JP2013060756A - Apparatus for measuring inclination of pile material, and method for confirming vertical accuracy of pile material - Google Patents
Apparatus for measuring inclination of pile material, and method for confirming vertical accuracy of pile material Download PDFInfo
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本発明は、設置済みの杭材の傾斜を測定する装置及び、該装置を用いた杭材の鉛直精度の確認方法に関する。 The present invention relates to a device for measuring the inclination of an installed pile material and a method for confirming the vertical accuracy of the pile material using the device.
親杭横矢板工法において用いる親杭、SMW壁などの土留壁において用いる芯材或いは矢板、切梁を指示する中間杭(棚杭)、若しくは構台や桟橋の支持杭などに代表される杭材は、地中に対して適宜鉛直精度を確認しながら挿入若しくは設置することが一般的である。 Pile materials represented by the main pile used in the horizontal pile sheet pile method, the core material or sheet pile used in retaining walls such as SMW walls, intermediate piles (shelf piles) that indicate cutting beams, or support piles for gantry and jetty In general, it is inserted or installed in the ground while checking the vertical accuracy as appropriate.
杭材が地中で傾斜してしまうと、杭材の後端が杭材の前後方向や左右方向に大きく変位してしまい、杭材の背面側にある既設構造物や、前面側に構築予定の躯体に干渉したり、隣接する杭材や横矢板の構築に悪影響を及ぼす場合がある。 If the pile material tilts in the ground, the rear end of the pile material will be greatly displaced in the front-rear direction and the left-right direction of the pile material, and it will be built on the existing structure on the back side of the pile material or on the front side May interfere with the structure of the building, and may adversely affect the construction of adjacent piles and sheet piles.
設置途中の杭材の鉛直精度を確認する方法としては、作業員による目視以外にも多種の方法が知られている。
例えば、特許文献1に記載の通り、打設前の杭材に、予め傾斜計を収納した保護パイプを装着しておき、打設中に傾斜計の傾き度を測定して、鉛直精度を確認する方法がある。
As a method for confirming the vertical accuracy of the pile material in the middle of installation, various methods are known in addition to the visual inspection by the worker.
For example, as described in Patent Document 1, a pile pipe before placing is fitted with a protective pipe that contains an inclinometer in advance, and the inclination of the inclinometer is measured during placing to check the vertical accuracy. There is a way to do it.
しかし、前記した従来の確認方法は、以下のような問題が生じうる。
(1)一度杭材から傾斜計を外し、次の杭材への設置作業を始めてしまうと、設置済みの杭材について鉛直精度の再確認ができない。
したがって、設置済みの杭材が、他の杭材の設置作業や地盤の掘削作業等によって事後的に傾斜した場合、当該事後傾斜を検知できない。
(2)設置前の杭材に傾斜計などの装置を取り付けてしまうと、設置途中の衝撃で傾斜計が破損するおそれがあり、十分な測定が適わない場合がある。
(3)杭材の設置前後に傾斜計の脱着作業が必須となるため、工程上の手間が大きい。
However, the conventional confirmation method described above can cause the following problems.
(1) Once the inclinometer is removed from the pile material and installation work on the next pile material is started, the vertical accuracy of the installed pile material cannot be reconfirmed.
Therefore, when the installed pile material is inclined afterwards by installation work of other pile materials or excavation work of the ground, the post-inclination cannot be detected.
(2) If a device such as an inclinometer is attached to the pile material before installation, the inclinometer may be damaged by an impact during the installation, and sufficient measurement may not be suitable.
(3) Since the work of attaching and detaching the inclinometer is indispensable before and after the pile material is installed, the labor on the process is large.
すなわち、本願発明は、設置後の杭材に対して、鉛直精度の確認が可能な装置及びその方法の提供を目的の一つとするものである。 That is, this invention makes it one of the objectives to provide the apparatus which can confirm vertical accuracy with respect to the pile material after installation, and its method.
上記課題の何れか一つを解決すべくなされた本願の第1発明は、親杭、芯材、矢板などの杭材の設置後に、当該杭材の鉛直精度を確認するための傾斜測定装置であって、直線形状を呈し、前記杭材に設置可能な長尺体と、前記長尺体に取付ける水平器と、を含み、前記長尺体は、杭材への取付後において、前記長尺体の長手方向が前記杭材の長手方向と平行し、且つ前記長尺体のうち少なくとも一部が地表に露出し、該露出部分に前記水平器が位置することを特徴とする、杭材の傾斜測定装置を提供するものである。
また、本願の第2発明は、親杭、芯材、矢板などの杭材の鉛直精度を確認する方法であって、前記杭材の設置後に、前記第1発明に記載の傾斜測定装置を、前記水平器が地上に露出するように、前記杭材に取付け、前記傾斜計の測定値から、杭材の鉛直精度を判定することを特徴とする、杭材の鉛直精度の確認方法を提供するものである。
1st invention of this application made in order to solve any one of the said problems is the inclination measuring apparatus for confirming the vertical accuracy of the said pile material after installation of pile materials, such as a parent pile, a core material, and a sheet pile. A long body that has a linear shape and can be installed on the pile material, and a leveler that is attached to the long body, the long body being attached to the pile material, The longitudinal direction of the body is parallel to the longitudinal direction of the pile material, and at least a part of the elongated body is exposed to the ground surface, and the leveling device is located in the exposed portion. An inclination measuring device is provided.
Further, the second invention of the present application is a method for confirming the vertical accuracy of pile materials such as a parent pile, a core material, and a sheet pile, and after the installation of the pile material, the inclination measuring device according to the first invention, Provided with the pile material so that the level is exposed to the ground, and determining the vertical accuracy of the pile material from the measured value of the inclinometer, to provide a method for confirming the vertical accuracy of the pile material Is.
本願発明によれば、以下の効果のうち、少なくとも一つを得ることができる。
(1)杭材の設置直後や、新たな杭材を設置した後であっても、繰り返し鉛直精度の確認ができる。
(2)杭材の天端が地中にある場合でも、鉛直精度の確認作業を地上で行うことができる。
(3)杭材への脱着が容易である。
(4)杭材の鉛直精度が悪い場合杭の打設やり直しが、簡易に行う事ができる。
According to the present invention, at least one of the following effects can be obtained.
(1) The vertical accuracy can be confirmed repeatedly even immediately after the pile material is installed or after a new pile material is installed.
(2) Even when the top edge of the pile material is in the ground, it is possible to check the vertical accuracy on the ground.
(3) Easy to attach and detach to the pile material.
(4) When the vertical accuracy of the pile material is poor, it is possible to easily perform the pile driving operation again.
以下、各図面を参照しながら、本発明の杭材の傾斜測定装置及びその使用方法の一例について説明する。 Hereinafter, an example of an inclination measuring apparatus for pile material according to the present invention and an example of a method for using the same will be described with reference to the drawings.
<1>傾斜測定装置
(1)全体構成
図1に、本発明の傾斜測定装置の全体図を示す。
本発明の傾斜測定装置Aは、杭材に取り付け可能な装置であって、長尺体1と水平器2とを少なくとも含む。
前記の杭材とは、親杭横矢板工法において用いる親杭、SMW壁などの土留壁において用いる芯材或いは矢板、切梁を指示する中間杭(棚杭)、若しくは構台や桟橋の支持杭などを代表とする材料である。
<1> Inclination Measuring Device (1) Overall Configuration FIG. 1 shows an overall view of an inclination measuring device of the present invention.
The inclination measuring apparatus A of the present invention is an apparatus that can be attached to a pile material, and includes at least a long body 1 and a level device 2.
The above pile material is a parent pile used in the horizontal pile sheet pile method, a core material or sheet pile used in a retaining wall such as an SMW wall, an intermediate pile (shelf pile) that indicates a cutting beam, a support pile for a gantry or a pier, etc. Is a representative material.
(2)長尺体
長尺体1は、直線状の長手状部材であり、いわゆる直尺スケールのような形状を呈する部材である。
長尺体1は、設置済みの杭材に取り付けた際に、地表への露出部分が生まれる程度の長さを呈することを要する。
(2) Long body The long body 1 is a linear longitudinal member, and is a member having a shape like a so-called straight scale.
When the long body 1 is attached to an installed pile material, the long body 1 needs to exhibit such a length that an exposed portion on the ground surface is born.
(3)水平器
水平器2は、該水平器自身の傾斜度を測定する公知の装置である。
水平器2は、長尺体1の一端近傍に取り付けて、長尺体1の長手方向(軸方向)に対する傾斜度を検知可能に構成する。
水平器1の傾斜度は、立ち上がり[mm/M]、角度[°]、勾配[%]など、各種の単位で測定することが可能な装置を用いることができる。
(3) Level The level 2 is a known device that measures the inclination of the level itself.
The level device 2 is attached in the vicinity of one end of the long body 1 so as to be able to detect the inclination of the long body 1 with respect to the longitudinal direction (axial direction).
The inclination of the level device 1 can be an apparatus that can be measured in various units such as rising [mm / M], angle [°], and gradient [%].
(4)取付部
長尺体1の他端近傍には、杭材に取り付ける為の取付部3を設ける。
本発明において、取付部3の構成は特に限定されないが、杭材との脱着が容易な構成が望ましい。
本実施例では、取付部3に磁石を用い、磁力でもって杭材に装着可能に構成する。
また、長尺体の長手方向の二点間に同一の取付部3を設けてもよい。この場合、長尺体1をより確実に杭材に取付けることができ、杭材の長手方向と長尺体の長手方向が平行する状態をより確実に保つことができる。
(4) Attachment part In the vicinity of the other end of the long body 1, the attachment part 3 for attaching to a pile material is provided.
In the present invention, the configuration of the attachment portion 3 is not particularly limited, but a configuration that can be easily detached from the pile material is desirable.
In the present embodiment, a magnet is used for the attachment portion 3 so that it can be attached to the pile material with a magnetic force.
Moreover, you may provide the same attaching part 3 between the two points of the longitudinal direction of a long body. In this case, the long body 1 can be more reliably attached to the pile material, and the state in which the longitudinal direction of the pile material and the longitudinal direction of the long body are parallel can be more reliably maintained.
<2>傾斜測定装置の使用方法
次に、傾斜測定装置の使用方法について、杭材の鉛直精度を確認する方法の一例を説明する。
(1)削孔・親杭の建て込み
地盤を削孔し、削孔箇所に杭材を建て込む。本例での杭材はH鋼Bである。このとき、公知の方法によってH鋼Bの鉛直精度を確認しながら設置を進めていく。
<2> Usage Method of Inclination Measuring Device Next, an example of a method for confirming the vertical accuracy of the pile material will be described with respect to the usage method of the inclination measuring device.
(1) Construction of drilling holes and parent piles Drill the ground and install pile materials at the drilling points. The pile material in this example is H steel B. At this time, the installation proceeds while confirming the vertical accuracy of the H steel B by a known method.
(2)計測装置の取付
H鋼Bの設置が完了すると、H鋼Bは完全に地中に埋め込まれるか、あるいは天端の一部が僅かに露出している状態である。この場合、H鋼Bの鉛直精度が如何なる状態であるかは、作業員の目視による確認が実質不可能となる。
そこで、図2に示すように、設置済みのH鋼Bのフランジ部B1に、地表から本発明の傾斜測定装置Aを取り付ける。
このとき、傾斜測定装置Aに設けた水平器2は、地表に露出した状態であることが望ましい。これは、水平器2の測定値を作業員が容易に確認できるようにするためである。
(2) Mounting of measuring device When the installation of the H steel B is completed, the H steel B is completely buried in the ground, or a part of the top end is slightly exposed. In this case, it is virtually impossible for an operator to visually check the vertical accuracy of the H steel B.
Therefore, as shown in FIG. 2, the inclination measuring device A of the present invention is attached to the flange portion B1 of the installed H steel B from the ground surface.
At this time, it is desirable that the leveling device 2 provided in the inclination measuring apparatus A is in a state exposed to the ground surface. This is for the operator to easily confirm the measured value of the level device 2.
(3)計測
水平器2の測定値から、H鋼Bの前後方向(背面側から前面側)の変位量を測定する。
図3に、変位量を測定するためのモデル図を示す。
H鋼Bの前面側のフランジ部B1に、傾斜測定装置Aを取り付けた場合、前記変位量は以下の式にて簡易的に表される。
Δk=b−a+c*h
Δk:掘削底位置での出入り量(変位量)[mm]
b:水糸Cから長尺体までの水平方向の距離[mm]
a:H鋼の前面側側面から長尺体までの水平方向の距離[mm]
c:水平器の測定値[mm/M]
h:掘削深さ[mm]
※Δkが「+」の場合、背面側に偏りがあることを示し、
「−」の場合、前面側に偏りがあることを示す。
なお、変位量の測定式は、水平器2の測定値の単位や、傾斜測定装置Aの取付場所に応じて適宜変更されるため、上記の測定式に限定するものではない。
(3) Measurement The amount of displacement of the H steel B in the front-rear direction (from the back side to the front side) is measured from the measurement value of the level device 2.
FIG. 3 shows a model diagram for measuring the displacement amount.
When the inclination measuring device A is attached to the flange portion B1 on the front side of the H steel B, the displacement amount is simply expressed by the following equation.
Δk = b−a + c * h
Δk: Entrance / exit amount at the bottom of excavation (displacement) [mm]
b: Horizontal distance from the water thread C to the long body [mm]
a: Horizontal distance from the front side surface of the H steel to the long body [mm]
c: Level measurement value [mm / M]
h: Drilling depth [mm]
* If Δk is “+”, it indicates that there is a bias on the back side,
In the case of “−”, it indicates that the front side is biased.
In addition, since the measurement formula of a displacement amount is suitably changed according to the unit of the measured value of the level device 2, and the attachment location of the inclination measuring apparatus A, it is not limited to the above measurement formula.
(4)判定
このようにして求めた変位量が、杭材(H鋼B)から前面側境界線Dや背面側境界線Eまでの距離の範囲内であるか否かによって、杭材の鉛直精度が許容できる程度か否かを判定することができる。
本判定は、杭材の設置直後に行うことができるため、判定結果が好ましく無い場合には、杭材を再度抜き出して再作業を行うことができるため、後戻りの工程が少なく、有益である。
判定後には、傾斜測定装置Aを杭材から取り外し、次の杭材の設置作業にとりかかる。
(4) Judgment The vertical amount of the pile material depends on whether or not the displacement obtained in this way is within the range of the distance from the pile material (H steel B) to the front side boundary line D and the rear side boundary line E. It can be determined whether or not the accuracy is acceptable.
Since this determination can be performed immediately after the pile material is installed, if the determination result is not preferable, the pile material can be extracted again and re-work can be performed.
After the determination, the inclination measuring device A is removed from the pile material, and the next pile material installation work is started.
(5)再確認
上記(1)〜(4)の手順を繰り返していくことで、杭材を順に設置していく。
なお、次の杭材の設置が完了した際に、既に設置済みであった既設の杭材の鉛直精度を再度確認しておくことが好ましい。
これは、新たな杭材の設置作業によって、設置済みの杭材が地中で変位する場合があるからである。
(5) Reconfirmation Pile materials are installed in order by repeating the steps (1) to (4) above.
In addition, when the installation of the next pile material is completed, it is preferable to confirm again the vertical accuracy of the existing pile material that has already been installed.
This is because an installed pile material may be displaced in the ground due to a new pile material installation operation.
<3>その他の使用方法
なお、前記の実施例では、杭材の前後方向の鉛直精度を確認するものであるが、傾斜測定装置Aの取付箇所を変更することにより、杭材の左右方向(杭材の設置方向)の鉛直精度を確認することもできる。
図4に示すように、例えば、杭材がH鋼Bである場合には、H鋼のウェブ部B2に本発明の傾斜測定装置を取り付ければ、杭材の左右方向の鉛直精度を確認することができる。
<3> Other usage method In addition, in the said Example, although the vertical accuracy of the front-back direction of a pile material is confirmed, by changing the attachment location of the inclination measuring apparatus A, the left-right direction ( It is also possible to confirm the vertical accuracy of the pile material installation direction).
As shown in FIG. 4, for example, when the pile material is H steel B, if the inclination measuring device of the present invention is attached to the web portion B2 of H steel, the vertical accuracy in the left and right direction of the pile material is confirmed. Can do.
A 傾斜測定装置
1 長尺体
2 水平器
3 取付部
B H鋼
C 水糸
D 前面側境界線
E 背面側境界線
A Inclination measuring device 1 Long body 2 Level 3 Mounting part B Steel H Water thread D Front side boundary line E Rear side boundary line
Claims (2)
直線形状を呈し、前記杭材に設置可能な長尺体と、
前記長尺体に取付ける水平器と、を含み、
前記長尺体は、杭材への取付後において、前記長尺体の長手方向が前記杭材の長手方向と平行し、且つ前記長尺体のうち少なくとも一部が地表に露出し、該露出部分に前記水平器が位置することを特徴とする、
杭材の傾斜測定装置。 An inclination measuring device for checking the vertical accuracy of the pile material after installation of the pile material,
A long body that exhibits a linear shape and can be installed on the pile material;
A level attached to the elongate body,
The long body, after being attached to the pile material, the longitudinal direction of the long body is parallel to the longitudinal direction of the pile material, and at least a part of the long body is exposed to the ground surface, the exposure The level is located in a part,
Pile material tilt measuring device.
前記杭材の設置後に、請求項1に記載の傾斜測定装置を、前記水平器が地上に露出するように、前記杭材に取付け、
前記傾斜計の測定値から、杭材の鉛直精度を判定することを特徴とする、杭材の鉛直精度の確認方法。 A method for checking the vertical accuracy of pile material,
After installation of the pile material, the inclination measuring device according to claim 1 is attached to the pile material so that the leveler is exposed to the ground,
A method for confirming the vertical accuracy of a pile material, wherein the vertical accuracy of the pile material is determined from a measured value of the inclinometer.
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Cited By (3)
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JP2017002710A (en) * | 2015-06-04 | 2017-01-05 | 株式会社技研製作所 | Construction condition monitoring method, construction condition monitoring apparatus, and automatic construction device |
CN106436743A (en) * | 2016-10-21 | 2017-02-22 | 开普天(上海)国际贸易有限公司 | Guide pipe for steel stand column guide insertion construction |
RU169246U1 (en) * | 2016-11-08 | 2017-03-13 | Публичное акционерное общество "Федеральная гидрогенерирующая компания - РусГидро" | A device for measuring the inclination angles of a concrete hydraulic structure and its elements |
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