JP2014148788A - Driving tool for z-shaped steel sheet pile - Google Patents

Driving tool for z-shaped steel sheet pile Download PDF

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JP2014148788A
JP2014148788A JP2013016625A JP2013016625A JP2014148788A JP 2014148788 A JP2014148788 A JP 2014148788A JP 2013016625 A JP2013016625 A JP 2013016625A JP 2013016625 A JP2013016625 A JP 2013016625A JP 2014148788 A JP2014148788 A JP 2014148788A
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sheet pile
steel sheet
shaped steel
gripping
flange
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Takashi Suzuki
崇 鈴木
Hiroaki Nakayama
裕章 中山
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a driving tool that suppresses torsion of a flange in driving and that can improve construction quality.SOLUTION: A driving tool 1 includes: a bearing plate 11 that abuts on an upper end of a Z-shaped steel sheet pile 2 from above; a chuck holding part 12 that is provided protrusively upward from the bearing plate 11 and held in a sandwiched state by a single chuck 31; flange holding parts 13A and 13B that hold flanges 22A and 22B in a position point-symmetric with respect to at least a barycentric position O of the Z-shaped steel sheet pile 2; and a barycentric holding part 13C in which the barycentric position O of the Z-shaped steel sheet pile 2 is set as a holding position. In the driving tool 1, the chuck holding part 12 is arranged in the barycentric position O.

Description

本発明は、Z形鋼矢板における打設用治具に関する。   The present invention relates to a placing jig in a Z-shaped steel sheet pile.

従来、土木分野や建築分野において護岸等として利用されるZ形鋼矢板が知られている(例えば、特許文献1参照)。このような、Z形鋼矢板を打設する場合には、図8に示すように、バイブロハンマーに装着されているシングルチャックでZ形鋼矢板2の重心位置Oとなるウェブ21の中間部分(被把持部T)を直接、あるいは打設用治具Pを介して把持し、Z形鋼矢板2にバイブロハンマーの振動荷重を付与しながら打設している。   Conventionally, a Z-shaped steel sheet pile used as a revetment or the like in the civil engineering field or the building field is known (see, for example, Patent Document 1). When placing such a Z-shaped steel sheet pile, as shown in FIG. 8, an intermediate portion of the web 21 that becomes the center-of-gravity position O of the Z-shaped steel sheet pile 2 with a single chuck attached to a vibro hammer ( The gripped portion T) is gripped directly or via a placing jig P, and is placed on the Z-shaped steel sheet pile 2 while applying a vibration load of a vibro hammer.

特開2002−294691号公報JP 2002-294691 A

しかしながら、従来におけるZ形鋼矢板の打設方法では、図8に示すように、Z形鋼矢板2の重心位置Oとなるウェブ21の中間部分をシングルチャックで把持するため、バイブロハンマーの振動荷重がZ形鋼矢板2に対して均等に付与されず、とくにZ形鋼矢板2の被把持部Tから離れて位置する両フランジ22が振れ易く捩れ(図8の矢印が捩れの向きを示している)が生じるという問題があり、施工品質が低下することから、その点で改良の余地があった。   However, in the conventional Z-shaped steel sheet pile driving method, as shown in FIG. 8, the middle portion of the web 21 at the center of gravity O of the Z-shaped steel sheet pile 2 is gripped by a single chuck. Is not evenly applied to the Z-shaped steel sheet pile 2, and in particular, the two flanges 22 located away from the gripped portion T of the Z-shaped steel sheet pile 2 are easily shaken and twisted (the arrow in FIG. 8 indicates the direction of twisting). There is room for improvement in that respect.

本発明は、上述する問題点に鑑みてなされたもので、打設時のフランジの捩れを抑えることができ、施工品質の向上を図ることができるZ形鋼矢板における打設用治具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 provides a placing jig for a Z-shaped steel sheet pile that can suppress the twisting of the flange during placing and can improve the construction quality. The purpose is to do.

上記目的を達成するため、本発明に係るZ形鋼矢板における打設用治具では、ウェブとウェブの両端に反対方向に延伸する端部に継手を有する平行な一対のフランジからなるZ形状の鋼矢板であるZ形鋼矢板を打設する際に、バイブロハンマーのシングルチャックによってZ形鋼矢板を把持するための打設用治具であって、前記Z形鋼矢板の上端に上方から当接する支圧板と、該支圧板から上方に向けて突設され、前記シングルチャックにより挟持されるチャック把持部と、少なくともZ形鋼矢板の重心位置に対して点対称となる位置のフランジ、又はウェブとフランジとの隅角部を把持する矢板把持部と、を備え、前記チャック把持部が前記重心位置に配置されていることを特徴としている。   In order to achieve the above object, in the Z-shaped steel sheet pile according to the present invention, the Z-shaped steel sheet pile has a Z-shape consisting of a pair of parallel flanges having joints at ends extending in opposite directions to both ends of the web. A driving jig for gripping a Z-shaped steel sheet pile by a single chuck of a vibro hammer when driving a Z-shaped steel sheet pile, which is a steel sheet pile, hitting the upper end of the Z-shaped steel sheet pile from above. Contact pressure plate, projecting upward from the pressure plate and gripped by the single chuck, and flange or web at a position that is at least symmetrical with respect to the center of gravity of the Z-shaped steel sheet pile And a sheet pile gripping part for gripping the corners of the flange, and the chuck gripping part is arranged at the center of gravity position.

本発明では、打設用治具をZ形鋼矢板に装着した状態で、チャック把持部がZ形鋼矢板の重心位置に設けられ、且つZ形鋼矢板の打設時に振れが生じやすいフランジ又は隅角部を矢板把持部で把持して打設することができる。すなわち、Z形鋼矢板の重心位置を挟んだ両側に位置するフランジ又は隅角部が矢板把持部による把持位置となるので、Z形鋼矢板のフランジ及びウェブに対してバイブロハンマーの振動荷重が断面全体に応力分散することで均等に付与され、フランジ部分の振れに伴う捩れを抑制することができ、打設したZ形鋼矢板の施工品質を向上させることができる。
とくに、肉厚が薄く形成された場合や、捩れの起点となり易い隅角部を矢板把持部で把持する場合には、前述の捩れの発生をより低減することができる。
In the present invention, with the placement jig mounted on the Z-shaped steel sheet pile, the chuck gripping portion is provided at the center of gravity of the Z-shaped steel sheet pile, and the flange or The corner portion can be gripped and placed by the sheet pile gripping portion. That is, since the flanges or corners located on both sides of the center of gravity of the Z-shaped steel sheet pile are gripped positions by the sheet pile gripping portion, the vibration load of the vibro hammer is cross-sectioned against the flange and web of the Z-shaped steel sheet pile It is given uniformly by distributing the stress throughout, and the twist associated with the deflection of the flange portion can be suppressed, and the construction quality of the cast Z-shaped steel sheet pile can be improved.
In particular, when the wall thickness is thin, or when the corner portion that tends to be a starting point of twisting is gripped by the sheet pile gripping portion, the occurrence of twisting can be further reduced.

また、本発明に係るZ形鋼矢板における打設用治具では、前記矢板把持部は、前記フランジ又は隅角部を把持位置とする外側把持部と、前記Z形鋼矢板の重心位置を把持位置とする重心把持部と、を有することが好ましい。   Moreover, in the placing jig for the Z-shaped steel sheet pile according to the present invention, the sheet pile gripping portion grips the outer gripping portion having the gripping position at the flange or the corner portion, and the center of gravity position of the Z-shaped steel sheet pile. It is preferable to have a center-of-gravity gripping portion as a position.

この場合、前述のフランジ又は隅角部を把持する外側把持部が重心位置に対して点対称位置となるので、そのZ形鋼矢板の重心位置にも重心把持部で把持することで、より安定した把持状態となり、捩れの発生をより一層抑えることができる。   In this case, the outer gripping portion that grips the flange or corner portion described above is in a point-symmetrical position with respect to the center of gravity, so that the center of gravity of the Z-shaped steel sheet pile is also gripped by the center of gravity gripping portion. Thus, the occurrence of twisting can be further suppressed.

また、本発明に係るZ形鋼矢板における打設用治具では、前記Z形鋼矢板は、奇数枚の複数枚で壁体を構成し、前記壁体を同時に打設する際に、前記矢板把持部において、前記壁体の壁体方向の最外縁のZ形鋼矢板のフランジ又は隅角部を把持するとともに、複数枚の前記Z形鋼矢板のうち少なくとも1枚につき1箇所を把持するようにしてもよい。   Moreover, in the jig for placing in the Z-shaped steel sheet pile according to the present invention, the Z-shaped steel sheet pile comprises an odd number of sheets to form a wall body, and when the wall body is simultaneously placed, the sheet pile is In the gripping portion, the outermost edge Z-shaped steel sheet pile flange or corner of the wall body is gripped, and at least one of the plurality of Z-shaped steel sheet piles is gripped. It may be.

この場合、壁体を構成するすべてのZ形鋼矢板に均等にバイブロハンマーの振動荷重が伝達され、壁体全体の振れを抑えることができ、捩れをなくすことができる。
また、本発明によれば、奇数枚の複数枚のZ形鋼矢板から構成される壁体の壁体方向の最外縁のフランジ又は隅角部を矢板把持部で把持するとともに、Z形鋼矢板のそれぞれが少なくとも矢板把持部で把持されているので、複数枚のZ形鋼矢板同士がずれたり離れたりすることなく、壁体を一体で打設することができる。
In this case, the vibration load of the vibro hammer is evenly transmitted to all the Z-shaped steel sheet piles constituting the wall body, the vibration of the entire wall body can be suppressed, and the twist can be eliminated.
Further, according to the present invention, the outermost flange or corner portion in the wall direction of the wall body constituted by an odd number of a plurality of Z-shaped steel sheet piles is gripped by the sheet pile gripping portion, and the Z-shaped steel sheet pile Since each of these is gripped at least by the sheet pile gripping portion, the wall body can be integrally driven without shifting or separating the plurality of Z-shaped steel sheet piles.

本発明のZ形鋼矢板における打設用治具によれば、打設時のフランジの捩れを抑えることができ、施工品質の向上を図ることができる。   According to the placing jig in the Z-shaped steel sheet pile of the present invention, the twist of the flange at the time of placing can be suppressed, and the construction quality can be improved.

本発明の実施の形態によるZ形鋼矢板を把持した状態の打設用治具を示す斜視図である。It is a perspective view which shows the jig | tool for placement of the state which hold | gripped the Z-shaped steel sheet pile by embodiment of this invention. 図1に示すA−A線矢視図であって、Z形鋼矢板を把持した状態の打設用治具を示す側面図である。It is an AA arrow directional view shown in FIG. 1, Comprising: It is a side view which shows the placing jig | tool of the state which hold | gripped the Z-shaped steel sheet pile. Z形鋼矢板を上から見た図であって、打設用治具における矢板把持部の把持位置を示した図である。It is the figure which looked at the Z-shaped steel sheet pile from the top, Comprising: It is the figure which showed the holding position of the sheet pile holding part in the jig | tool for placement. 打設用治具を斜め下方から見た斜視図である。It is the perspective view which looked at the jig | tool for placement from diagonally downward. 第1変形例によるZ形鋼矢板を上から見た図であって、打設用治具における矢板把持部の把持位置を示した図3に対応する図である。It is the figure which looked at the Z-shaped steel sheet pile by a 1st modification from the top, Comprising: It is a figure corresponding to FIG. 3 which showed the holding position of the sheet pile holding part in the jig | tool for placement. 第2変形例によるZ形鋼矢板を上から見た図であって、打設用治具における矢板把持部の把持位置を示した図3に対応する図である。It is the figure which looked at the Z-shaped steel sheet pile by a 2nd modification from the top, Comprising: It is a figure corresponding to FIG. 3 which showed the holding position of the sheet pile holding part in the jig | tool for placement. 第3変形例によるZ形鋼矢板を上から見た図であって、打設用治具における矢板把持部の把持位置を示した図3に対応する図である。It is the figure which looked at the Z-shaped steel sheet pile by a 3rd modification from the top, Comprising: It is a figure corresponding to FIG. 3 which showed the holding position of the sheet pile holding part in the jig | tool for placement. 従来のZ形鋼矢板を上から見た図であって、打設用治具における矢板把持部の把持位置を示した図である。It is the figure which looked at the conventional Z-shaped steel sheet pile from the top, Comprising: It is the figure which showed the holding position of the sheet pile holding part in the placing jig.

以下、本発明の実施の形態によるZ形鋼矢板における打設用治具について、図面に基づいて説明する。   Hereinafter, a placing jig in a Z-shaped steel sheet pile according to an embodiment of the present invention will be described based on the drawings.

図1及び図2に示すように、本実施の形態の打設用治具1は、Z形鋼矢板2を打設する際において、バイブロハンマー3に装着したシングルチャック31によってZ形鋼矢板2を把持するための治具である。   As shown in FIGS. 1 and 2, the placing jig 1 according to the present embodiment has a Z-shaped steel sheet pile 2 by a single chuck 31 attached to the vibro hammer 3 when placing the Z-shaped steel sheet pile 2. It is a jig for gripping.

ここで、打設用治具1に適用される本実施の形態のZ形鋼矢板2は、図3に示すように、ウェブ21と、ウェブ21の両端に反対方向に延伸する平行な一対のフランジ22(22A、22B)と、それぞれのフランジ22A、22Bの先端に設けられる継手部23と、を備えている。なお、図1及び図3に示す符号Oは、平面視(上面視)でZ形鋼矢板2を壁体状に設置したときの壁体重心ラインを通る重心位置を示している。
また、図1において、複数のZ形鋼矢板2、2、…が打設されることにより構成される壁体(図示省略)の壁体方向を符号Xで示し、壁体方向Xに直交する壁体直交方向を符号Yで示している。
Here, the Z-shaped steel sheet pile 2 of the present embodiment applied to the placing jig 1 includes a web 21 and a pair of parallel pairs extending in opposite directions to both ends of the web 21 as shown in FIG. The flange 22 (22A, 22B) and the joint part 23 provided in the front-end | tip of each flange 22A, 22B are provided. In addition, the code | symbol O shown in FIG.1 and FIG.3 has shown the gravity center position which passes along a wall body gravity line when Z-shaped steel sheet pile 2 is installed in the shape of a wall by planar view (top view).
Moreover, in FIG. 1, the wall body direction of the wall body (illustration omitted) comprised by placing several Z-shaped steel sheet piles 2, 2, ... is shown with the code | symbol X, and orthogonal to the wall body direction X The wall orthogonal direction is indicated by the symbol Y.

図1に示すように、打設用治具1は、Z形鋼矢板2の両フランジ22A、22Bと、ウェブ21の重心位置Oを把持するとともに、前記シングルチャック31によって把持される構成となっている。具体的に打設用治具1は、図1及び図4に示すように、帯状の支圧板11と、支圧板11の一方の面(上面11a)の長手方向中心部に垂設されるチャック把持部12と、支圧板11の他方の面(下面11b)の所定の3箇所に設けられる矢板把持部13(フランジ把持部13A、13B(外側把持部)、重心把持部13C)と、を備えている。   As shown in FIG. 1, the placing jig 1 is configured to grip both the flanges 22 </ b> A and 22 </ b> B of the Z-shaped steel sheet pile 2 and the center of gravity O of the web 21 and to be gripped by the single chuck 31. ing. Specifically, as shown in FIGS. 1 and 4, the placing jig 1 includes a belt-shaped bearing plate 11 and a chuck that is suspended from the longitudinal center of one surface (upper surface 11 a) of the bearing plate 11. A gripping portion 12 and sheet pile gripping portions 13 (flange gripping portions 13A and 13B (outside gripping portions) and a gravity center gripping portion 13C) provided at predetermined three locations on the other surface (lower surface 11b) of the bearing plate 11 are provided. ing.

チャック把持部12は、支圧板11の上面11aに対して、面外方向に垂直に突出して固着された板状部材であり、シングルチャック31によって挟持することが可能な厚さ寸法をなしている。チャック把持部12の幅はバイブロハンマーのシングルチャック幅よりも大きくすることで、打設時に安定してチャックが打設用治具1を把持することが出来る。また、チャック把持部12の長さはバイブロハンマーのチャック長さ以上になるようにし、確実に凹凸を有するチャック面全体でチャック把持部12を把持することが出来るようにする。チャック把持部12の板厚は、バイブロハンマーによる振動で変形しないよう設計する。具体的には、チャック把持部12の中心と支圧板11との距離をモーメント長さとし、バイブロハンマー重量が水平方向に振れるときのモーメントに対して変形が極小となるようにすることが好ましい。また、バイブロハンマー重量が鉛直方向に作用した時に降伏しない板厚と板幅を確保する。   The chuck holding portion 12 is a plate-like member that protrudes and is fixed perpendicularly to the upper surface 11 a of the bearing plate 11 in the out-of-plane direction, and has a thickness dimension that can be held by the single chuck 31. . By making the width of the chuck gripping portion 12 larger than the single chuck width of the vibro hammer, the chuck can grip the placement jig 1 stably at the time of placement. Further, the length of the chuck gripping portion 12 is set to be equal to or longer than the chuck length of the vibro hammer so that the chuck gripping portion 12 can be securely gripped by the entire chuck surface having irregularities. The thickness of the chuck gripping portion 12 is designed so as not to be deformed by vibration caused by a vibro hammer. Specifically, it is preferable that the distance between the center of the chuck holding portion 12 and the bearing plate 11 is a moment length so that the deformation is minimized with respect to the moment when the weight of the vibro hammer swings in the horizontal direction. In addition, the plate thickness and the plate width are secured so as not to yield when the vibro hammer weight acts in the vertical direction.

支圧板11に設けられる3つの矢板把持部13(13A、13B、13C)は、それぞれ一対の添板13aが互いに間隔を開けて平行に、且つ対向して前記支圧板11の下面11bより面外方向に垂直に突設されている。打設用治具1は、一対の添板13a同士の間にZ形鋼矢板2の上端を挿入させ、それら一対の添板13aとZ形鋼矢板2とをボルト・ナット(図示省略)で接合することで連結されている。そのため、一対の添板13aには、互いに対向する位置にボルト孔13bが形成されている。Z形鋼矢板2には、このボルト孔13bに一致する位置にボルト挿入用の穴を現場、或いは予め工場等で設けておく。   The three sheet pile gripping portions 13 (13A, 13B, 13C) provided on the bearing plate 11 have a pair of accessory plates 13a spaced apart from each other in parallel and facing each other so as to be more out of the lower surface 11b of the bearing plate 11. Projected perpendicular to the direction. The placing jig 1 inserts the upper end of the Z-shaped steel sheet pile 2 between the pair of accessory plates 13a, and the pair of accessory plates 13a and the Z-shaped steel sheet pile 2 are bolts and nuts (not shown). It is connected by joining. Therefore, bolt holes 13b are formed in the pair of accessory plates 13a at positions facing each other. The Z-shaped steel sheet pile 2 is provided with a hole for inserting a bolt at a position corresponding to the bolt hole 13b on site or in advance at a factory or the like.

ここで、図1及び図3に示すように、3つの矢板把持部13は、支圧板11の長手方向の両側に配置されるフランジ把持部13A、13Bがそれぞれフランジ22A,22Bの平面視で延在方向の略中間部(第1被把持部T1、第2被把持部T2)を把持可能な位置に、重心把持部13Cがウェブ21の重心位置O(第3被把持部T3)を把持可能な位置となるように支圧板11に設けられている。つまり、フランジ把持部13A、13Bでは、Z形鋼矢板2の重心位置O(第3被把持部T3)に対して点対称の位置となるフランジ22A、22Bを把持することになる。そのため、3つの矢板把持部13A、13B、13Cは、重心位置Oを通る直線上に配列されている。   Here, as shown in FIGS. 1 and 3, the three sheet pile gripping portions 13 have flange gripping portions 13 </ b> A and 13 </ b> B arranged on both sides in the longitudinal direction of the bearing plate 11 extending in plan view of the flanges 22 </ b> A and 22 </ b> B, respectively. The center-of-gravity gripping portion 13C can grip the center-of-gravity position O (third gripped portion T3) of the web 21 at a position where the substantially intermediate portion (first gripped portion T1, second gripped portion T2) in the current direction can be gripped. It is provided in the bearing plate 11 so as to be in a proper position. That is, the flange gripping portions 13A and 13B grip the flanges 22A and 22B that are point-symmetric with respect to the center of gravity O (third gripped portion T3) of the Z-shaped steel sheet pile 2. Therefore, the three sheet pile gripping portions 13A, 13B, and 13C are arranged on a straight line that passes through the gravity center position O.

矢板把持部13の支圧板11からの突出長さは、Z形鋼矢板2の被把持部T1〜T3に把持させた状態で、バイブロハンマーの振動荷重がZ形鋼矢板2に十分に伝達されるように任意に設定することができる。   The protruding length of the sheet pile gripping portion 13 from the bearing plate 11 is such that the vibration load of the vibrator hammer is sufficiently transmitted to the Z-shaped steel sheet pile 2 in a state where the gripped portions T1 to T3 of the Z-shaped steel sheet pile 2 are gripped. It can be set arbitrarily.

次に、上述したZ形鋼矢板における打設用治具の作用について図面に基づいて詳細に説明する。
図1に示すように、本実施の形態では、打設用治具1をZ形鋼矢板2に装着した状態で、チャック把持部12がZ形鋼 矢板2の重心位置Oに設けられ、且つZ形鋼矢板2の打設時に振れが生じやすいフランジ22A、22Bをフランジ把持部13A、13Bで把持して打設することができる。
すなわち、Z形鋼矢板2の重心位置Oを挟んだ両側に位置するフランジ22A、22Bが矢板把持部13による把持位置(被把持部T1、T2)となるので、Z形鋼矢板2のフランジ22A,22Bに対してバイブロハンマー3の振動荷重が断面全体に応力分散され、フランジ部分の振れに伴う捩れを抑制することができ、打設時のフランジ22A、22Bの振れによるバイブロハンマーから入力されるエネルギーのロスを抑制することで、鋼矢板下端にバイブロハンマーの入力エネルギーを効率的に伝達し、打設したZ形鋼矢板2の変形を抑制し材軸方向の直線性を保つことが出来るので施工品質並びに壁体時の平面性を向上させることができる。
Next, the effect | action of the jig | tool for placement in the Z-shaped steel sheet pile mentioned above is demonstrated in detail based on drawing.
As shown in FIG. 1, in the present embodiment, the chuck gripping portion 12 is provided at the center of gravity O of the Z-shaped steel sheet pile 2 with the placing jig 1 mounted on the Z-shaped steel sheet pile 2, and The flanges 22A and 22B that are likely to be shaken when the Z-shaped steel sheet pile 2 is driven can be gripped and driven by the flange gripping portions 13A and 13B.
That is, since the flanges 22A and 22B located on both sides of the center of gravity O of the Z-shaped steel sheet pile 2 are gripped positions (the gripped portions T1 and T2) by the sheet pile gripping portion 13, the flange 22A of the Z-shaped steel sheet pile 2 , 22B, the vibration load of the vibro hammer 3 is stress-distributed over the entire cross section, and the torsion accompanying the vibration of the flange portion can be suppressed, and is input from the vibro hammer due to the vibration of the flanges 22A, 22B at the time of placing By suppressing energy loss, the energy input to the vibro hammer can be efficiently transmitted to the lower end of the steel sheet pile, and deformation of the cast Z-shaped steel sheet pile 2 can be suppressed and linearity in the material axis direction can be maintained. The construction quality and the flatness of the wall can be improved.

また、本実施の形態では、前述のフランジ22A、22Bを把持するフランジ把持部13A、13B(外側把持部)が重心位置Oに対して点対称位置となり、さらにそのZ形鋼矢板2の重心位置Oも重心把持部13Cで把持することで、より安定した把持状態となり、捩れの発生をより一層抑えることができる。   Further, in the present embodiment, the flange gripping portions 13A and 13B (outer gripping portions) that grip the flanges 22A and 22B described above are point-symmetrical with respect to the center of gravity position O, and further the center of gravity position of the Z-shaped steel sheet pile 2 By grasping O with the center-of-gravity grasping portion 13C, a more stable grasping state can be obtained, and the occurrence of twist can be further suppressed.

なお、上述した打設用治具1は、打設するZ形鋼矢板2の形状に合わせて作成される。そして、打設箇所(現場)には、複数の打設用治具1を予め準備しておき、次に打設するZ形鋼矢板2の上端に打設用治具1を取り付けておくことで、作業効率を向上させることができる。   The above-described placing jig 1 is created according to the shape of the Z-shaped steel sheet pile 2 to be placed. A plurality of placement jigs 1 are prepared in advance at the placement site (site), and the placement jig 1 is attached to the upper end of the Z-shaped steel sheet pile 2 to be placed next. Thus, work efficiency can be improved.

上述した本実施の形態によるZ形鋼矢板における打設用治具では、打設時におけるZ形鋼矢板2のフランジ22A、22Bの捩れを抑えることができ、打設時のフランジ22A、22Bの振れによるバイブロハンマーから入力されるエネルギーのロスを抑制することで、鋼矢板下端にバイブロハンマーの入力エネルギーを効率的に伝達し、打設したZ形鋼矢板2の変形を抑制し材軸方向の直線性を保つことが出来るので施工品質並びに壁体時の平面性の向上を図ることができる。   In the jig for placing in the Z-shaped steel sheet pile according to the present embodiment described above, twisting of the flanges 22A and 22B of the Z-shaped steel sheet pile 2 at the time of placing can be suppressed, and the flanges 22A and 22B at the time of placing can be suppressed. By suppressing the loss of energy input from the vibro hammer due to vibration, the input energy of the vibro hammer is efficiently transmitted to the lower end of the steel sheet pile, and the deformation of the placed Z-shaped steel sheet pile 2 is suppressed, so Since linearity can be maintained, it is possible to improve the construction quality and the flatness of the wall.

以上、本発明によるZ形鋼矢板における打設用治具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。   As mentioned above, although the embodiment of the placing jig in the Z-shaped steel sheet pile according to the present invention has been described, the present invention is not limited to the above embodiment, and can be appropriately changed without departing from the spirit thereof. It is.

例えば、上述した実施の形態の打設用治具1では、1枚のZ形鋼矢板2の両フランジ22A、22Bと、重心位置Oのウェブ21との3箇所を把持する矢板把持部13A、13B、13Cを備えた構成としているが、少なくとも1枚のZ形鋼矢板2の外縁近傍となるフランジやその周囲の2箇所を把持する矢板把持部13A、13Bを備えた構成であれば、矢板把持部13の把持位置はこれに限定されることはない。
例えば、図5に示すように、上記実施の形態のウェブ21を把持する重心把持部13Cを省略することも可能である。すなわち、第1変形例による打設用治具1Aは、両フランジ22A、22Bを把持するためのフランジ把持部13A、13Bの2つのみを備えた構成となっている。フランジの板厚が薄いときは打設時にフランジが振れ易くなるため、フランジ部を打設用治具1でしっかりと固定することでスムーズな打設が可能となる。
For example, in the placing jig 1 according to the above-described embodiment, a sheet pile gripping portion 13A that grips the three flanges 22A and 22B of the single Z-shaped steel sheet pile 2 and the web 21 at the center of gravity O, 13B, 13C, but if it is a configuration provided with sheet pile gripping portions 13A, 13B for gripping the flange near the outer edge of at least one Z-shaped steel sheet pile 2 and two places around it, a sheet pile The grip position of the grip portion 13 is not limited to this.
For example, as shown in FIG. 5, it is possible to omit the center-of-gravity gripping portion 13C that grips the web 21 of the above-described embodiment. That is, the placing jig 1A according to the first modification has a configuration including only two flange gripping portions 13A and 13B for gripping both flanges 22A and 22B. When the plate thickness of the flange is thin, the flange easily swings during placement, so that the flange portion is firmly fixed by the placement jig 1 to enable smooth placement.

また、図6に示す第2変形例による打設用治具1Bの隅角把持部13D(矢板把持部、外側把持部)は、一対の隅角部24A、24Bを把持対象とした構成となっている。すなわち、第4矢板把持部13Dは、一対の添板13aがそれぞれ隅角部24A、24Bに沿って折れ曲がった形状をなしている。この場合、捩れの起点となり易い隅角部24A、24Bを矢板把持部13Dで把持することになるので、前述の捩れの発生をより低減することができる。特に、フランジや隅角部が薄肉で、フランジが打設時により振れ易い場合に効果的である。   Further, the corner gripping portion 13D (the sheet pile gripping portion, the outer gripping portion) of the placing jig 1B according to the second modified example shown in FIG. 6 is configured to target the pair of corner portions 24A and 24B. ing. That is, the fourth sheet pile gripping portion 13D has a shape in which the pair of accessory plates 13a are bent along the corner portions 24A and 24B, respectively. In this case, since the corner portions 24A and 24B that are likely to be the starting point of twisting are gripped by the sheet pile gripping portion 13D, the occurrence of the twist described above can be further reduced. This is particularly effective when the flanges and corners are thin and the flanges are more likely to swing during placement.

さらに、上記実施の形態、第1変形例、及び第2変形例による打設用治具1、1A、1Bでは1枚のZ形鋼矢板2を把持対象としているが、図7に示す第3変形例による打設用治具1Cは、奇数枚の複数枚(ここでは3枚)のZ形鋼矢板2で壁体10を構成し同時に打設する場合を把持対象としている。この場合、矢板把持部13は、壁体10のうち壁体方向Xで両最外縁の一方のZ形鋼矢板2のフランジ22Aと他方のZ形鋼矢板2のフランジ22Bのそれぞれを把持するフランジ把持部13A、13B(外側把持部)が設けられるとともに、壁体方向Xの中央に位置するZ形鋼矢板2のウェブ21を把持する重心把持部13Cが設けられている。このとき、3箇所の把持部(矢板把持部13A、13B、13C)は、壁体10の重心位置Oを通る直線上に配列され、ウェブ21を把持する中央の重心把持部13Cは、重心位置Oに設けられている。   Furthermore, in the placing jigs 1, 1 </ b> A, 1 </ b> B according to the above-described embodiment, the first modified example, and the second modified example, one Z-shaped steel sheet pile 2 is the object to be gripped, but the third shown in FIG. 7. The placing jig 1C according to the modified example has a case in which the wall body 10 is configured by an odd number of plural (here, three) Z-shaped steel sheet piles 2 and is placed simultaneously. In this case, the sheet pile gripping portion 13 is a flange that grips each of the flange 22A of one Z-shaped steel sheet pile 2 and the flange 22B of the other Z-shaped steel sheet pile 2 at the outermost edge in the wall body direction X of the wall body 10. Grasping portions 13A and 13B (outside gripping portions) are provided, and a gravity center gripping portion 13C for gripping the web 21 of the Z-shaped steel sheet pile 2 located at the center in the wall body direction X is provided. At this time, the three gripping portions (sheet pile gripping portions 13A, 13B, and 13C) are arranged on a straight line passing through the center of gravity O of the wall body 10, and the center of gravity gripping portion 13C that grips the web 21 is positioned at the center of gravity. O is provided.

なお、複数枚のZ形鋼矢板2で壁体10を構成する場合には、矢板把持部13で複数枚のZ形鋼矢板2のうち少なくとも1枚につき1箇所を把持する構成とすることが好ましい。これにより上記第3変形例と同様に、壁体10を構成するすべてのZ形鋼矢板2に均等にバイブロハンマーの振動荷重が伝達され、壁体全体の振れを抑えることができ、捩れをなくすことができる。なお、このような壁体の場合であっても、壁体方向Xの最外縁の把持部がフランジ22A、22Bではなく隅角部24A、24Bとしてもかまわない。
また、この場合、その壁体10の壁体方向Xの最外縁のフランジ又は隅角部を矢板把持部で把持するとともに、Z形鋼矢板2のそれぞれが少なくとも矢板把持部13で把持されているので、複数枚のZ形鋼矢板2同士が材軸方向にずれたり壁体方向Xに離れたり、壁体直交方向Yに断面が変形することを防いで、壁体10を一体で打設することができ設計図面により忠実な精度の良い壁体を形成することが出来る。特に、材軸方向の隣接鋼矢板間のずれを防止することが出来るので、打設時の共下がりや高止まりの発生を防ぐことが出来る。
When the wall body 10 is constituted by a plurality of Z-shaped steel sheet piles 2, a configuration is adopted in which at least one of the plurality of Z-shaped steel sheet piles 2 is gripped by the sheet pile gripping portion 13. preferable. As a result, as in the third modified example, the vibration load of the vibro hammer is evenly transmitted to all the Z-shaped steel sheet piles 2 constituting the wall body 10, so that the entire wall body can be prevented from being shaken, and the twist is eliminated. be able to. Even in the case of such a wall body, the gripping portion at the outermost edge in the wall body direction X may be the corner portions 24A and 24B instead of the flanges 22A and 22B.
In this case, the outermost flange or corner of the wall 10 in the wall body direction X is gripped by the sheet pile gripping portion, and each of the Z-shaped steel sheet piles 2 is gripped by at least the sheet pile gripping portion 13. Therefore, the plurality of Z-shaped steel sheet piles 2 are prevented from being displaced in the material axis direction, separated from the wall body direction X, or deformed in the wall body orthogonal direction Y, and the wall body 10 is driven integrally. Therefore, it is possible to form a wall body with high accuracy and faithful to the design drawing. In particular, since it is possible to prevent a shift between adjacent steel sheet piles in the direction of the material axis, it is possible to prevent the occurrence of a double drop or a high stop at the time of placing.

また、本発明のフランジとは、継手部を含むフランジであってもよい。要は、Z形鋼矢板2の重心位置Oに対して点対称となるフランジ部分であれば本発明の効果を奏することができるので、本実施の形態のフランジ22の先端の継手部23もフランジの一部とみなすことができれば、この継手部23も打設用治具1の把持対象とすることができる。   The flange of the present invention may be a flange including a joint portion. The point is that any flange portion that is point-symmetric with respect to the center of gravity O of the Z-shaped steel sheet pile 2 can achieve the effects of the present invention, so the joint portion 23 at the tip of the flange 22 of the present embodiment is also a flange. If it can be regarded as a part of this, this joint part 23 can also be made into the holding object of the placement jig 1.

さらに、上記実施の形態及び変形例では、Z形鋼矢板2と打設用治具1の矢板把持部13との接合をボルト・ナット接合としているが、例えば溶接等の他の固定手段を採用することも可能である。   Furthermore, in the said embodiment and modification, although the joining of the Z-shaped steel sheet pile 2 and the sheet pile holding part 13 of the placing jig 1 is a bolt / nut joint, other fixing means such as welding is employed. It is also possible to do.

さらにまた、実施の形態では、矢板把持部13は支圧板11に対して固定され、一対の添板13aの取付け向きがZ形鋼矢板2の形状に合わせて固定されているが、添板13aの取付け角度を調整することが可能な調整機構、例えば回転機構などの機能を備えたり、一対の添板の間に治具を挟むなどして矢板断面の角度に応じて添接位置を調整できるようにしても良い。この場合は、複数種のZ形鋼矢板の形状に合わせて適宜その添板13aの向きを変えて把持することが可能となり、複数種の打設用治具を作成せずに済むという利点がある。   Furthermore, in the embodiment, the sheet pile gripping portion 13 is fixed to the bearing plate 11 and the mounting direction of the pair of accessory plates 13a is fixed according to the shape of the Z-shaped steel sheet pile 2, but the accessory plate 13a It is possible to adjust the attachment position according to the angle of the cross section of the sheet pile by providing a function such as a rotation mechanism that can adjust the mounting angle of the attachment, or by sandwiching a jig between a pair of attachment plates. May be. In this case, according to the shape of a plurality of types of Z-shaped steel sheet piles, it is possible to appropriately change the orientation of the accessory plate 13a, and there is an advantage that it is not necessary to create a plurality of types of placing jigs. is there.

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、1A,1B、1C 打設用治具
2 Z形鋼矢板
3 バイブロハンマー
11 支圧板
11a 上面
11b 下面
12 チャック把持部
13 矢板把持部
13A、13B フランジ把持部(矢板把持部、外側把持部)
13C 重心把持部(矢板把持部)
13D 隅角把持部(矢板把持部、外側把持部)
13a 添板
13b ボルト孔
21 ウェブ
22、22A、22B フランジ
23 継手部
24A、24B 隅角部
31 シングルチャック
O 重心位置
X 壁体方向
Y 壁体直交方向
1, 1A, 1B, 1C Placing jig 2 Z-shaped steel sheet pile 3 Vibro hammer 11 Bearing plate 11a Upper surface 11b Lower surface 12 Chuck gripping part 13 Sheet pile gripping part 13A, 13B Flange gripping part (sheet pile gripping part, outer gripping part)
13C Center of gravity gripping part (sheet pile gripping part)
13D Corner gripping part (sheet pile gripping part, outer gripping part)
13a Attached plate 13b Bolt hole 21 Web 22, 22A, 22B Flange 23 Joint part 24A, 24B Corner part 31 Single chuck O Center of gravity position X Wall body direction Y Wall body orthogonal direction

Claims (3)

ウェブとウェブの両端に反対方向に延伸する端部に継手を有する平行な一対のフランジからなるZ形状の鋼矢板であるZ形鋼矢板を打設する際に、バイブロハンマーのシングルチャックによってZ形鋼矢板を把持するための打設用治具であって、
前記Z形鋼矢板の上端に上方から当接する支圧板と、
該支圧板から上方に向けて突設され、前記シングルチャックにより挟持されるチャック把持部と、
少なくともZ形鋼矢板の重心位置に対して点対称となる位置のフランジ、又はウェブとフランジとの隅角部を把持する矢板把持部と、
を備え、
前記チャック把持部が前記重心位置に配置されていることを特徴とするZ形鋼矢板における打設用治具。
When a Z-shaped steel sheet pile, which is a Z-shaped steel sheet pile consisting of a pair of parallel flanges having joints at opposite ends of the web and the opposite ends of the web, is placed in a Z-shape by a single chuck of a vibro hammer. A placing jig for gripping a steel sheet pile,
A bearing plate abutting on the upper end of the Z-shaped steel sheet pile from above;
A chuck gripping portion projecting upward from the bearing plate and sandwiched by the single chuck;
At least a flange at a position that is point-symmetric with respect to the center of gravity of the Z-shaped steel sheet pile, or a sheet pile gripping portion that grips the corners of the web and the flange,
With
The jig for placing in a Z-shaped steel sheet pile, wherein the chuck gripping portion is disposed at the position of the center of gravity.
前記矢板把持部は、
前記フランジ又は隅角部を把持位置とする外側把持部と、
前記Z形鋼矢板の重心位置を把持位置とする重心把持部と、
を有することを特徴とする請求項1に記載のZ形鋼矢板における打設用治具。
The sheet pile gripping part is
An outer gripping portion having the flange or corner as a gripping position;
A center-of-gravity gripping portion having a center of gravity position of the Z-shaped steel sheet pile as a gripping position;
The jig for placing in the Z-shaped steel sheet pile according to claim 1, characterized by comprising:
前記Z形鋼矢板は、奇数枚の複数枚で壁体を構成し、
前記壁体を同時に打設する際に、前記矢板把持部において、前記壁体の壁体方向の最外縁のZ形鋼矢板のフランジ又は隅角部を把持するとともに、複数枚の前記Z形鋼矢板のうち少なくとも1枚につき1箇所を把持することを特徴とする請求項1又は2に記載のZ形鋼矢板における打設用治具。
The Z-shaped steel sheet pile constitutes a wall body with an odd number of sheets,
When simultaneously placing the wall body, the sheet pile gripping part grips the flange or corner of the outermost Z-shaped steel sheet pile in the wall body direction of the wall body, and a plurality of the Z-shaped steel sheets The jig for placing in a Z-shaped steel sheet pile according to claim 1 or 2, wherein at least one of the sheet piles is gripped.
JP2013016625A 2013-01-31 2013-01-31 Driving tool for z-shaped steel sheet pile Pending JP2014148788A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101674576B1 (en) * 2016-05-31 2016-11-09 정품건설산업 주식회사 Construction method for retaining wall using composite H pile
KR102134366B1 (en) * 2019-07-11 2020-07-15 주식회사 신암이앤씨 Ground soil retaining method using h-beam and steel sheet

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03199523A (en) * 1989-12-27 1991-08-30 Sumitomo Metal Ind Ltd Striking of steel sheet pile
JP2000104251A (en) * 1998-09-28 2000-04-11 Nippon Steel Corp Jig for driving steel sheet pile
JP2010209530A (en) * 2009-03-06 2010-09-24 Daiichi Kiso Co Ltd Holding device for ground penetration member, method for constructing ground penetration member by using the same, and foundation structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03199523A (en) * 1989-12-27 1991-08-30 Sumitomo Metal Ind Ltd Striking of steel sheet pile
JP2000104251A (en) * 1998-09-28 2000-04-11 Nippon Steel Corp Jig for driving steel sheet pile
JP2010209530A (en) * 2009-03-06 2010-09-24 Daiichi Kiso Co Ltd Holding device for ground penetration member, method for constructing ground penetration member by using the same, and foundation structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101674576B1 (en) * 2016-05-31 2016-11-09 정품건설산업 주식회사 Construction method for retaining wall using composite H pile
KR102134366B1 (en) * 2019-07-11 2020-07-15 주식회사 신암이앤씨 Ground soil retaining method using h-beam and steel sheet

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