the air volume detection unit with a set reference value A branch part for branching the air vent pipe and the ground drain mud pipe is provided at the upper end of the underground mud drain section along the injection rod. A foreign matter collection unit that collects foreign matter For example, the said air vent pipe from the foreign matter collecting portion the ground waste mud pipe is characterized in that it is branched.

本発明では、噴射に必要な圧縮空気の供給風量を風量検出部で常時検出することができ、その検出された風量値と予め設定された設定基準値とを比較し、例えば前記風量値が設定基準値よりも下回る場合に信号発信部によって信号を発信させることができる。そして、その発信された信号に基づいて、硬化材の噴射及び圧縮空気の供給を手動又は自動で停止させることが可能となる。そのため、排泥流路で詰まりが生じ、注入ロッドの噴射孔付近での地中圧力が上昇したときに、速やかに硬化材の噴射及び圧縮空気の供給が停止されるので、高圧噴流のエネルギーが地盤中に残存して地盤が隆起したり、硬化材の噴発を防止することができる。とくに、構造物直下で施工される場合には、構造物自体の隆起を抑えることができ、効果的である。
また、本発明の場合には、分岐部で分岐されたエア抜き管によって地中から排出される排泥中の高圧のエアが排出されるので、排泥の吸い込み過ぎを防止することができる。
さらに、本発明では、改良する地盤中に木片等の異物が介在している場合に、排泥と共に排出される異物を地中排泥部の上端に設けられる分岐部の異物回収部で回収することができる。そのため、分岐部に接続される地上排泥管に異物が流入するのを防止することができ、地上排泥管が異物によって詰まることによる時間のかかる復旧作業が不要となり、作業効率の向上を図ることができる。
In the present invention, the supply air volume of compressed air necessary for injection can be constantly detected by the air volume detector, and the detected air volume value is compared with a preset reference value, for example, the air volume value is set. A signal can be transmitted by the signal transmission unit when it is lower than the reference value. And based on the transmitted signal, it becomes possible to stop the injection of the curing material and the supply of compressed air manually or automatically. Therefore, when clogging occurs in the drainage flow path and the underground pressure in the vicinity of the injection hole of the injection rod rises, the injection of the hardener and the supply of compressed air are immediately stopped, so the energy of the high-pressure jet is reduced. It can remain in the ground and the ground can be raised or the hardened material can be prevented from being ejected. In particular, when it is constructed directly under the structure, the bulge of the structure itself can be suppressed, which is effective.
In the case of the present invention, since the high-pressure air in the mud discharged from the ground is discharged by the air vent pipe branched at the branching portion, it is possible to prevent excessive suction of the mud.
Furthermore, in the present invention, when a foreign matter such as a piece of wood is present in the ground to be improved, the foreign matter discharged together with the waste mud is collected by the foreign matter collecting portion of the branch portion provided at the upper end of the underground waste mud portion. be able to. As a result, foreign matter can be prevented from flowing into the ground mud pipe connected to the branching portion, and time-consuming recovery work due to the ground mud pipe being clogged with foreign matter is unnecessary, thereby improving work efficiency. be able to.

また、本発明では、エア供給量を信号発信部による信号で確認することができるので、従来のように排泥の噴出状況を作業員が目視で常時監視を行う必要がなくなるという利点がある。   Further, according to the present invention, since the air supply amount can be confirmed by a signal from the signal transmission unit, there is an advantage that it is not necessary for the worker to always visually monitor the discharge state of the mud as in the conventional case.

また、本発明に係る高圧噴射撹拌工法に用いる施工管理システムは、前記信号発信部で発信された信号に基づいて前記エア供給部による前記硬化材の噴射及び前記圧縮空気の供給を停止する制御部が設けられていることが好ましい。   Moreover, the construction management system used for the high-pressure jet agitation method according to the present invention includes a control unit that stops the injection of the hardened material and the supply of the compressed air by the air supply unit based on a signal transmitted from the signal transmission unit. Is preferably provided.

この場合には、信号発信部で信号が発信されると同時に、硬化材の噴射及びエア供給部での圧縮空気の供給を制御部で自動的に停止させる制御を行うことができる。そのため、作業員が前述の信号を確認したときでも、エア供給部による圧縮空気の供給を停止する作業を行う必要がなくなることから、停止忘れや遅れを防ぐことができる。   In this case, at the same time as the signal is transmitted by the signal transmission unit, the control unit can automatically stop the injection of the curing material and the supply of compressed air by the air supply unit. For this reason, even when the worker confirms the above-mentioned signal, it is not necessary to perform an operation of stopping the supply of compressed air by the air supply unit, so that forgetting to stop or delay can be prevented.

また、本発明に係る高圧噴射撹拌工法に用いる施工管理システムは、前記異物回収部には、開閉可能な蓋体が設けられていることが好ましい。 Also, construction management system for use in high-pressure injection stirring method according to the present invention, the foreign matter collecting portion is preferably openable lid is provided.

本発明では、異物回収部には蓋体が設けられているので、供給風量の検出に伴い前述の信号が発信されたときに、硬化材の噴射及び圧縮空気の供給を停止させ、蓋体を開けて異物回収部内の異物を簡単に取り出すことができる。 In the present invention, since the foreign body recovery unit is provided with a lid, when the aforementioned signal is transmitted along with the detection of the supply air volume, the injection of the curing material and the supply of compressed air are stopped, and the lid is The foreign matter in the foreign matter collection part can be easily taken out by opening.

また、本発明に係る高圧噴射撹拌工法に用いる施工管理システムは、前記注入ロッドに沿う地中排泥部に接続される地上排泥管には、少なくとも一部が外部から管内を目視可能な透明管が配設されていることが好ましい。   Moreover, the construction management system used for the high-pressure jet agitation method according to the present invention is such that at least a part of the ground mud pipe connected to the underground mud section along the injection rod can be visually observed from the outside. A tube is preferably provided.

この場合には、地上排泥管の詰まりを透明管から目視により確認することができ、詰まりを早期に発見できるという利点がある。   In this case, there is an advantage that the clogging of the ground drainage pipe can be visually confirmed from the transparent pipe, and the clogging can be detected at an early stage.

本発明の高圧噴射撹拌工法に用いる施工管理システムによれば、簡単な方法で圧縮空気の供給風量を常時検出し、その供給風量の異常を確認できるので、周囲地盤の隆起や硬化材の噴発を防止することができる。   According to the construction management system used for the high-pressure jet agitation method of the present invention, it is possible to constantly detect the supply air volume of compressed air with a simple method and confirm the abnormality of the supply air volume. Can be prevented.

本発明の実施の形態による高圧噴射撹拌工法に用いる施工管理システムの構成を模式的に示した図である。It is the figure which showed typically the structure of the construction management system used for the high-pressure jet stirring method by embodiment of this invention. 図1に示す分岐部の斜視図である。It is a perspective view of the branch part shown in FIG. 分岐部の側面図である。It is a side view of a branch part. 分岐部の平面図である。It is a top view of a branch part. 図4に示すA−A線矢視図であって、(a)は蓋体を閉じた分岐部の図、(b)は蓋体を開いた分岐部の図である。It is an AA arrow directional view shown in FIG. 4, (a) is a figure of the branch part which closed the cover body, (b) is a figure of the branch part which opened the cover body.

以下、本発明の実施の形態による高圧噴射撹拌工法に用いる施工管理システムについて、図面に基づいて説明する。   Hereinafter, the construction management system used for the high-pressure jet stirring method according to the embodiment of the present invention will be described based on the drawings.

図1の符号1は、本実施の形態による施工管理システムは、先端部に噴射孔4aを備えた注入ロッド4を地盤Gに挿入し、この注入ロッド4を回転させながら噴射孔4aから圧縮空気と共に硬化材Nを噴射して、地盤G中に柱状の地盤改良体Kを造成する高圧噴射撹拌工法に用いられる。
ここで、本実施の形態の高圧噴射撹拌工法は、基礎10上でその基礎10にボーリング孔11を削孔し、そのボーリング孔11を用いて基礎10直下の地盤Gを改良する一例を示している。
Reference numeral 1 in FIG. 1 indicates that the construction management system according to the present embodiment inserts an injection rod 4 having an injection hole 4a at the tip into the ground G, and rotates the injection rod 4 while compressing air from the injection hole 4a. At the same time, it is used in a high-pressure jet agitation method in which a hardening material N is sprayed to form a columnar ground improvement body K in the ground G.
Here, the high-pressure jet agitation method of the present embodiment shows an example in which a boring hole 11 is drilled in the base 10 on the base 10 and the ground G just below the base 10 is improved using the boring hole 11. Yes.

本実施の形態の高圧噴射撹拌工法は、先端ビットを装着した注入ロッド4を地盤G内に貫入させるための地盤改良装置1と、ミキサ21から注入ロッド4内へ硬化材Nを送り込むための高圧ポンプ2と、硬化材Nとともに圧縮空気を注入ロッド4内に送り込むコンプレッサ3と、排泥を処理するバキューム車6と、を用いて施工される。   In the high-pressure jet agitation method of the present embodiment, the ground improvement device 1 for penetrating the injection rod 4 fitted with the tip bit into the ground G, and the high pressure for feeding the hardening material N into the injection rod 4 from the mixer 21. It is constructed by using the pump 2, the compressor 3 for sending the compressed air together with the hardening material N into the injection rod 4, and the vacuum wheel 6 for treating the discharged mud.

地盤改良装置1は、基礎10上に設けられ、所定の深さまで貫入させたときに、高圧ポンプ2によって注入ロッド4の噴射孔4aへ向けて硬化材Nを圧入して高圧噴射させる構成となっている。つまり、噴射孔4aより硬化材Nを高圧噴射させつつ、注入ロッド4を回転させることで、注入ロッド4の周囲に地盤改良体Kが形成されることになる。   The ground improvement device 1 is provided on the foundation 10 and is configured to press the hardened material N into the injection hole 4a of the injection rod 4 and inject the high pressure by the high pressure pump 2 when penetrating to a predetermined depth. ing. That is, the ground improvement body K is formed around the injection rod 4 by rotating the injection rod 4 while high-pressure injection of the hardened material N from the injection hole 4a.

施工管理システムは、注入ロッド4に接続され、硬化材Nに噴射圧力を付与する圧縮空気を供給するエア供給部(上記コンプレッサ3)と、コンプレッサ3の供給風量を検出する風量検出部31と、風量検出部31で検出された風量値を設定基準値と比較した結果に基づいて信号を発信する信号発信部32と、を備えている。   The construction management system is connected to the injection rod 4, and supplies an air supply unit (compressor 3) for supplying compressed air for applying an injection pressure to the hardened material N; an air volume detection unit 31 for detecting the supply air volume of the compressor 3; A signal transmission unit 32 configured to transmit a signal based on a result of comparing the air flow value detected by the air flow detection unit 31 with a set reference value.

注入ロッド4に沿う地中排泥部(ボーリング孔11)の上端には、エア抜き管51と地上排泥管52とを分岐する分岐部5が設けられている。分岐部5は、図2乃至図4に示すように、注入ロッド4を挿通可能なロッド支持部53と、エア抜き管51と地上排泥管52を接続するための口部5a、5bを有する開閉可能な本体54と、を備えている。   At the upper end of the underground mud draining part (boring hole 11) along the injection rod 4, a branching part 5 for branching the air vent pipe 51 and the ground mud pipe 52 is provided. As shown in FIGS. 2 to 4, the branch portion 5 has a rod support portion 53 through which the injection rod 4 can be inserted, and mouth portions 5 a and 5 b for connecting the air vent pipe 51 and the ground mud pipe 52. And a body 54 that can be opened and closed.

ロッド支持部53は、箱状の本体54の上流側において、上下面に対向して設けられる板部材53A、53Bを有している。上板部材53Aは、注入ロッド4が挿通可能な第1開口53aが形成されている。下板部材53Bは、ボーリング孔11と略同径の第2開口53bが形成されている。つまり、ボーリング孔11内で注入ロッド4の外周側の隙間を排泥(スライム)の流路となり、その排泥が分岐部5の本体54内に流入し、本体54に接続されるエア抜き管51によってエアが排出され、流入された排泥が地上排泥管52を介してバキューム車6によって吸引される。このとき、エア抜き管51によって地中から排出される排泥中の高圧のエアが排出されることで、排泥の吸い込み過ぎを防止することができる。   The rod support portion 53 has plate members 53A and 53B provided to face the upper and lower surfaces on the upstream side of the box-shaped main body 54. The upper plate member 53A has a first opening 53a through which the injection rod 4 can be inserted. The lower plate member 53B is formed with a second opening 53b having substantially the same diameter as the boring hole 11. In other words, the clearance on the outer peripheral side of the injection rod 4 in the boring hole 11 becomes a flow path for mud (slime), and the mud flows into the main body 54 of the branch portion 5 and is connected to the main body 54. The air is discharged by 51 and the inflowing mud is sucked by the vacuum wheel 6 through the ground mud pipe 52. At this time, excessive suction of the mud can be prevented by discharging the high-pressure air in the mud discharged from the ground by the air vent pipe 51.

本体54は、図4及び図5(a)、(b)に示すように、下流側部分の上面に開閉可能な蓋体55を備えており、蓋体55の開閉により本体54内の詰まりの状態を確認できるようになっている。本実施の形態の蓋体55は、一端が蝶番55aにより本体54に固定され、他端がボルト55bによって取り外し可能に設けられている。
また、本体54は、エア抜き管51を接続する第1口部5aと、地上排泥管52を接続する第2口部5bと、本実施の形態において予備として設けられる第3口部5cと、を備えている。
As shown in FIG. 4 and FIGS. 5A and 5B, the main body 54 includes a lid 55 that can be opened and closed on the upper surface of the downstream portion. You can check the status. The lid body 55 of the present embodiment is provided such that one end is fixed to the main body 54 by a hinge 55a and the other end is detachable by a bolt 55b.
In addition, the main body 54 includes a first mouth portion 5a for connecting the air vent pipe 51, a second mouth portion 5b for connecting the ground mud pipe 52, and a third mouth portion 5c provided as a spare in the present embodiment. It is equipped with.

注入ロッド4に沿う地中排泥部(ボーリング孔11)に接続される地上排泥管52には、少なくとも一部が外部から管内を目視可能な透明管56(図4参照)が配設されている。   The ground mud pipe 52 connected to the underground mud drain part (boring hole 11) along the injection rod 4 is provided with a transparent pipe 56 (see FIG. 4) at least a part of which can be visually observed from the outside. ing.

風量検出部31は、コンプレッサ3に内装され、注入ロッド4に供給する圧縮空気の風量を常時検出し、制御部7に接続されている。
信号発信部32は、制御部7に接続され、例えば発光体、警報器、表示板などの信号を発信する機能を有し、作業員が確認し易い位置に設置されている。そして、信号発信部32は、発信された信号に基づいてコンプレッサ3による圧縮空気の供給が停止されるように制御されている。
The air volume detection unit 31 is built in the compressor 3, constantly detects the air volume of the compressed air supplied to the injection rod 4, and is connected to the control unit 7.
The signal transmission unit 32 is connected to the control unit 7 and has a function of transmitting signals such as a light emitter, an alarm device, and a display board, and is installed at a position that can be easily confirmed by an operator. And the signal transmission part 32 is controlled so that supply of the compressed air by the compressor 3 is stopped based on the transmitted signal.

制御部7による圧縮空気の風量の管理方法としては、所定の風量(例えば1.5Nm/分)が予め設定した一定時間(例えば、数秒間)の間で下回ったときに、信号発信部32で信号を発するように制御するとともに、コンプレッサ3の運転を停止させる制御を行い、圧縮空気の供給を停止する。 As a method of managing the air volume of the compressed air by the control unit 7, when a predetermined air volume (for example, 1.5 Nm 3 / min) falls below a predetermined time (for example, several seconds), the signal transmission unit 32. And the control to stop the operation of the compressor 3 to stop the supply of compressed air.

次に、上述した高圧噴射撹拌工法に用いる施工管理システムの作用について、図面に基づいて説明する。
図1に示すように、先ず、図示しない削孔機を用いて基礎10の適宜な位置にボーリング孔11を形成して、基礎10の直下の地盤Gに連通させる。次いで、地盤改良装置1によってボーリング孔11内に注入ロッド4を挿入し、高圧ポンプ2で硬化材Nを高圧で注入ロッド4の噴射孔4aへ圧入するとともに、コンプレッサ3を作動させて圧縮空気を所定風量(例えば1.5Nm/分以上)で噴射孔4aに供給し、超高圧噴流水で地盤Gを掘削しつつ硬化材Nを噴射することで地盤G中に地盤改良体Kを造成する。そして、ボーリング孔11の注入ロッド4の外周側の隙間から排出される排泥(スライム)は、分岐部5を介して地上排泥管52に連結されるバキューム車6によって吸引され処理される。
Next, the effect | action of the construction management system used for the high-pressure jet stirring method mentioned above is demonstrated based on drawing.
As shown in FIG. 1, first, a boring hole 11 is formed at an appropriate position of the foundation 10 using a drilling machine (not shown) and communicated with the ground G immediately below the foundation 10. Next, the injection rod 4 is inserted into the bore hole 11 by the ground improvement device 1, the hardened material N is pressed into the injection hole 4 a of the injection rod 4 at a high pressure by the high pressure pump 2, and the compressor 3 is operated to generate compressed air. A ground improvement body K is formed in the ground G by supplying the injection hole 4a with a predetermined air volume (for example, 1.5 Nm 3 / min or more) and injecting the hardened material N while excavating the ground G with ultrahigh pressure jet water. . And the mud (slime) discharged | emitted from the clearance at the outer peripheral side of the injection rod 4 of the boring hole 11 is sucked and processed by the vacuum wheel 6 connected to the ground mud pipe 52 through the branch part 5.

本実施の形態では、噴射に必要な圧縮空気の供給風量を風量検出部31で常時検出することができ、その検出された風量値と予め設定された設定基準値とを比較し、例えば前記風量値が設定基準値よりも下回る場合に信号発信部32によって信号を発信させることができる。そして、その発信された信号に基づいて、コンプレッサ3を自動で停止させることが可能となる。つまり、信号発信部32で信号が発信されると同時に、コンプレッサ3での圧縮空気の供給を制御部7で自動的に停止させる制御が行われる。そのため、作業員が前述の信号を確認したときでも、コンプレッサ3による圧縮空気の供給を停止する作業を行う必要がなくなることから、停止忘れや遅れを防ぐことができる。   In the present embodiment, the supply air volume of compressed air necessary for injection can be constantly detected by the air volume detection unit 31, and the detected air volume value is compared with a preset reference value, for example, the air volume When the value is lower than the set reference value, the signal transmitter 32 can transmit a signal. The compressor 3 can be automatically stopped based on the transmitted signal. That is, at the same time as the signal is transmitted by the signal transmission unit 32, the control unit 7 automatically stops the supply of compressed air from the compressor 3. Therefore, even when the worker confirms the above-mentioned signal, it is not necessary to perform the work of stopping the supply of compressed air by the compressor 3, so that it is possible to prevent forgetting to stop or delay.

そのため、排泥流路(ボーリング孔11や地上排泥管52)で詰まりが生じ、注入ロッド4の噴射孔4a付近での地中圧力が上昇したときに、速やかに圧縮空気の供給が停止されるので、高圧噴流のエネルギーが地盤G中に残存して地盤Gが隆起したり、硬化材Nの噴発を防止することができる。とくに、構造物直下で施工される場合には、構造物自体の隆起を抑えることができ、効果的である。   For this reason, when the mud flow path (boring hole 11 or ground mud pipe 52) is clogged and the underground pressure in the vicinity of the injection hole 4a of the injection rod 4 rises, the supply of compressed air is quickly stopped. Therefore, the energy of the high-pressure jet remains in the ground G, so that the ground G can be raised or the hardened material N can be prevented from being ejected. In particular, when it is constructed directly under the structure, the bulge of the structure itself can be suppressed, which is effective.

また、本実施の形態では、エア供給量を信号発信部32による信号で確認することができるので、従来のように排泥の噴出状況を作業員が目視で常時監視を行う必要がなくなるという利点がある。   Moreover, in this Embodiment, since the air supply amount can be confirmed with the signal by the signal transmission part 32, the advantage that an operator does not need to always monitor visually the discharge | emission state of waste mud unlike the past. There is.

また、本実施の形態では、改良する地盤G中に木片等の異物が介在している場合に、排泥と共に排出される異物をボーリング孔11の上端に設けられる分岐部5の異物回収部54aで回収することができる。そのため、分岐部5に接続される地上排泥管52に異物が流入するのを防止することができ、地上排泥管52が異物によって詰まることによる時間のかかる復旧作業が不要となり、作業効率の向上を図ることができる。
また、異物回収部54aには蓋体55が設けられているので、供給風量の検出に伴い前述の信号が発信されたときに、高圧ポンプ2及びコンプレッサ3を停止させ、蓋体55を開けて異物回収部54a内の異物を簡単に取り出すことができる。
Further, in the present embodiment, when a foreign matter such as a piece of wood is present in the ground G to be improved, the foreign matter collecting portion 54a of the branching portion 5 provided at the upper end of the boring hole 11 removes the foreign matter discharged together with the mud. Can be recovered. For this reason, foreign matter can be prevented from flowing into the ground mud pipe 52 connected to the branch portion 5, and time-consuming recovery work due to the ground mud pipe 52 being clogged with foreign matter is not required, and work efficiency is improved. Improvements can be made.
In addition, since the foreign matter collection unit 54a is provided with a lid 55, when the above-mentioned signal is transmitted along with the detection of the supply air volume, the high pressure pump 2 and the compressor 3 are stopped and the lid 55 is opened. The foreign matter in the foreign matter collection part 54a can be easily taken out.

さらに、本実施の形態では、地上排泥管52の詰まりを透明管52aから目視により確認することができ、詰まりを早期に発見することができる。   Furthermore, in the present embodiment, clogging of the ground mud pipe 52 can be visually confirmed from the transparent pipe 52a, and clogging can be detected at an early stage.

上述のように本実施の形態による高圧噴射撹拌工法に用いる施工管理システムでは、簡単な方法で圧縮空気の供給風量を常時検出し、その供給風量の異常を確認できるので、周囲地盤の隆起や硬化材の噴発を防止することができる。   As described above, in the construction management system used in the high-pressure jet agitation method according to the present embodiment, the supply air volume of compressed air is always detected by a simple method, and abnormalities in the supply air volume can be confirmed. The eruption of the material can be prevented.

以上、本発明による高圧噴射撹拌工法に用いる施工管理システムの実施の形態について説明したが、本発明は上記の実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上述した実施の形態では、ボーリング孔11の上部に分岐部5を設けているが、このような分岐部5を設ける構成に制限されることはない。
As mentioned above, although the embodiment of the construction management system used for the high-pressure jet stirring method according to the present invention has been described, the present invention is not limited to the above-described embodiment, and can be appropriately changed without departing from the spirit thereof. is there.
For example, in the above-described embodiment, the branch portion 5 is provided on the upper portion of the boring hole 11, but the configuration is not limited to such a configuration in which the branch portion 5 is provided.

また、本実施の形態では、制御部7を設け、信号発信部32における信号の発信とともに、自動的にコンプレッサ3の作動を停止する制御を行える構成としているが、制御部7を省略することも可能である。この場合には、信号発信部32で発信された信号を作業員が確認し、手動で高圧ポンプ2及びコンプレッサ3を停止すればよい。   Further, in the present embodiment, the control unit 7 is provided so that the control for automatically stopping the operation of the compressor 3 can be performed together with the signal transmission in the signal transmission unit 32. However, the control unit 7 may be omitted. Is possible. In this case, an operator may confirm the signal transmitted by the signal transmission unit 32 and manually stop the high-pressure pump 2 and the compressor 3.

また、信号発信部32による信号の発信基準は、任意に設定することが可能である。すなわち、本実施の形態では、供給風量(例えば1.5Nm/分)が予め設定した一定時間(例えば、数秒間)の間で下回ったときを信号の発信基準とし、時間で制御を行っているが、これに限らず、ある所定の風量値以下となったときを発信基準とするように、風量値のみで制御するようにしてもよい。 Moreover, the signal transmission reference | standard by the signal transmission part 32 can be set arbitrarily. That is, in the present embodiment, when the supply air volume (for example, 1.5 Nm 3 / min) falls within a predetermined time (for example, several seconds), the signal transmission reference is used, and control is performed with time. However, the present invention is not limited to this, and the control may be performed using only the airflow value so that the transmission reference is when the airflow is equal to or lower than a predetermined airflow value.

さらに、分岐部5の構成として、異物回収部54aが設けられ、その異物回収部54aを開閉する蓋体55を備えた構成としているが、これら異物回収部54aや蓋体55を省略したものでもよい。また、本実施の形態では分岐部5に3つの口部5a、5b、5cを設け、その1つ(上記符号5cの口部)を予備としているが、この予備部の口部5cを省略してもよいし、また2つ以上の予備口部を設けた構成であってもよい。   Further, as a configuration of the branching unit 5, a foreign matter collecting unit 54a is provided and a lid 55 that opens and closes the foreign matter collecting unit 54a is provided. However, the foreign matter collecting unit 54a and the lid 55 may be omitted. Good. Further, in this embodiment, the branch portion 5 is provided with three mouth portions 5a, 5b, and 5c, and one of them (the mouth portion of the reference numeral 5c) is reserved, but the spare portion mouth 5c is omitted. Alternatively, a configuration in which two or more spare ports are provided may be used.

さらにまた、本実施の形態では、地上排泥管52の少なくとも一部に透明管56を配置しているが、この透明管56を省略してもよい。
また、本実施の形態では、基礎10の直下の地盤Gを改良する一例としているが、基礎10の無い施工条件を適用対象とすることも可能である。
Furthermore, in the present embodiment, the transparent pipe 56 is disposed on at least a part of the ground mud pipe 52, but the transparent pipe 56 may be omitted.
Moreover, in this Embodiment, although it is set as an example which improves the ground G just under the foundation 10, it is also possible to make construction conditions without the foundation 10 applicable.

その他、本発明の趣旨を逸脱しない範囲で、上記した実施の形態における構成要素を周知の構成要素に置き換えることは適宜可能である。   In addition, it is possible to appropriately replace the components in the above-described embodiments with known components without departing from the spirit of the present invention.

1 改良機本体
2 高圧ポンプ
3 コンプレッサ(エア供給部)
4 注入ロッド
4a 噴出部
5 分岐部
6 バキューム車
10 基礎
11 ボーリング孔
31 風量検出部
32 信号発信部
51 エア抜き管
52 地上排泥管
53 ロッド支持部
54 本体
54a 異物回収部
55 蓋体
56 透明管
1 Improved machine body 2 High-pressure pump 3 Compressor (air supply unit)
DESCRIPTION OF SYMBOLS 4 Injection rod 4a Ejection part 5 Branch part 6 Vacuum wheel 10 Base 11 Boring hole 31 Air volume detection part 32 Signal transmission part 51 Air vent pipe 52 Ground drainage pipe 53 Rod support part 54 Main body 54a Foreign substance collection part 55 Cover body 56 Transparent pipe

Claims (4)

先端部に噴射孔を備えた注入ロッドを地盤に挿入し、該注入ロッドを回転させながら前記噴射孔から圧縮空気と共に硬化材を噴射して、地盤中に柱状の改良体を造成する高圧噴射撹拌工法に用いられる施工管理システムであって、
前記注入ロッドに接続され、硬化材に噴射圧力を付与する前記圧縮空気を供給するエア供給部と、
該エア供給部の供給風量を検出する風量検出部と、
該風量検出部で検出された風量値を設定基準値と比較した結果に基づいて信号を発信する信号発信部と、
を備え
前記注入ロッドに沿う地中排泥部の上端には、エア抜き管と地上排泥管とを分岐する分岐部が設けられ、
前記分岐部には、排泥中の異物を回収する異物回収部を備え、該異物回収部から前記エア抜き管と前記地上排泥管とが分岐されていることを特徴とする高圧噴射撹拌工法に用いられる施工管理システム。
Inserting an injection rod with an injection hole at the tip into the ground, and rotating the injection rod to inject the hardened material together with compressed air from the injection hole to create a columnar improvement in the ground A construction management system used in the construction method,
An air supply unit connected to the injection rod and for supplying the compressed air for applying a spray pressure to the hardened material;
An air volume detection unit for detecting the supply air volume of the air supply unit;
A signal transmitter that transmits a signal based on a result of comparing the airflow value detected by the airflow detector with a set reference value;
Equipped with a,
At the upper end of the underground mud drain along the injection rod is provided with a branch that branches the air vent pipe and the ground mud pipe,
The branching section is provided with a foreign matter collecting section for collecting foreign matters in the mud, and the air vent pipe and the ground mud pipe are branched from the foreign matter collecting section. Construction management system used for
前記信号発信部で発信された信号に基づいて前記エア供給部による前記硬化材の噴射及び前記圧縮空気の供給を停止する制御部が設けられていることを特徴とする請求項1に記載の高圧噴射撹拌工法に用いられる施工管理システム。   2. The high pressure according to claim 1, further comprising a control unit configured to stop the injection of the hardened material and the supply of the compressed air by the air supply unit based on a signal transmitted from the signal transmission unit. Construction management system used for the jet agitation method. 前記異物回収部には、開閉可能な蓋体が設けられていることを特徴とする請求項1又は2に記載の高圧噴射撹拌工法に用いられる施工管理システム。 Wherein the foreign matter collecting portion, construction management system for use in high-pressure injection stirring method according to claim 1 or 2, characterized in that openable lid is provided. 前記注入ロッドに沿う地中排泥部に接続される地上排泥管には、少なくとも一部が外部から管内を目視可能な透明管が配設されていることを特徴とする請求項1乃至のいずれか1項に記載の高圧噴射撹拌工法に用いられる施工管理システム。 Wherein the ground waste mud pipe connected to ground waste sludge portion along the injection rod according to claim 1 to 3, characterized in that visible transparent tube tube at least partially from the outside is provided A construction management system used in the high-pressure jet stirring method according to any one of the above.
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