JP4545273B2 - Cylindrical hardener mixing method - Google Patents
Cylindrical hardener mixing method Download PDFInfo
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- JP4545273B2 JP4545273B2 JP2000111813A JP2000111813A JP4545273B2 JP 4545273 B2 JP4545273 B2 JP 4545273B2 JP 2000111813 A JP2000111813 A JP 2000111813A JP 2000111813 A JP2000111813 A JP 2000111813A JP 4545273 B2 JP4545273 B2 JP 4545273B2
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Description
【0001】
【発明の属する技術分野】
本発明は、円柱状硬化材混入工法に関するものである。
【0002】
【従来の技術】
従来より、図4に示すように、注入管101の下端にノズル102を注入管101の半径方向に設け、注入管101を回転上昇させながらセメントミルクなどの硬化材をノズル102より高圧で噴射させ、対象地盤に硬化材を混入させて円柱状硬化材混入層Vを造成している。
【0003】
また、図5、図6、図7、図8に示すように、複数の円柱状硬化材混入層を平面視で前後左右に規則的に配置(V101 ,V102 ,V103 ,V104 ,V105 ,V106 ,V107 ,V108 ,V109 ,V110 ,V111 ,V112 ,V113 ,V114 ,V115 ) するように施工する円柱状硬化材混入工法は既に存在している。図8は断面図で池底の下に施工した底盤で、符号103は流水防止壁、符号104は池、符号105は堤防を示す。
【0004】
【発明が解決しようとする課題】
注入管の下端にノズルを設け、注入管を回転上昇させながら硬化材をノズルより高圧で噴射させ、対象地盤に硬化材を混入させて円柱状硬化材混入層を造成し、複数の円柱状硬化材混入層を平面視で前後左右に規則的に配置するように施工する円柱状硬化材混入工法は既に存在している。
【0005】
この円柱状硬化材混入工法は、まず図5に示すようにして、流水防止壁103を造成する。なお、図5は平面図である。
【0006】
図5(a)に示すように1個の円柱状硬化材混入層の流水防止壁103を造成する。続いて、図5(b)に示すようにして第2の流水防止壁103を前記の流水防止壁103に一部接触するようにして造成する。以下、同様にして流水防止壁103を造成して、図5(c)に示す連なった流水防止壁103を造成する。
【0007】
今度は、図6に示すように、円柱状硬化材混入層V101 ,円柱状硬化材混入層V102 ,円柱状硬化材混入層V103 ,・・・と順に造成し、図7に示すように、池104の底の底盤を造成する。
【0008】
すると、図7に示すように、円柱状硬化材混入層V101 ,V102 ,V103 ,V104 ,V105 ,V106 ,V107 ,V108 ,V109 ,V110 ,V111 ,V112 ,V113 ,V114 ,V115 は、前後方向にV101 ,V102 ,V103 ,V104 ,V105 、V106 ,V107 ,V108 ,V109 ,V110 、V111 ,V112 ,V113 ,V114 ,V115 と重なり、さらに、左右方向にV111 ,V117 ,V101 、V112 ,V108 ,V102 、V113 ,V109 ,V103 、V114 ,V110 ,V104 と重なっており、ロスが多く施工効率が悪い(それでも従来は最も施工効率が良いとされている)。図7に示すように、正六角形の集積形式であり、有効造成率が82.7%となっている。
【0009】
また、図9に示すように、円柱状硬化材混入層V201 ,V202 を接合させる地中壁を造成する場合は、有効造成率が64.2%となっている。
【0010】
そこで、施工効率がよく、施工費用が安価な円柱状硬化材混入工法の開発が待たれている。
【0011】
【課題を解決するための手段】
そこで、本発明は、上記の事情に鑑み、ロスが少なく施工効率がよく、施工費用が安価なものとすべく、注入管の下端にノズルを設け、注入管を回転させながら硬化材をノズルより高圧で噴射させ、対象地盤に硬化材を混入させて円柱状硬化材混入層を造成し、複数の円柱状硬化材混入層を平面視で前後左右に規則的に配置するように施工する円柱状硬化材混入工法において、平面視で円柱状硬化材混入層を一方方向のみ重ね、他方方向は円柱状硬化材混入層が接するように施工し、かつ円柱状硬化材混入層の相隣る隙間に形成される扇状欠円柱硬化材混入層を最初に施工し、次に施工した扇状欠円柱硬化材混入層の間に円柱状硬化材混入層を施工するようにした円柱状硬化材混入工法とした。
【0013】
さらに、本発明は、施工効率がよく、施工外周速度が小さいほど到達距離が大きくなることから、施工費用を安価なものとすべく、円柱状硬化材混入層施工の際、施工外周速度が40cm/sec以下とした円柱状硬化材混入層とした。
【0014】
【発明の実施の態様】
本発明を添付する図面に示す具体的な実施例に基づいて、以下詳細に説明する。
【0015】
図1に池の底盤の施工例を示す。なお、図1は平面図である。
【0016】
まず、扇状欠円柱硬化材混入層を造成する。1個の扇状欠円柱硬化材混入層V1 を造成する。続いて、第2の扇状欠円柱硬化材混入層V2 を前記の扇状欠円柱硬化材混入層V1 に一部接触するようにして造成し、さらに、同様にして扇状欠円柱硬化材混入層V3 を造成する。
【0017】
上述のようにして扇状欠円柱硬化材混入層V1 ,V2 ,V3 を前後方向に施工する。次に、図に向かって左に隔たった位置で前後方向に扇状欠円柱硬化材混入層V4 ,V5 ,V6 を施工する。さらに、左に隔たった位置で前後方向扇状欠円柱硬化材混入層V7 ,V8 ,V9 を施工する。
【0018】
続いて、最初に施工した扇状欠円柱硬化材混入層間に円柱状硬化材混入層V10,V11,V12を施工する(この場合、右側の扇状欠円柱硬化材混入層の記載は省略してある)。その後、円柱状硬化材混入層V13,V14,V15を施工する。続いて、円柱状硬化材混入層V16,V17,V18を施工する。さらに、円柱状硬化材混入層V19,V20,V21を施工する。
【0019】
図1から分かるように、同一直径の円柱状硬化材混入層V10,V11,V12, V13,V14,V15,V16, V17,V18,V19,V20,V21を規則的に配置するように施工する。すなわち、平面視で前後方向に重なるように複数列配置し、左右方向には円柱状硬化材混入層が接するように配置する。
【0020】
扇状欠円柱硬化材混入層V1 ,V2 ,V3 ,V4 , V5 ,V6 ,V7 ,V8 ,V9 の中心点11,12,13,14,15,16,17,18,19は、前記円柱状硬化材混入層V10,V13、V11,V14、V12,V15、V13,V16、V14,V17、V15,V18、V16,V19、V17,V20、V18,V21の接点である。
【0021】
扇状欠円柱硬化材混入層V1 ,V2 ,V3 ,V4 , V5 ,V6 ,V7 ,V8 ,V9 は、図2に示す注入管21を回転させてノズル22より硬化材を高圧で噴射して施工する。注入管21の回転角θは60°であり、ノズル22は注入管21の対向する位置に設け、両側(前後側)に同時に施工することができる。また、ノズル21を注入管21の片側だけに設け、片側が完了後、他側を施工させるようにすることもできる。本発明の有効造成率は89.1%で、従来の82.7%より6.4%優れている。
【0022】
また、図3に示すように、扇状欠円柱硬化材混入層V31,V32、V33を造成し、その後、円柱状硬化材混入層V34,V35,V36,V37を造成する。地中壁造成の場合は、有効造成率が82.6%となり、従来の64.2%より、18.4%優れている。
【0023】
扇状欠円柱硬化材混入層の施工を円柱状硬化材混入層の施工に先がけて行うのは、次の理由による。
【0024】
円柱状硬化材混入層は同一直径(例えば300cm)になることを想定して、硬化材の噴射圧力(400kgf/cm2 )、外周速度(40cm/sec以下)を同一に設定して施工している。
【0025】
しかしながら、対象地盤の土質は均一でないため、想定した直径(例えば300cm)以上になることがある。施工した円柱状硬化材混入層の直径を確認することができないため、想定した直径より大きい直径に施工した場合、後から施工する円柱状硬化材混入層施工で既に硬化材が混入されていて硬化材が地盤に混入できない箇所が出てくる。それで、予め扇状欠円柱硬化材混入層を、円柱状硬化材混入層施工予定箇所の両側に施工しておき、円柱状硬化材混入層直径が想定の直径より大きくならないようにしておく。
【0026】
施工効率は、施工面積(円柱状硬化材混入層の直径)と施工外周(最外周)速度の兼ね合いによって決定される。
【0027】
従来の円柱状硬化材混入層の直径は、通常180cm〜200cm程度で施工外周速度は50cm/sec以上であった。
【0028】
本発明では、施工外周速度を40cm/sec以下(標準20cm/sec)の遅い速度に落とし、直径を従来より大径の400cmも可能とし、施工効率を上げるようにした。
【0029】
【発明の効果】
本発明は、上述のように、注入管の下端にノズルを設け、注入管を回転させながら硬化材をノズルより高圧で噴射させ、対象地盤に硬化材を混入させて円柱状硬化材混入層を造成し、複数の円柱状硬化材混入層を平面視で前後左右に規則的に配置するように施工する円柱状硬化材混入工法において、平面視で円柱状硬化材混入層を一方方向のみ重ね、他方方向は円柱状硬化材混入層が接するように施工する円柱状硬化材混入工法であるので、施工のロスが少なく施工効率が良く、施工費用が従来の円柱状硬化材混入工法に比してかなり安価なものとなる。
【0030】
また、本発明は、円柱状硬化材混入層の相隣る隙間に形成される扇状欠円柱硬化材混入層を最初に施工し、次に施工した扇状欠円柱硬化材混入層の間に円柱状硬化材混入層を施工するようにした円柱状硬化材混入工法であるので、施工効率が良く、施工費用が安価なものとなる。
【0031】
さらに、本発明は、円柱状硬化材混入層施工の際、施工外周速度が40cm/sec以下とした円柱状硬化材混入工法であるので、施工効率が良く、施工費用が安価なものとなる。
【図面の簡単な説明】
【図1】本発明の池の底の底盤全体を示す平面図である。
【図2】本発明の注入管を示す正面図である。
【図3】本発明の地中壁の模式図である。
【図4】従来の円柱状硬化材混入層の施工を示す斜視図である。
【図5】従来の流水防止壁の造成順序を説明する平面図である。
【図6】従来の円柱状硬化材混入層の造成順序を説明する平面図である。
【図7】従来の池の底の底盤全体を示す断面図である。
【図8】図7のVII −VII 断面図である。
【図9】従来の地中壁の模式図である。
【符号の説明】
11・12・13・14・15・16・17・18・19…中心点
V1 ,V2 ,V3 ,V4 V5 ,V6 ,V7 ,V8 ,V9 ,V31,V32,V33 …扇状欠円柱硬化材混入層
V10,V11,V12, V13,V14,V15,V16, V17,V18,V19,
V20,V21,V34, V35, V36, V37…円柱状硬化材混入層[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a columnar hardening material mixing method.
[0002]
[Prior art]
Conventionally, as shown in FIG. 4, a
[0003]
Also, as shown in FIGS. 5, 6, 7, and 8, a plurality of cylindrical hardener mixed layers are regularly arranged on the front, rear, left, and right in a plan view (V 101 , V 102 , V 103 , V 104 , V 105 , V 106 , V 107 , V 108 , V 109 , V 110 , V 111 , V 112 , V 113 , V 114 , V 115 ) There is already a column-shaped hardening material mixing method. . FIG. 8 is a cross-sectional view showing a bottom panel constructed under the pond bottom, where
[0004]
[Problems to be solved by the invention]
A nozzle is provided at the lower end of the injection tube, and while rotating the injection tube, the hardener is sprayed at a high pressure from the nozzle, and the hardened material is mixed into the target ground to create a cylindrical hardener mixed layer, and multiple cylindrical hardening There is already a columnar hardening material mixing method for constructing the material mixing layer so that the material mixing layer is regularly arranged in front, rear, left and right in a plan view.
[0005]
In this columnar hardening material mixing method, first, as shown in FIG. FIG. 5 is a plan view.
[0006]
As shown in FIG. 5 (a), the flowing
[0007]
This time, as shown in FIG. 6, a cylindrical hardener mixed layer V 101 , a cylindrical hardener mixed layer V 102 , a cylindrical hardener mixed layer V 103 ,... Are formed in this order, as shown in FIG. Next, the bottom plate of the
[0008]
Then, as shown in FIG. 7, cylindrical hardener mixed layers V 101 , V 102 , V 103 , V 104 , V 105 , V 106 , V 107 , V 108 , V 109 , V 110 , V 111 ,
[0009]
Further, as shown in FIG. 9, when the construct a underground walls for joining a cylindrical cured material mixed layer V 201, V 202, the effective reclamation rate becomes 64.2%.
[0010]
Therefore, development of a method for mixing cylindrical hardeners with high construction efficiency and low construction costs is awaited.
[0011]
[Means for Solving the Problems]
Therefore, in view of the above circumstances, the present invention is provided with a nozzle at the lower end of the injection pipe to reduce the loss, to improve the construction efficiency and to reduce the construction cost, and to remove the hardening material from the nozzle while rotating the injection pipe. A cylindrical shape that is sprayed at a high pressure to form a cylindrical hardened material mixed layer by mixing hardened material in the target ground, and to arrange multiple cylindrical hardened material mixed layers regularly in front, back, left, and right in plan view In the hardened material mixing method, the cylindrical hardened material mixed layer is overlapped only in one direction in plan view, and the other direction is constructed so that the cylindrical hardened material mixed layer is in contact , and in the adjacent gap of the cylindrical hardened material mixed layer The cylindrical hardened material mixture layer was constructed by first constructing the fan-shaped notched cylindrical hardener mixed layer to be formed, and then constructing the cylindrical hardened material mixed layer between the applied fan-shaped cylindrical hardened material mixed layers . .
[0013]
Furthermore, the present invention has a higher construction efficiency, and the smaller the work outer peripheral speed, the larger the reachable distance. Therefore, in order to reduce the construction cost, the work outer peripheral speed is 40 cm when constructing the cylindrical hardener mixed layer. It was set as the column-shaped hardening material mixing layer made into / sec or less.
[0014]
BEST MODE FOR CARRYING OUT THE INVENTION
The present invention will be described in detail below based on specific embodiments shown in the accompanying drawings.
[0015]
Fig. 1 shows an example of construction of a pond bottom. FIG. 1 is a plan view.
[0016]
First, a fan-shaped notched cylindrical hardener mixed layer is formed. One fan-shaped notched cylindrical hardener mixed layer V 1 is formed. Subsequently, the second fan-shaped notch cylindrical hardener mixed layer V 2 is formed so as to be partially in contact with the fan-shaped notch cylindrical hardener mixed layer V 1. to construct a V 3.
[0017]
As described above, the fan-shaped broken cylindrical hardened material mixed layers V 1 , V 2 , V 3 are applied in the front-rear direction. Next, fan-shaped notched cylindrical hardener mixed layers V 4 , V 5 , V 6 are applied in the front-rear direction at positions spaced leftward in the figure. Further, the front and rear fan-shaped cylindrical hardened material mixed layers V 7 , V 8 , and V 9 are applied at positions separated to the left.
[0018]
Subsequently, the cylindrical hardened material mixed layers V 10 , V 11 , and V 12 are applied between the first fan-shaped cylindrical hardened material mixed layers (in this case, the description of the right-side fan-shaped cylindrical hardened material mixed layer is omitted). ) Thereafter, the cylindrical hardener mixed layers V 13 , V 14 and V 15 are applied. Subsequently, columnar hardening material mixed layers V 16 , V 17 and V 18 are applied. Further, the cylindrical hardener mixed layers V 19 , V 20 and V 21 are applied.
[0019]
As can be seen from FIG. 1, cylindrical hardened material mixed layers V 10 , V 11 , V 12 , V 13 , V 14 , V 15 , V 16 , V 17 , V 18 , V 19 , V 20 , V of the same diameter. Work to arrange 21 regularly. That is, it arrange | positions so that it may overlap with the front-back direction in planar view, and it arrange | positions so that a cylindrical hardening material mixing layer may contact | connect in the left-right direction.
[0020]
The center points 11, 12, 13, 14, 15 , 16 , 17 , and 17 of the fan-shaped broken cylindrical hardener mixed layers V 1 , V 2 , V 3 , V 4 , V 5 , V 6 , V 7 , V 8 , V 9 , 18 and 19, the cylindrical cured material mixed layer V 10, V 13, V 11 ,
[0021]
The fan-shaped notched cylindrical hardener mixed layer V 1 , V 2 , V 3 , V 4 , V 5 , V 6 , V 7 , V 8 , V 9 is cured from the
[0022]
Further, as shown in FIG. 3, fan-shaped notched cylindrical hardener mixed layers V 31 , V 32 and V 33 are formed, and then cylindrical hardener mixed layers V 34 , V 35 , V 36 and V 37 are formed. . In the case of underground wall creation, the effective creation rate is 82.6%, which is 18.4% better than the conventional 64.2%.
[0023]
The construction of the fan-shaped notched cylindrical hardener mixed layer prior to the construction of the cylindrical hardener mixed layer is performed for the following reason.
[0024]
Assuming that the cylindrical hardener mixed layers have the same diameter (for example, 300 cm), set the injection pressure (400 kgf / cm 2 ) and the outer peripheral speed (40 cm / sec or less) of the hardener to be the same. Yes.
[0025]
However, since the soil quality of the target ground is not uniform, it may be larger than the assumed diameter (for example, 300 cm). Since it is not possible to confirm the diameter of the applied cylindrical hardened material mixed layer, when it is applied to a diameter larger than the assumed diameter, the hardened material is already mixed in the hardened cylindrical hardened material mixed layer applied later and hardened. There will be places where materials cannot be mixed into the ground. Therefore, the fan-shaped notched cylindrical hardened material mixed layer is preliminarily applied on both sides of the planned location of the cylindrical hardened material mixed layer construction so that the diameter of the cylindrical hardened material mixed layer does not become larger than the assumed diameter.
[0026]
The construction efficiency is determined by the balance between the construction area (the diameter of the cylindrical hardener mixed layer) and the construction outer circumference (outermost circumference) speed.
[0027]
The diameter of the conventional cylindrical hardener mixed layer was usually about 180 cm to 200 cm, and the construction outer peripheral speed was 50 cm / sec or more.
[0028]
In the present invention, the construction outer peripheral speed is reduced to a slow speed of 40 cm / sec or less (standard 20 cm / sec), the diameter can be increased to 400 cm, which is larger than the conventional one, and the construction efficiency is increased.
[0029]
【The invention's effect】
In the present invention, as described above, the nozzle is provided at the lower end of the injection tube, and while rotating the injection tube, the hardening material is injected at a high pressure from the nozzle, the hardening material is mixed into the target ground, and the cylindrical hardening material mixed layer is formed. In the cylindrical hardener mixing method that is constructed and constructed so as to arrange a plurality of cylindrical hardener mixed layers regularly in front and rear, left and right in plan view, the cylindrical hardener mix layer is overlapped only in one direction in plan view, The other direction is a cylindrical hardener mixing method that is installed so that the cylindrical hardener mixed layer is in contact, so there is little construction loss and construction efficiency is good, and the construction cost is lower than the conventional cylindrical hardener mixed method It will be quite inexpensive.
[0030]
In addition, the present invention first applies the fan-shaped notched cylindrical hardened material mixed layer formed in the adjacent gap of the cylindrical hardened material mixed layer, and then forms a columnar shape between the fan-shaped notched cylindrical hardened material mixed layers. Since it is a columnar hardening material mixing method in which the hardened material mixed layer is constructed, the working efficiency is good and the construction cost is low.
[0031]
Furthermore, since the present invention is a columnar hardening material mixing method in which the outer peripheral speed of the setting is 40 cm / sec or less during the columnar hardening material mixed layer construction, the construction efficiency is good and the construction cost is low.
[Brief description of the drawings]
FIG. 1 is a plan view showing the entire bottom plate of the bottom of a pond of the present invention.
FIG. 2 is a front view showing an injection tube of the present invention.
FIG. 3 is a schematic view of the underground wall of the present invention.
FIG. 4 is a perspective view showing the construction of a conventional cylindrical hardener mixed layer.
FIG. 5 is a plan view for explaining a conventional order of forming a water flow prevention wall.
FIG. 6 is a plan view for explaining the order of forming a conventional cylindrical hardening material mixed layer.
FIG. 7 is a cross-sectional view showing the entire bottom plate of the bottom of a conventional pond.
8 is a cross-sectional view taken along the line VII-VII of FIG.
FIG. 9 is a schematic view of a conventional underground wall.
[Explanation of symbols]
11 · 12 · 13 · 14 · 15 · 16 · 17 · 18 · 19 ··· center points V 1 , V 2 , V 3 , V 4 V 5 , V 6 , V 7 , V 8 , V 9 , V 31 , V 32 , V 33 ... Fan-shaped broken cylindrical hardened material mixed layer V 10 , V 11 , V 12 , V 13 , V 14 , V 15 , V 16 , V 17 , V 18 , V 19 ,
V 20, V 21, V 34 ,
Claims (2)
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JP2000111813A JP4545273B2 (en) | 2000-04-13 | 2000-04-13 | Cylindrical hardener mixing method |
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JP2000111813A JP4545273B2 (en) | 2000-04-13 | 2000-04-13 | Cylindrical hardener mixing method |
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JP2001295260A JP2001295260A (en) | 2001-10-26 |
JP4545273B2 true JP4545273B2 (en) | 2010-09-15 |
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JP5954810B1 (en) * | 2016-03-04 | 2016-07-20 | 株式会社日東テクノ・グループ | Construction method of the high-pressure jet agitation method, ground improvement body and creation body |
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