JP2019218819A - Formwork structure, and forming method of formwork structure - Google Patents

Formwork structure, and forming method of formwork structure Download PDF

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JP2019218819A
JP2019218819A JP2018119123A JP2018119123A JP2019218819A JP 2019218819 A JP2019218819 A JP 2019218819A JP 2018119123 A JP2018119123 A JP 2018119123A JP 2018119123 A JP2018119123 A JP 2018119123A JP 2019218819 A JP2019218819 A JP 2019218819A
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formwork
holes
fixture
separator
nut
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JP7027265B2 (en
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安永 正道
Masamichi Yasunaga
正道 安永
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Kajima Corp
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Abstract

To provide a formwork structure and the like capable of reducing construction labor and cost.SOLUTION: A formwork structure provided to construct a side wall of an underground structure inside an underground continuous wall 3 includes a formwork, a separator 12, a fixture 13, a fixing portion and the like. The fixture 13 includes a rectangular plate 131 and two nuts 133. The fixture 13 is buried in the underground continuous wall 3, and one end of the separator 12 is fixed to the underground continuous wall 3 by selecting either nut 133 and fastening the one end of the separator 12 into a screw hole 133a of the nut 133. On the other hand, two holes are provided close to each other, and the other end of the separator 12 is fixed to the formwork by the fixing portion using either hole.SELECTED DRAWING: Figure 3

Description

本発明は、型枠構造およびその形成方法に関する。   The present invention relates to a mold structure and a method for forming the same.

地下構造物を施工する際、鉄筋コンクリート製の地中連続壁を山留兼遮水壁としてその内側の地盤を掘削し、地中連続壁の内側に地下構造物の底版および側壁を構築する工事が多く行われている。   When constructing an underground structure, excavating the ground inside the reinforced concrete underground continuous wall as a ridge and impermeable wall, and constructing the bottom plate and side wall of the underground structure inside the underground continuous wall Much has been done.

地下構造物の側壁の構築時には、地中連続壁とその内側の型枠との間で、縦筋と横筋を格子状に配置した主筋を地中連続壁側および型枠側にそれぞれ設置し、地中連続壁と型枠の間にコンクリートを打設するのが一般的である。   At the time of construction of the side wall of the underground structure, between the underground continuous wall and the formwork inside the underground structure, the main reinforcement with vertical and horizontal streaks arranged in a lattice shape is installed on the underground continuous wall side and the formwork side, respectively. It is common to cast concrete between underground continuous walls and formwork.

地中連続壁と型枠の間には、地中連続壁側の主筋(外側主筋という)および型枠側の主筋(内側主筋という)の隙間を縫って直線状にセパレータ(連結材)が張り渡され、これにより地中連続壁に型枠を連結し、コンクリートの打設時型枠に生じるコンクリート圧に抵抗する構造となっている。   Between the underground continuous wall and the formwork, a separator (connecting material) is stretched linearly by sewing the gap between the main reinforcement on the underground continuous wall side (referred to as the outer main reinforcement) and the main reinforcement on the formwork side (referred to as the inner main reinforcement). In this way, the formwork is connected to the underground continuous wall, and the structure is constructed to resist the concrete pressure generated in the formwork when concrete is poured.

セパレータを配置するには、これらの主筋を設置した後、外側主筋の間を縫って地中連続壁に削孔し、内側主筋の間を縫って内型枠に削孔する。そして、地中連続壁および型枠の孔を利用してセパレータの両端を固定する。   In order to arrange the separator, after these main reinforcements are installed, the outer main reinforcements are sewn to bore the underground continuous wall, and the inner main reinforcements are sewn to the inner formwork. Then, both ends of the separator are fixed using the underground continuous wall and the holes of the formwork.

ただし、セパレータの固定のために地中連続壁や型枠に削孔する場合、主筋を避けながらの削孔となるため手間が掛かって工期が延長する要因となる。また地中連続壁の削孔時には、地中連続壁の鉄筋と外側主筋の位置が合わないため、外側主筋の隙間から削孔した時に地中連続壁の鉄筋に接触し、場所を変えながらの削孔となることも多い。   However, when drilling holes in an underground continuous wall or formwork for fixing the separator, the drilling is performed while avoiding the main reinforcement, which is troublesome and increases the construction period. Also, when drilling the underground continuous wall, the reinforcement of the underground continuous wall does not match the position of the outer main reinforcement, so when drilling from the gap between the outer main reinforcements, it contacts the underground continuous wall reinforcement and changes the location. Often drilled.

一方、特許文献1には、地中連続壁に埋設された固定具に外側のねじ鉄筋の一端を螺合し、型枠に埋設された固定具に内側のねじ鉄筋の一端を螺合して、内外のねじ鉄筋の他端同士を治具により接続することが記載されている。このように固定具を事前に埋め込んでおくことで削孔の手間を省くことが可能になる。また固定用の孔を事前に型枠に削孔しておくことも可能である。   On the other hand, in Patent Document 1, one end of an outer threaded reinforcing bar is screwed into a fixture buried in an underground continuous wall, and one end of an inner threaded reinforcing bar is screwed into a fixture buried in a formwork. It describes that the other ends of the inner and outer threaded reinforcing bars are connected by a jig. By embedding the fixing tool in advance in this way, it is possible to save time and labor for drilling. Further, it is also possible to previously drill a fixing hole in the formwork.

特開平10-131398号公報JP-A-10-131398

しかしながら、事前に設けた固定具や孔を利用する場合、その固定具や孔が、設置されている側壁の主筋に被る位置になってしまうことが多く、その場合、主筋が邪魔になり連結材の固定ができない。結果、別の位置で削孔のやり直しを行って連結材を固定する必要が生じ、施工に手間やコストがかかる。   However, when using the fixtures and holes provided in advance, the fixtures and holes are often located at positions where the main streaks of the installed side walls are covered. Cannot be fixed. As a result, it is necessary to perform the drilling again at another position to fix the connecting member, which requires labor and cost for construction.

本発明は上記の問題に鑑みてなされたものであり、施工の手間とコストを削減できる型枠構造等を提供することを目的とする。   The present invention has been made in view of the above problems, and has as its object to provide a formwork structure and the like that can reduce the labor and cost of construction.

前述した課題を解決するための第1の発明は、連結材によって型枠を連結対象に連結した型枠構造であって、前記連結対象と前記型枠の双方において、複数の孔が近傍に設けられ、そのいずれかの孔を用いて前記連結材が前記連結対象と前記型枠とに固定されたことを特徴とする型枠構造である。   A first invention for solving the above-described problem is a formwork structure in which a formwork is connected to a connection object by a connection material, and a plurality of holes are provided near both the connection object and the formwork. And the connecting member is fixed to the connection target and the form using any one of the holes.

本発明では、型枠とその連結対象に設けた複数の孔のうちいずれかの孔を連結材の固定に用いることで、連結対象と型枠の間の主筋との干渉を避けて連結材の両端を型枠とその連結対象に固定することができ、型枠構造の施工が容易となりその手間やコストを削減できる。例えば、連結材の固定用に複数の孔を設け、そのうち主筋と被らない位置にあるいずれかの孔を選んで連結材の固定に用いることで、主筋との干渉を避けて連結材を容易に固定することができる。上記の孔は、連結対象や型枠に設けた固定具の筒体の孔などであってもよく、その場合には1つの孔を中心とする円周上の任意の位置に連結材の固定用の別の孔の位置を設定することも可能であり、これによっても連結材と主筋との干渉を容易に回避できる。   In the present invention, by using any one of the plurality of holes provided in the mold and its connection target for fixing the connection material, it is possible to avoid interference with the main reinforcement between the connection target and the formwork to prevent connection of the connection material. Both ends can be fixed to the formwork and its connection object, so that the construction of the formwork can be facilitated and the labor and cost can be reduced. For example, by providing a plurality of holes for fixing the connecting material, selecting one of the holes that does not cover the main reinforcement and using it for fixing the connecting material, it is possible to avoid interference with the main reinforcement and to easily connect the connecting material. Can be fixed to The above-mentioned hole may be a hole to be connected or a hole of a cylindrical body of a fixture provided on a formwork. In this case, the connecting material is fixed at an arbitrary position on the circumference around one hole. It is also possible to set the position of another hole for use, so that the interference between the connecting member and the main bar can be easily avoided.

前記複数の孔が、鉛直方向および水平方向に対して傾斜する方向に間隔を空けて設けられることが望ましい。
本発明では、複数の孔を、鉛直方向および水平方向に対して傾斜する方向に並ぶように設けることで、1本の縦筋や横筋に複数の孔が同時に被ることがない。そのため、主筋の縦筋や横筋と干渉せずに連結材を固定できる確率を向上させることができる。
It is preferable that the plurality of holes are provided at intervals in a direction inclined with respect to a vertical direction and a horizontal direction.
In the present invention, by providing the plurality of holes so as to be arranged in a direction inclined with respect to the vertical direction and the horizontal direction, the plurality of holes do not simultaneously cover one vertical or horizontal streak. Therefore, the probability that the connecting member can be fixed without interfering with the vertical and horizontal streaks of the main streaks can be improved.

前記連結対象と前記型枠の少なくとも一方において、鉛直方向および水平方向に対して傾斜する方向に間隔を空けて配置された2つの孔、および、前記2つの孔を結ぶ線分から前記線分の方向と交差し且つ鉛直方向および水平方向に対して傾斜する方向に間隔を空けて配置された孔が、近傍に設けられることが望ましい。
これにより、連結材を主筋の縦筋や横筋と干渉せずに固定できる確率をさらに向上することができる。
In at least one of the connection target and the formwork, two holes arranged at intervals in a direction inclined with respect to a vertical direction and a horizontal direction, and a line segment connecting the two holes to a direction of the line segment It is desirable that holes are provided in the vicinity, which are spaced from each other in a direction crossing the vertical direction and inclined with respect to the vertical direction and the horizontal direction.
Thereby, the probability that the connecting member can be fixed without interfering with the vertical and horizontal streaks of the main bar can be further improved.

プレートに複数の筒体を設けた固定具が前記連結対象または前記型枠に埋設され、それぞれの前記孔が前記筒体の孔であることが望ましい。
本発明では上記の固定具を予め連結対象または型枠に埋設することで、施工がより容易になる。
It is preferable that a fixture having a plurality of cylinders provided on a plate is embedded in the connection target or the mold, and each of the holes is a hole of the cylinder.
In the present invention, construction is easier by embedding the above-mentioned fixture in a connection object or a formwork in advance.

プレートに通したボルトを前記連結対象または前記型枠に埋設された筒体の孔に締め込むことで前記プレートが前記筒体に固定され、前記プレートの前記筒体と反対側の面に前記筒体から間隔を空けて設けられた別の筒体の孔を用いて前記連結材が固定されることも望ましい。また、前記ボルトが前記プレートの長孔に通されることも望ましい。
この場合、連結対象または型枠に埋設された筒体を中心とする円周上の任意の位置に、連結材の固定用の筒体の位置を設定することができ、連結材と主筋との干渉を容易に回避できる。さらに、ボルトをプレートの長孔に通すことで、プレートをボルトに対しスライドさせて連結材の固定用の筒体の位置を調整することができ、連結材と主筋との干渉をより容易に回避できる。
The plate is fixed to the cylinder by tightening bolts passed through the plate into holes of the cylinder buried in the connection object or the mold, and the cylinder is fixed to a surface of the plate opposite to the cylinder. It is also preferable that the connecting member is fixed by using a hole of another cylindrical body provided at a distance from the body. Preferably, the bolt is passed through a slot of the plate.
In this case, the position of the connecting member fixing cylinder can be set at an arbitrary position on the circumference centered on the connecting object or the tube buried in the formwork. Interference can be easily avoided. Furthermore, by passing the bolt through the long hole of the plate, the plate can be slid with respect to the bolt to adjust the position of the cylinder for fixing the connecting material, and the interference between the connecting material and the main bar can be more easily avoided. it can.

第2の発明は、連結材によって型枠を連結対象に連結した型枠構造の形成方法であって、前記連結対象と前記型枠の双方において、複数の孔が近傍に設けられ、そのいずれかの孔を用いて前記連結材を前記連結対象と前記型枠とに固定することを特徴とする型枠構造の形成方法である。   A second invention is a method for forming a mold structure in which a mold is connected to a connection object by a connection material, wherein a plurality of holes are provided in the vicinity of both the connection object and the form, The method according to claim 1, wherein the connecting member is fixed to the connection target and the mold using the holes.

本発明により、施工の手間とコストを削減できる型枠構造等を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the formwork structure etc. which can reduce the labor and cost of construction can be provided.

型枠構造1の概略を示す図。The figure which shows the outline of the formwork structure 1. FIG. 固定具13を示す図。The figure which shows the fixture 13. 固定具13を示す図。The figure which shows the fixture 13. 固定具13の埋設方法を示す図。The figure which shows the embedding method of the fixing tool 13. 定着部14と型枠11の孔111の配置を示す図。FIG. 3 is a diagram illustrating an arrangement of a fixing unit and holes of a mold; 型枠11の立面図。The elevation view of the formwork 11. 地下構造物の側壁の施工方法を示す図。The figure which shows the construction method of the side wall of an underground structure. 外側主筋5bの縦筋51や横筋52に干渉せずにセパレータ12を固定できる固定具13とナット140の設置範囲を示す図。The figure which shows the installation range of the fixing tool 13 and the nut 140 which can fix the separator 12 without interfering with the vertical streak 51 and the horizontal streak 52 of the outer main bar 5b. 型枠構造1’、1a、1b、1cを示す図。The figure which shows the formwork structure 1 ', 1a, 1b, 1c. 固定具13aを示す図。The figure which shows the fixture 13a. 固定具13aを示す図。The figure which shows the fixture 13a. 型枠11aの立面図。The elevation view of the formwork 11a. 外側主筋5bの縦筋51や横筋52に干渉せずにセパレータ12を固定できる固定具13aの設置範囲を示す図。The figure which shows the installation range of the fixing tool 13a which can fix the separator 12 without interfering with the vertical line 51 and the horizontal line 52 of the outer main line 5b. 固定具13bを示す図。The figure which shows the fixture 13b. 固定具13bの設置方法を示す図。The figure which shows the installation method of the fixture 13b. 固定具13b’を示す図。The figure which shows the fixture 13b '.

以下、図面に基づいて本発明の好適な実施形態について詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

[第1の実施形態]
図1は本発明の第1の実施形態に係る型枠構造1の概略を示す図である。本実施形態では、地盤2に地中連続壁3が設けられ、その内側の掘削箇所20に地下構造物の底版4が構築される。型枠構造1は、地下構造物の側壁を地中連続壁3の内側に構築するために設けられ、型枠11、セパレータ12、固定具13、定着部14等を有する。
[First Embodiment]
FIG. 1 is a view schematically showing a mold structure 1 according to a first embodiment of the present invention. In the present embodiment, the underground continuous wall 3 is provided on the ground 2, and the bottom slab 4 of the underground structure is constructed at an excavation point 20 inside the underground continuous wall 3. The formwork structure 1 is provided for constructing the side wall of the underground structure inside the underground continuous wall 3, and includes a formwork 11, a separator 12, a fixture 13, a fixing unit 14, and the like.

型枠11は地中連続壁3の内側に配置される内型枠であり、セパレータ12によって連結対象である地中連続壁3に連結される。型枠11は、例えば鋼製型枠や木製型枠、コンクリート製のセグメント型枠などであるが、これに限ることはない。   The formwork 11 is an inner formwork arranged inside the underground continuous wall 3, and is connected to the underground continuous wall 3 to be connected by the separator 12. The mold 11 is, for example, a steel mold, a wooden mold, a concrete segment mold, or the like, but is not limited thereto.

地中連続壁3と型枠11の間には、側壁の主筋として、型枠11側に内側主筋5aが、地中連続壁3側に外側主筋5bが建て込まれる。内側主筋5a、外側主筋5bは、いずれも縦筋51と横筋52とを格子状に配置したものである。縦筋51は鉛直方向の鉄筋であり、横筋52は水平方向の鉄筋である。地中連続壁3と型枠11の間にこれらの鉄筋を配置してコンクリートを打設することで、地下構造物の側壁が構築される。   Between the underground continuous wall 3 and the formwork 11, an inner main reinforcement 5a is built on the formwork 11 side and an outer main reinforcement 5b is built on the underground continuous wall 3 side as main reinforcement of the side wall. Each of the inner main bar 5a and the outer main bar 5b is configured by arranging a vertical bar 51 and a horizontal bar 52 in a lattice pattern. The vertical bar 51 is a vertical bar, and the horizontal bar 52 is a horizontal bar. By arranging these rebars between the underground continuous wall 3 and the formwork 11 and casting concrete, the side wall of the underground structure is constructed.

セパレータ12は棒状の連結材であり、型枠11を地中連続壁3と連結してコンクリート打設時に型枠11に加わるコンクリート圧に抵抗し、型枠11の形状を保持する。セパレータ12の一端は固定具13によって地中連続壁3に固定され、他端は定着部14によって型枠11に固定される。   The separator 12 is a rod-shaped connecting member, and connects the form 11 to the underground continuous wall 3 to resist the concrete pressure applied to the form 11 at the time of placing concrete, and to maintain the shape of the form 11. One end of the separator 12 is fixed to the underground continuous wall 3 by the fixture 13, and the other end is fixed to the form 11 by the fixing unit 14.

図2は固定具13を示す図である。固定具13は、矩形状のプレート131に2つのナット133を溶接等により固定し一体化したものである。   FIG. 2 is a view showing the fixture 13. The fixture 13 is formed by integrally fixing two nuts 133 to a rectangular plate 131 by welding or the like.

各ナット133は、プレート131の長手方向の両端部でプレート131の一方の面に固定される。ナット133は、軸方向がプレート131の面と直交するように配置した筒体であり、軸方向のネジ孔133aがセパレータ12の固定に用いられる。   Each nut 133 is fixed to one surface of the plate 131 at both ends in the longitudinal direction of the plate 131. The nut 133 is a cylindrical body arranged so that the axial direction is orthogonal to the surface of the plate 131, and the screw hole 133 a in the axial direction is used for fixing the separator 12.

図3(a)は地中連続壁3の表面を見た図であり、図3(b)は図3(a)の線A−Aによる断面を示す図である。図3(a)では外側主筋5bの縦筋51と横筋52、および固定具13のプレート131の位置を鎖線で示している。   FIG. 3A is a view of the surface of the underground continuous wall 3, and FIG. 3B is a view showing a cross section taken along line AA in FIG. 3A. In FIG. 3A, the positions of the vertical streaks 51 and the horizontal streaks 52 of the outer main streaks 5b and the position of the plate 131 of the fixture 13 are indicated by chain lines.

固定具13は、ナット133を地中連続壁3の表面側に向けて地中連続壁3に埋設され、2つのナット133を結ぶ線分Lが鉛直方向および水平方向に対し傾斜するように配置される。これにより、2つのナット133が、鉛直方向および水平方向に対して傾斜する方向に間隔を空けて近傍に設けられる。   The fixture 13 is buried in the underground continuous wall 3 with the nut 133 facing the surface of the underground continuous wall 3, and is arranged such that a line segment L connecting the two nuts 133 is inclined with respect to the vertical direction and the horizontal direction. Is done. Thereby, the two nuts 133 are provided in the vicinity at an interval in the direction inclined with respect to the vertical direction and the horizontal direction.

線分Lの傾斜は、縦筋51と横筋52で囲まれた区画の対角線の傾斜に合わせたものとなっている。線分Lの長さは、縦筋51と横筋52の鉄筋径(縦筋51と横筋52の鉄筋径が異なる場合は、大きい方の鉄筋径)の1.4倍を超え、且つ対角線の長さより小さい値とする。本実施形態では対角線の長さのほぼ半分となっている。   The inclination of the line segment L is adjusted to the inclination of the diagonal line of the section surrounded by the vertical streaks 51 and the horizontal streaks 52. The length of the line segment L is greater than 1.4 times the rebar diameter of the longitudinal bar 51 and the horizontal bar 52 (if the rebar bar diameter of the vertical bar 51 and the horizontal bar 52 is different), and is smaller than the length of the diagonal line. Value. In the present embodiment, the length is almost half of the length of the diagonal line.

本実施形態では、固定具13のいずれかのナット133を選んでそのナット133のネジ孔133aにセパレータ12の一端のネジを締め込むことで、セパレータ12の一端が地中連続壁3に固定される。   In the present embodiment, one of the nuts 133 of the fixture 13 is selected, and one end of the separator 12 is screwed into the screw hole 133a of the nut 133, whereby one end of the separator 12 is fixed to the underground continuous wall 3. You.

固定具13は、地中連続壁3の鉄筋に予め取付けておき、地中連続壁3を構築する際に、図4に示すように地盤2に掘削された溝30の内部に鉄筋31とともに建て込まれる。溝30にコンクリートを打設することで地中連続壁3が構築され、固定具13は地中連続壁3に埋設される。ナット133のネジ孔133aはキャップ等の閉塞材(不図示)で予め塞いでおき、これにより地中連続壁3のコンクリートの流入を防止する。閉塞材は地中連続壁3の内側の地盤を掘削する際に外しておく。   The fixing device 13 is attached to the reinforcing bar of the underground continuous wall 3 in advance, and when the underground continuous wall 3 is constructed, it is built together with the reinforcing bar 31 inside the groove 30 excavated in the ground 2 as shown in FIG. Be included. The underground continuous wall 3 is constructed by placing concrete in the groove 30, and the fixture 13 is embedded in the underground continuous wall 3. The screw hole 133a of the nut 133 is previously closed with a closing material (not shown) such as a cap, thereby preventing the concrete from flowing into the underground continuous wall 3. The plugging material is removed when excavating the ground inside the underground continuous wall 3.

図5(a)は定着部14を示す図である。定着部14は、プラスチックコーン141、ホンタイ142、座金143、端太144、ナット145等を有する。   FIG. 5A is a diagram illustrating the fixing unit 14. The fixing unit 14 has a plastic cone 141, a phone tie 142, a washer 143, a thick end 144, a nut 145, and the like.

プラスチックコーン141はネジ孔を有する略円錐台状の部材であり、型枠11の孔111に対応する位置で型枠11の地中連続壁3側の面に配置される。プラスチックコーン141のネジ孔には、セパレータ12の他端のネジが締め込まれる。   The plastic cone 141 is a substantially frustoconical member having a screw hole, and is disposed on the surface of the mold 11 on the side of the underground continuous wall 3 at a position corresponding to the hole 111 of the mold 11. The screw at the other end of the separator 12 is screwed into the screw hole of the plastic cone 141.

ホンタイ142は型枠11の孔111に挿通される棒材であり、地中連続壁3側に突出する一端のネジがプラスチックコーン141のネジ孔に締め込まれ、型枠11のさらに内側に突出する他端には、座金143と、当該他端のネジに螺合するナット145が設けられる。   The phone tie 142 is a rod material inserted into the hole 111 of the formwork 11. A screw at one end protruding toward the underground continuous wall 3 is screwed into a screw hole of the plastic cone 141, and protrudes further inside the formwork 11. The other end is provided with a washer 143 and a nut 145 that is screwed into the screw at the other end.

座金143と型枠11の間には端太144が配置され、座金143はナット145の締め込みによって端太144を型枠11側に押さえる。   An end 144 is arranged between the washer 143 and the mold 11, and the washer 143 presses the end 144 toward the form 11 by tightening a nut 145.

図5(b)は型枠11の地中連続壁3側の面を見た図であり、図3(a)と同様、内側主筋5aの縦筋51と横筋52の位置を鎖線で示している。   FIG. 5 (b) is a view of the surface of the formwork 11 on the side of the underground continuous wall 3, and similarly to FIG. 3 (a), the positions of the vertical streaks 51 and the horizontal streaks 52 of the inner main streaks 5a are indicated by chain lines. I have.

図5(b)に示すように、本実施形態の型枠11では予め2つの孔111が近傍に設けられ、これらの孔111が鉛直方向および水平方向に対して傾斜する方向に間隔を空けて配置される。固定具13のナット133と同様、2つの孔111を結ぶ線分L’の傾斜も、内側主筋5aの縦筋51と横筋52で囲まれた区画の対角線の傾斜に合わせたものとなっている。また線分L’の長さも縦筋51と横筋52の鉄筋径(縦筋51と横筋52の鉄筋径が異なる場合は、大きい方の鉄筋径)の1.4倍を超え、且つ対角線の長さより小さい値とし、本実施形態では対角線の長さのほぼ半分となっている。   As shown in FIG. 5B, in the mold 11 of the present embodiment, two holes 111 are provided in advance in the vicinity, and these holes 111 are spaced from each other in a direction inclined with respect to the vertical direction and the horizontal direction. Be placed. Similarly to the nut 133 of the fixture 13, the inclination of the line segment L 'connecting the two holes 111 also matches the diagonal inclination of the section surrounded by the vertical streaks 51 and the horizontal streaks 52 of the inner main streaks 5a. . In addition, the length of the line segment L 'also exceeds 1.4 times the diameter of the reinforcing bar of the vertical bar 51 and the horizontal bar 52 (when the bar diameter of the vertical bar 51 and the horizontal bar 52 is different, the larger bar) and is smaller than the length of the diagonal line. In this embodiment, the length is approximately half the length of the diagonal line.

本実施形態では、孔111のどちらかを選んで上記のプラスチックコーン141の配置やホンタイ142の挿通、座金143と端太144の設置、ナット145の締め込みを行うことで定着部14が形成され、これによりセパレータ12の他端が型枠11に固定される。   In the present embodiment, the fixing portion 14 is formed by selecting one of the holes 111 and arranging the plastic cone 141, inserting the phone tie 142, installing the washer 143 and the end 144, and tightening the nut 145. Thereby, the other end of the separator 12 is fixed to the mold 11.

図6は型枠11の立面図である。型枠11には、上記の2つの孔111を一組として、孔111の組が鉛直方向および水平方向に間隔をおいて複数箇所に設けられる。   FIG. 6 is an elevation view of the mold 11. The mold 11 includes a pair of the above-described two holes 111, and a plurality of pairs of the holes 111 are provided at a plurality of positions at intervals in the vertical direction and the horizontal direction.

図7は地下構造物の側壁の構築方法を示す図である。側壁を構築するには、まず図7(a)に示すように、固定具13が埋設された地中連続壁3の内側に前記の内側主筋5aおよび外側主筋5bを組み立て、型枠11を設置する。   FIG. 7 is a diagram showing a method of constructing the side wall of the underground structure. To construct the side wall, first, as shown in FIG. 7A, the inner main reinforcing bar 5a and the outer main reinforcing bar 5b are assembled inside the underground continuous wall 3 in which the fixture 13 is buried, and the formwork 11 is installed. I do.

そして、固定具13のいずれかのナット133を選び、セパレータ12の一端をそのネジ孔133aに締め込んで固定する。同じく型枠11の上記2つの孔111のうちいずれかを選んでプラスチックコーン141の配置やホンタイ142の挿通、座金143と端太144の設置、ナット145の締め込みを行って定着部14によりセパレータ12の他端を型枠11に固定する。これにより図7(b)に示すように型枠構造1が形成される。   Then, one of the nuts 133 of the fixture 13 is selected, and one end of the separator 12 is tightened into the screw hole 133a and fixed. Similarly, one of the two holes 111 of the mold 11 is selected, the plastic cone 141 is disposed, the phone tie 142 is inserted, the washer 143 and the end cap 144 are installed, and the nut 145 is tightened. The other end of 12 is fixed to the mold 11. Thereby, the mold structure 1 is formed as shown in FIG.

その後、図7(c)に示すように地中連続壁3と型枠11との間にコンクリート50を打設することで、地下構造物の側壁5が構築される。コンクリート50の打設時に型枠11に加わるコンクリート圧をセパレータ12で支持することで、型枠11の変位を小さくしてコンクリート表面の出来形が良くなる。なお、地下構造物は例えば地下貯水槽などであるが、特に限定されることはない。   Thereafter, as shown in FIG. 7 (c), concrete 50 is poured between the underground continuous wall 3 and the formwork 11, whereby the side wall 5 of the underground structure is constructed. By supporting the concrete pressure applied to the formwork 11 at the time of placing the concrete 50 by the separator 12, the displacement of the formwork 11 is reduced and the shape of the concrete surface is improved. The underground structure is, for example, an underground water storage tank, but is not particularly limited.

固定具13のナット133や型枠11の孔111の選択は、セパレータ12が内側主筋5aや外側主筋5bに干渉しないように行う。型枠11については、選択されない方の孔111をキャップ等の閉塞材(不図示)で閉塞しておく。   The selection of the nut 133 of the fixture 13 and the hole 111 of the mold 11 is performed so that the separator 12 does not interfere with the inner main reinforcement 5a and the outer main reinforcement 5b. Regarding the mold 11, the hole 111 that is not selected is closed with a closing material (not shown) such as a cap.

閉塞材は、孔111の内面のネジ(不図示)と螺合するねじ込み式にするなどして、型枠11に対し着脱可能とする。側壁5の構築後、ホンタイ142や座金143、端太144等を撤去して図7(d)に示すように型枠11を取り外すことで型枠11が転用可能となる。プラスチックコーン141も側壁5から撤去し、プラスチックコーン141の有った場所にはモルタル充填を行っておく。また、型枠11を次の場所に移設した後、閉塞材で閉塞していた孔111を使うようであれば閉塞材は撤去する。   The closing member is made detachable from the mold 11 by, for example, a screwing type screwing with a screw (not shown) on the inner surface of the hole 111. After the side wall 5 is constructed, the mold tie 11 can be diverted by removing the phone tie 142, the washer 143, the end brace 144 and the like and removing the mold 11 as shown in FIG. 7D. The plastic cone 141 is also removed from the side wall 5, and the place where the plastic cone 141 was located is filled with mortar. After the mold 11 is moved to the next place, if the hole 111 closed by the closing material is used, the closing material is removed.

図8(a)は、外側主筋5bの縦筋51と横筋52、および固定具13のナット133の位置関係を模式的に示す図である。   FIG. 8A is a diagram schematically showing a positional relationship between the vertical streaks 51 and the horizontal streaks 52 of the outer main streaks 5 b and the nuts 133 of the fixture 13.

図8(a)のグレーで示す部分は、1本のセパレータ12に対して図3に示す向きの固定具13を1つ設ける場合に、外側主筋5bの縦筋51や横筋52に干渉せずにセパレータ12をいずれかのナット133で固定できる固定具13の設置範囲を示している。   8A does not interfere with the vertical streak 51 and the horizontal streak 52 of the outer main streaks 5b when one fixing member 13 in the direction illustrated in FIG. 2 shows an installation range of the fixture 13 that can fix the separator 12 with any of the nuts 133.

グレーの部分は、固定具13の位置を右上のナット133の位置として上記の設置範囲を示すものであり、例えば図8(a)で右側に例示した固定具13(13−1)では、右上のナット133は縦筋51、横筋52に被っており、そのナット133でセパレータ12を固定することができないが、左下のナット133は縦筋51や横筋52に被っておらず、縦筋51や横筋52と干渉することなくセパレータ12を固定できる。   The gray portion indicates the above-mentioned installation range with the position of the fixing device 13 as the position of the upper right nut 133. For example, in the fixing device 13 (13-1) illustrated on the right side in FIG. The nut 133 covers the vertical streak 51 and the horizontal streak 52, and the nut 133 cannot fix the separator 12. However, the lower left nut 133 does not cover the vertical streak 51 and the horizontal streak 52. The separator 12 can be fixed without interfering with the horizontal streaks 52.

そのため、セパレータ12を固定具13のどちらのナット133でも固定できないケースは、左側に例示する固定具13(13−2)のように、2つのナット133の双方が縦筋51や横筋52の位置に被っている場合のみになる。   For this reason, in the case where the separator 12 cannot be fixed by either of the nuts 133 of the fixing device 13, both the two nuts 133 are located at the positions of the vertical streaks 51 and the horizontal streaks 52 as in the fixing device 13 (13-2) illustrated on the left side. Only if you are suffering from.

一方、図8(b)のグレーで示す部分は、1本のセパレータ12に対してセパレータ12の固定用のナット140を単独で設ける場合に、外側主筋5bの縦筋51や横筋52に干渉せずにセパレータ12を固定できるナット140の設置範囲を示している。   On the other hand, the shaded portion in FIG. 8B interferes with the vertical streak 51 and the horizontal streak 52 of the outer main bar 5b when the nut 140 for fixing the separator 12 is provided alone for one separator 12. 3 shows an installation range of the nut 140 that can fix the separator 12 without using the same.

この場合、ナット140の位置が縦筋51や横筋52に被るとセパレータ12はこれらの鉄筋に干渉し、ナット140で固定できない。そのため、縦筋51や横筋52に干渉せずにセパレータ12を固定できるナット140の設置範囲は、固定具13の場合に比べて小さくなる。   In this case, if the position of the nut 140 covers the vertical streaks 51 and the horizontal streaks 52, the separator 12 interferes with these reinforcing bars and cannot be fixed by the nut 140. Therefore, the installation range of the nut 140 that can fix the separator 12 without interfering with the vertical streaks 51 and the horizontal streaks 52 is smaller than that in the case of the fixture 13.

縦筋51と横筋52の径をそれぞれ32(mm)、縦筋51と横筋52の中心間の間隔をそれぞれ200(mm)、セパレータ12の径を16(mm)とし、縦筋51の中心と横筋52の中心で囲まれた区画Dに対する図8(a)、図8(b)の設置範囲の割合を試算したところ、図8(a)の設置範囲の割合は84.64%となり、図8(b)の設置範囲の割合は57.76%となった。   The diameter of the vertical streaks 51 and the horizontal streaks 52 is 32 (mm), the interval between the centers of the vertical streaks 51 and the horizontal streaks 52 is 200 (mm), the diameter of the separator 12 is 16 (mm), and the center of the vertical streaks 51 is When the ratio of the installation range in FIGS. 8A and 8B to the section D surrounded by the center of the horizontal streak 52 is estimated, the ratio of the installation range in FIG. 8A is 84.64%, and FIG. The proportion of the installation range of b) was 57.76%.

このように、セパレータ12の固定用の2つのナット133を有する固定具13を前記のように配置する場合、ナット140を単独で設ける場合と比較して、外側主筋5bの縦筋51や横筋52と干渉せずにセパレータ12を固定できる確率が向上し、作業性が大幅に改善される。型枠11についても、固定具13のナット133と同様に2つの孔111を配置することにより、内側主筋5aの縦筋51や横筋52と干渉せずにセパレータ12を固定できる確率が向上する。   As described above, when the fixing device 13 having the two nuts 133 for fixing the separator 12 is arranged as described above, the vertical streaks 51 and the horizontal streaks 52 of the outer main reinforcing bar 5b are compared with the case where the nut 140 is provided alone. Therefore, the probability that the separator 12 can be fixed without interfering with the operation is improved, and workability is greatly improved. By arranging the two holes 111 in the mold 11 in the same manner as the nut 133 of the fixture 13, the probability that the separator 12 can be fixed without interfering with the vertical streaks 51 and the horizontal streaks 52 of the inner main streaks 5a is improved.

以上説明したように、第1の実施形態によれば、固定具13のいずれかのナット133と、型枠11に設けた2つの孔111のうちいずれかの孔111を用いることで、主筋との干渉を避けてセパレータ12の両端を地中連続壁3と型枠11に固定することができ、型枠構造1の施工が容易となりその手間やコストが削減できる。   As described above, according to the first embodiment, by using any one of the nuts 133 of the fixture 13 and any one of the two holes 111 provided in the formwork 11, the main reinforcement is formed. Of the separator 12 can be fixed to the underground continuous wall 3 and the formwork 11 while avoiding the interference of the above, and the construction of the formwork structure 1 is facilitated, and the labor and cost can be reduced.

特に本実施形態では、固定具13を地中連続壁3に予め埋設しておき、これを用いてセパレータ12の固定を行うことで、施工がより容易になる。   In particular, in the present embodiment, the fixing device 13 is buried in the underground continuous wall 3 in advance, and the separator 12 is fixed using the fixing device 13, thereby facilitating construction.

固定具13の2つのナット133や型枠11に設けた2つの孔111は、鉛直方向および水平方向に対して傾斜する方向に並ぶように配置されており、1本の縦筋51や横筋52に2つのナット133や2つの孔111の位置が同時に被ることはない。そのため、縦筋51や横筋52と干渉せずにセパレータ12を固定できる確率が向上する。   The two nuts 133 of the fixture 13 and the two holes 111 provided in the mold 11 are arranged so as to be arranged in a direction inclined with respect to the vertical direction and the horizontal direction. The positions of the two nuts 133 and the two holes 111 do not overlap at the same time. Therefore, the probability that the separator 12 can be fixed without interfering with the vertical streaks 51 and the horizontal streaks 52 is improved.

しかしながら、本発明はこれに限らない。例えば本実施形態では連結材として1本物のセパレータ12を用いているが、地中連続壁3に一端を固定したネジ鉄筋と、型枠11に一端を固定したネジ鉄筋の他端同士をカプラー等の接続治具で接続して連結材としてもよい。ただし、本実施形態のように1本物のセパレータ12を用いるほうがコスト、工期面で有利である。   However, the present invention is not limited to this. For example, in the present embodiment, one single separator 12 is used as the connecting material, but a screw rebar having one end fixed to the underground continuous wall 3 and a screw rebar having one end fixed to the formwork 11 are connected to each other by a coupler or the like. The connecting member may be used as a connecting member. However, the use of a single separator 12 as in the present embodiment is more advantageous in terms of cost and construction period.

また、本実施形態では型枠11を地中連続壁3に連結するが、地中連続壁3に代えて地下構造物等のその他の地下躯体に連結してもよい。   In the present embodiment, the formwork 11 is connected to the underground continuous wall 3, but may be connected to another underground structure such as an underground structure instead of the underground continuous wall 3.

また図9(a)の型枠構造1’に示すように、固定具13を前記と同様に埋設したコンクリート製の型枠11’を地中連続壁3に連結してもよい。あるいは図9(b)の型枠構造1aに示すように、型枠11の連結対象を上記の型枠11’とすることも可能である。さらに、図9(c)の型枠構造1bに示すように型枠11同士を連結することもでき、図9(d)の型枠構造1cに示すように固定具13を埋設した型枠11’同士を連結することも可能である。   Further, as shown in a formwork structure 1 ′ of FIG. 9A, a concrete formwork 11 ′ in which the fixture 13 is embedded as described above may be connected to the underground continuous wall 3. Alternatively, as shown in the mold structure 1a of FIG. 9B, the object to which the mold 11 is connected may be the mold 11 'described above. Furthermore, as shown in the mold structure 1b of FIG. 9C, the molds 11 can be connected to each other, and as shown in the mold structure 1c of FIG. 'It is also possible to connect them.

以下、本発明の別の例について、第2、第3の実施形態として説明する。各実施形態はそれまでに説明した実施形態と異なる点について説明し、同様の構成については図等で同じ符号を付すなどして説明を省略する。また、第1の実施形態も含め、各実施形態で説明する構成は必要に応じて組み合わせて用いることができる。   Hereinafter, another example of the present invention will be described as second and third embodiments. Each embodiment will be described with respect to differences from the above-described embodiments, and the same components will be denoted by the same reference numerals in the drawings and the like, and description thereof will be omitted. In addition, the configurations described in each embodiment including the first embodiment can be used in combination as needed.

[第2の実施形態]
図10は第2の実施形態で用いる固定具13aを示す図であり、図11は地中連続壁3に埋設された固定具13aを図3(a)と同様に示す図である。
[Second embodiment]
FIG. 10 is a diagram illustrating a fixing device 13a used in the second embodiment, and FIG. 11 is a diagram illustrating the fixing device 13a buried in the underground continuous wall 3 as in FIG.

図10に示すように、固定具13aは、T字状のプレート131’に3つのナット133を固定し一体化した点で第1の実施形態の固定具13と異なる。ナット133はT字の3つの端部に当たる位置のそれぞれでプレート131’の一方の面に配置される。   As shown in FIG. 10, the fixture 13a differs from the fixture 13 of the first embodiment in that three nuts 133 are fixed to and integrated with a T-shaped plate 131 '. Nuts 133 are located on one surface of plate 131 'at positions corresponding to the three ends of the T.

図11に示すように、固定具13aはT字の各辺が鉛直方向および水平方向に対して傾斜するように配置される。本実施形態ではT字の頂辺が第1の実施形態のプレート131と同様に配置され、その両端部の2つのナット133を結ぶ線分Lが第1の実施形態と同様の傾斜および長さになる。   As shown in FIG. 11, the fixture 13a is arranged such that each side of the T-shape is inclined with respect to the vertical and horizontal directions. In the present embodiment, the top side of the T is arranged in the same manner as the plate 131 of the first embodiment, and the line segment L connecting the two nuts 133 at both ends thereof has the same inclination and length as the first embodiment. become.

T字の残りの1辺は線分Lの中央に当たる位置で頂辺と交差(図11の例では略直交する)し、当該1辺の先端のナット133は、線分Lから当該1辺の方向に間隔Dを空けて配置される。この間隔Dは線分Lの長さと略同等とするが、これに限ることはない。   The remaining one side of the T-shape intersects with the top side at a position corresponding to the center of the line segment L (substantially orthogonal in the example of FIG. 11), and the nut 133 at the tip of the one side moves from the line segment L to the one side. Are arranged at intervals D in the direction. The interval D is substantially equal to the length of the line segment L, but is not limited to this.

図12は第2の実施形態で用いる型枠11aの立面図である。図12に示すように、型枠11aでは、近傍の3つの孔111を一組として、孔111の組が鉛直方向および水平方向に間隔をおいて複数箇所に設けられる。上記の3つの孔111の配置は、図11に示す固定具13aの3つのナット133の配置と同様である。   FIG. 12 is an elevation view of a mold 11a used in the second embodiment. As shown in FIG. 12, in the mold 11a, a set of three nearby holes 111 is provided as a set, and a plurality of sets of the holes 111 are provided at intervals in the vertical and horizontal directions. The arrangement of the three holes 111 is the same as the arrangement of the three nuts 133 of the fixture 13a shown in FIG.

図13のグレーで示す部分は、1本のセパレータ12に対して図11に示す向きの固定具13aを1つ設ける場合に、外側主筋5bの縦筋51や横筋52に干渉せずにセパレータ12をいずれかのナット133で固定できる固定具13aの設置範囲を示している。   The shaded portion in FIG. 13 indicates that the separator 12 does not interfere with the vertical streaks 51 and the horizontal streaks 52 of the outer main streaks 5b when one fixing member 13a in the direction illustrated in FIG. Shows the installation range of the fixture 13a that can fix the fixing tool 13a with any of the nuts 133.

グレーの部分は、固定具13の位置を右上のナット133の位置として上記の設置範囲を示すものであり、図13で例示した固定具13aでは、3つのナット133のうちT字の頂辺の両端部の2つのナット133が図8(a)の左側の固定具13−2と同様に縦筋51や横筋52と被っており、それらのナット133でセパレータ12を固定することができないが、残りの1つのナット133は縦筋51や横筋52と被っておらず、縦筋51や横筋52と干渉することなくセパレータ12を固定できる。   The gray part indicates the above-mentioned installation range with the position of the fixing device 13 being the position of the upper right nut 133. In the fixing device 13a illustrated in FIG. The two nuts 133 at both ends cover the vertical streaks 51 and the horizontal streaks 52 as in the case of the fixture 13-2 on the left side in FIG. 8A, and the separators 12 cannot be fixed with these nuts 133. The remaining one nut 133 does not cover the vertical streaks 51 and the horizontal streaks 52, and can fix the separator 12 without interfering with the vertical streaks 51 and the horizontal streaks 52.

このように、固定具13aを用いる場合、外側主筋5bの縦筋51や横筋52と干渉せずにセパレータ12を固定できる確率は第1の実施形態の固定具13に比べても向上し、本実施形態では固定具13aがどこに位置しても、セパレータ12を縦筋51や横筋52と干渉すること無く固定できる。これは近傍の3つの孔111を固定具13aのナット133と同様に配置した型枠11aについても同様である。   As described above, when the fixture 13a is used, the probability that the separator 12 can be fixed without interfering with the vertical streaks 51 and the horizontal streaks 52 of the outer main bar 5b is improved as compared with the fixture 13 of the first embodiment. In the embodiment, the separator 12 can be fixed without interfering with the vertical stripes 51 and the horizontal stripes 52, regardless of where the fixing tool 13a is located. This is the same for the mold 11a in which the three adjacent holes 111 are arranged in the same manner as the nut 133 of the fixture 13a.

なお固定具13aと第1の実施形態の型枠11を組み合わせて用いることもでき、第1の実施形態の固定具13と上記の型枠11aを組み合わせることも可能である。また、固定具のナット133の数や型枠の近傍の孔111の数を4以上とすることも可能である。   The fixture 13a and the mold 11 of the first embodiment can be used in combination, and the fixture 13 of the first embodiment and the mold 11a can be combined. Further, the number of the nuts 133 of the fixture and the number of the holes 111 in the vicinity of the mold can be four or more.

[第3の実施形態]
図14(a)は、地中連続壁3に埋設された第3の実施形態の固定具13bを図3(a)と同様に示す図である。図14(b)は図14(a)の線B−Bによる断面を示す図である。
[Third Embodiment]
FIG. 14A is a diagram illustrating a fixture 13b of the third embodiment buried in the underground continuous wall 3 in the same manner as FIG. 3A. FIG. 14B is a diagram showing a cross section taken along line BB of FIG. 14A.

図14に示すように、第3の実施形態の固定具13bは、プレート131、ボルト134、ナット133、135等を有する。   As shown in FIG. 14, the fixture 13b according to the third embodiment includes a plate 131, bolts 134, nuts 133, 135, and the like.

プレート131は第1の実施形態と同様の矩形状であり、長手方向の一方の端部の裏面にナット133が位置し、当該ナット133が地中連続壁3に埋設される。プレート131のナット133に対応する位置には孔131aが設けられ、この孔131aとナット133のネジ孔133aが連通する。   The plate 131 has a rectangular shape similar to that of the first embodiment. A nut 133 is located on the back surface of one end in the longitudinal direction, and the nut 133 is embedded in the underground continuous wall 3. A hole 131a is provided at a position corresponding to the nut 133 of the plate 131, and the hole 131a communicates with the screw hole 133a of the nut 133.

ナット133はプレート131と別体に設けられ、頭付のボルト134の軸部をプレート131の孔131aに通し、ナット133のネジ孔133aに締め込むことでプレート131がナット133に固定される。   The nut 133 is provided separately from the plate 131, and the shaft of a bolt 134 with a head is passed through the hole 131 a of the plate 131, and is tightened into the screw hole 133 a of the nut 133, so that the plate 131 is fixed to the nut 133.

プレート131の長手方向の他方の端部の表面(ナット133と反対側の面)には別のナット135が溶接等により固定され、プレート131と一体化される。ナット135は軸方向がプレート131の面に直交するように配置され、軸方向のネジ孔135aがセパレータ12の固定に用いられる。   Another nut 135 is fixed to the surface of the other end of the plate 131 in the longitudinal direction (the surface opposite to the nut 133) by welding or the like, and is integrated with the plate 131. The nut 135 is arranged so that the axial direction is orthogonal to the surface of the plate 131, and the axial screw hole 135 a is used for fixing the separator 12.

本実施形態では、このようにしてナット133、135が間隔を空けて近傍に配置される。ナット133、135の間の距離は、例えば前記の固定具13aの各ナット133を通る円の半径(図10のr参照)と略同等とするが、これに限ることはない。例えば前記の固定具13の2つのナット133を結ぶ線分L(図3(a)参照)の長さの半分と略同等としてもよい。   In the present embodiment, the nuts 133 and 135 are thus arranged in the vicinity at an interval. The distance between the nuts 133 and 135 is substantially equal to, for example, the radius of a circle (see r in FIG. 10) passing through each nut 133 of the fixture 13a, but is not limited thereto. For example, the length may be substantially equal to half the length of a line segment L (see FIG. 3A) connecting the two nuts 133 of the fixture 13.

本実施形態では、まず図15(a)に示すようにナット133を第1の実施形態の固定具13と同様に地中連続壁3に埋設した後、図15(b)に示すようにプレート131の孔131aの位置をナット133のネジ孔133aに合わせてプレート131を地中連続壁3の表面に配置する。   In the present embodiment, first, as shown in FIG. 15A, the nut 133 is embedded in the underground continuous wall 3 in the same manner as the fixture 13 of the first embodiment, and then, as shown in FIG. The plate 131 is arranged on the surface of the underground continuous wall 3 by matching the position of the hole 131 a of the 131 with the screw hole 133 a of the nut 133.

そして、図15(c)に示すようにプレート131の表面側からボルト134の軸部をプレート131の孔131aに通し、その先端をナット133に挿入して軽く締め込む。そして、必要に応じてプレート131をナット133の位置を中心として回転させ、外側主筋5bの縦筋51や横筋52に被らないようにナット135の位置を調整する。その後、図15(d)に示すようにボルト134を更に締め込んでプレート131をナット133に固定する。また、セパレータ12の一方の端部をナット135のネジ孔135aに締め込んで固定する。   Then, as shown in FIG. 15C, the shaft of the bolt 134 is passed through the hole 131a of the plate 131 from the surface side of the plate 131, and the tip is inserted into the nut 133 and lightly tightened. Then, if necessary, the plate 131 is rotated around the position of the nut 133, and the position of the nut 135 is adjusted so as not to cover the vertical streaks 51 and the horizontal streaks 52 of the outer main streaks 5b. After that, as shown in FIG. 15D, the bolts 134 are further tightened to fix the plate 131 to the nut 133. Further, one end of the separator 12 is fastened and fixed to the screw hole 135a of the nut 135.

第3の実施形態によれば、セパレータ12を固定するナット135の位置を、ナット133の位置を中心とした円周上の任意の位置に定めることができる。そのため、セパレータ12と外側主筋5bの縦筋51や横筋52との干渉を容易に避けることができ、型枠構造の施工にかかる手間やコストが削減できる。   According to the third embodiment, the position of the nut 135 for fixing the separator 12 can be set to an arbitrary position on the circumference around the position of the nut 133. Therefore, interference between the separator 12 and the vertical streaks 51 and the horizontal streaks 52 of the outer main streaks 5b can be easily avoided, and the labor and cost required for the construction of the formwork structure can be reduced.

なお、第3の実施形態ではプレート131に円形の孔131aを設けるが、孔の形状は円形に限らない。例えば図16(a)の固定具13b’に示すようにプレート131の長手方向に沿った長孔131a’を設けてもよく、プレート131をボルト134に対してスライドさせることで図16(b)に示すようにナット135の位置を調整し、外側主筋5bの縦筋51や横筋52に被らないように配置できる。このように、固定具13b’ではプレート131の回転およびスライド移動が可能であるため、外側主筋5bとセパレータ12の干渉をより容易に回避できる。   In the third embodiment, a circular hole 131a is provided in the plate 131, but the shape of the hole is not limited to a circle. For example, a long hole 131a 'may be provided along the longitudinal direction of the plate 131 as shown in a fixture 13b' in FIG. 16 (a). The position of the nut 135 is adjusted as shown in FIG. As described above, since the fixture 131b 'can rotate and slide the plate 131, the interference between the outer main reinforcement 5b and the separator 12 can be more easily avoided.

以上、添付図面を参照して、本発明の好適な実施形態について説明したが、本発明は係る例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As described above, the preferred embodiments of the present invention have been described with reference to the accompanying drawings, but the present invention is not limited to such examples. It is obvious to those skilled in the art that various changes or modifications can be made within the scope of the technical idea disclosed in the present application, and these naturally belong to the technical scope of the present invention. I understand.

1、1’、1a、1b、1c:型枠構造
2:地盤
3:地中連続壁
4:底版
5:側壁
5a:内側主筋
5b:外側主筋
11、11’、11a:型枠
12:セパレータ
13、13a、13b、13b’:固定具
14:定着部
20:掘削箇所
30:溝
31:鉄筋
50:コンクリート
51:縦筋
52:横筋
111、131a:孔
131、131’:プレート
131a’:長孔
133a、135a:ネジ孔
133、135、140、145:ナット
134:ボルト
1, 1 ', 1a, 1b, 1c: Formwork structure 2: Ground 3: Underground continuous wall 4: Bottom plate 5: Side wall 5a: Inner main reinforcement 5b: Outer main reinforcement 11, 11', 11a: Formwork 12: Separator 13 , 13a, 13b, 13b ': Fixture 14: Fixing part 20: Excavation point 30: Groove 31: Reinforcing bar 50: Concrete 51: Vertical bar 52: Horizontal bar 111, 131a: Hole 131, 131': Plate 131a ': Slot 133a, 135a: screw holes 133, 135, 140, 145: nut 134: bolt

Claims (7)

連結材によって型枠を連結対象に連結した型枠構造であって、
前記連結対象と前記型枠の双方において、複数の孔が近傍に設けられ、そのいずれかの孔を用いて前記連結材が前記連結対象と前記型枠とに固定されたことを特徴とする型枠構造。
A formwork structure in which the formwork is connected to a connection object by a connecting material,
A plurality of holes are provided in the vicinity of both the connection target and the formwork, and the connection material is fixed to the connection target and the formwork using any one of the holes. Frame structure.
前記複数の孔が、鉛直方向および水平方向に対して傾斜する方向に間隔を空けて設けられたことを特徴とする請求項1記載の型枠構造。   The formwork structure according to claim 1, wherein the plurality of holes are provided at intervals in a direction inclined with respect to a vertical direction and a horizontal direction. 前記連結対象と前記型枠の少なくとも一方において、
鉛直方向および水平方向に対して傾斜する方向に間隔を空けて配置された2つの孔、および、前記2つの孔を結ぶ線分から前記線分の方向と交差し且つ鉛直方向および水平方向に対して傾斜する方向に間隔を空けて配置された孔が、近傍に設けられたことを特徴とする請求項1または請求項2に記載の型枠構造。
In at least one of the connection target and the formwork,
Two holes arranged at an interval in a direction inclined with respect to the vertical direction and the horizontal direction, and a line segment connecting the two holes intersects with the direction of the line segment and with respect to the vertical direction and the horizontal direction. 3. The mold structure according to claim 1, wherein holes arranged at intervals in the direction of inclination are provided in the vicinity.
プレートに複数の筒体を設けた固定具が前記連結対象または前記型枠に埋設され、それぞれの前記孔が前記筒体の孔であることを特徴とする請求項2または請求項3記載の型枠構造。   The mold according to claim 2 or 3, wherein a fixture provided with a plurality of cylinders on a plate is embedded in the connection target or the mold, and each of the holes is a hole of the cylinder. Frame structure. プレートに通したボルトを前記連結対象または前記型枠に埋設された筒体の孔に締め込むことで前記プレートが前記筒体に固定され、
前記プレートの前記筒体と反対側の面に前記筒体から間隔を空けて設けられた別の筒体の孔を用いて前記連結材が固定されたことを特徴とする請求項1に記載の型枠構造。
The plate is fixed to the cylindrical body by tightening bolts passed through the plate into holes of the cylindrical body embedded in the connection target or the formwork,
2. The connecting member according to claim 1, wherein the connecting member is fixed by using a hole of another cylinder provided at a distance from the cylinder on a surface of the plate opposite to the cylinder. 3. Formwork structure.
前記ボルトが前記プレートの長孔に通されたことを特徴とする請求項5記載の型枠構造。   The mold structure according to claim 5, wherein the bolt is passed through a long hole of the plate. 連結材によって型枠を連結対象に連結した型枠構造の形成方法であって、
前記連結対象と前記型枠の双方において、複数の孔が近傍に設けられ、そのいずれかの孔を用いて前記連結材を前記連結対象と前記型枠とに固定することを特徴とする型枠構造の形成方法。
A method for forming a formwork structure in which a formwork is connected to a connection object by a connecting material,
A plurality of holes are provided in the vicinity of both the object to be connected and the formwork, and the connecting member is fixed to the object to be connected and the formwork using any one of the holes. The method of forming the structure.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576870A (en) * 2020-05-27 2020-08-25 惠安洛强装修设计中心 Building construction template fastening structure
CN115110761A (en) * 2022-07-05 2022-09-27 中铁建工集团有限公司 Waterproof anti-bank pouring and reinforcing mold

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3057777U (en) * 1998-09-16 1999-06-02 主税 宮元 Plastic perforated formwork

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3057777U (en) * 1998-09-16 1999-06-02 主税 宮元 Plastic perforated formwork

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576870A (en) * 2020-05-27 2020-08-25 惠安洛强装修设计中心 Building construction template fastening structure
CN115110761A (en) * 2022-07-05 2022-09-27 中铁建工集团有限公司 Waterproof anti-bank pouring and reinforcing mold
CN115110761B (en) * 2022-07-05 2023-12-19 中铁建工集团有限公司 Waterproof reverse ridge pouring reinforcing mold

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