JP2020176441A - Form structure - Google Patents

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JP2020176441A
JP2020176441A JP2019079278A JP2019079278A JP2020176441A JP 2020176441 A JP2020176441 A JP 2020176441A JP 2019079278 A JP2019079278 A JP 2019079278A JP 2019079278 A JP2019079278 A JP 2019079278A JP 2020176441 A JP2020176441 A JP 2020176441A
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filler
gap
spacer
formwork
plate material
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JP7145809B2 (en
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松浦 正典
Masanori Matsuura
正典 松浦
福田 一郎
Ichiro Fukuda
一郎 福田
浩文 綱川
Hirofumi Tsunakawa
浩文 綱川
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Kajima Corp
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Kajima Corp
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Abstract

To provide a form structure or the like capable of adequately filling a filler.SOLUTION: A form structure 10 is used upon filling a filler 6 in a gap between upper and lower blocks 1. In the form structure 10, a plate member 31 of a form 3 is placed outside the gap, and a plurality of spacers 34 are arranged between an upper part of the plate member 31 and the upper block 1 and spaced from each other in an extending direction of the gap. Thereby, a space B is formed between the upper part of the plate member 31 and the upper block 1, and the space B is in communication with the gap between the upper and lower blocks 1.SELECTED DRAWING: Figure 6

Description

本発明は、型枠構造に関する。 The present invention relates to a formwork structure.

柱、壁などの構造物として、コンクリート製のプレキャスト部材であるプレキャストブロックを上下に間隔を空けて配置し、その隙間に充填材を充填して目地としたものがある。 As a structure such as a pillar or a wall, there is a structure in which precast blocks, which are precast members made of concrete, are arranged at intervals above and below, and a filler is filled in the gaps to form joints.

充填材の充填時には、充填材が隙間の外に漏れないようにする必要がある。図13(a)のように上下のプレキャストブロック1の隙間にゴム等の堰止材Mを配置して充填材6の漏れを防ぐ場合もあるが、堰止材Mによる断面欠損が生じる等の理由から、図13(b)に示すように隙間の外側に仮設の型枠Fを設置して当該隙間に充填材6を充填することが多い(例えば、特許文献1参照)。 When filling the filler, it is necessary to prevent the filler from leaking out of the gap. As shown in FIG. 13A, a blocking material M such as rubber may be arranged in the gap between the upper and lower precast blocks 1 to prevent leakage of the filler 6, but the blocking material M may cause a cross-sectional defect. For this reason, as shown in FIG. 13B, a temporary mold F is often installed outside the gap to fill the gap with the filler 6 (see, for example, Patent Document 1).

特開2006-200197号公報Japanese Unexamined Patent Publication No. 2006-200197

型枠Fには、上下のプレキャストブロック1の隙間と連通するホースHが取付けられ、充填材6の充填時に当該隙間内の空気を大気中に逃がす逃げ道として機能する。しかしながら、細径のホースHでは空気の逃げ道が不十分であり、充填材6の充填後にプレキャストブロック1の間に空隙が残ってしまうことがあった。空気の逃げ道を確保するため多数のホースHを型枠Fに取付けることも考えられるが、この場合型枠Fに相当の改変を要し、コストが大きくなる。 A hose H that communicates with the gaps between the upper and lower precast blocks 1 is attached to the mold F, and functions as an escape route that allows air in the gaps to escape to the atmosphere when the filler 6 is filled. However, the small-diameter hose H has an insufficient air escape route, and a gap may remain between the precast blocks 1 after the filler 6 is filled. It is conceivable to attach a large number of hoses H to the mold F in order to secure an escape route for air, but in this case, the mold F needs to be considerably modified, and the cost increases.

また、上下のプレキャストブロック1の隙間における充填材6の体積は、充填材6の水分がプレキャストブロック1のコンクリートに吸収される、充填材6内の空気(泡)がホースHを介して大気中に開放される、等の原因によって減少する。充填材6の充填時にホースH内に流入した充填材6は、この体積減少分を補充するバッファとしても機能するが、細径のホースHでは補充できる充填材6の体積(バッファ容量)が十分でないという問題もあった。 Further, the volume of the filler 6 in the gap between the upper and lower precast blocks 1 is such that the moisture of the filler 6 is absorbed by the concrete of the precast block 1, and the air (bubbles) in the filler 6 is in the atmosphere via the hose H. It decreases due to reasons such as being opened to the air. The filler 6 that has flowed into the hose H when the filler 6 is filled also functions as a buffer for replenishing this volume reduction, but the volume (buffer capacity) of the filler 6 that can be replenished with the small diameter hose H is sufficient. There was also the problem that it was not.

本発明は上記の問題に鑑みてなされたもので、充填材の充填を好適に行うことの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 an object of the present invention is to provide a formwork structure or the like capable of suitably filling a filler.

前述した課題を解決するための第1の発明は、上下のプレキャスト部材の隙間に充填材を充填する際の型枠構造であって、前記隙間の外側に型枠の板材が配置され、前記板材の上部と上段の前記プレキャスト部材の間に、前記隙間の延伸方向に間隔を空けて複数の第1のスペーサが設けられ、前記板材の上部と上段の前記プレキャスト部材の間の空間が、前記隙間と連通することを特徴とする型枠構造である。 The first invention for solving the above-mentioned problems is a formwork structure for filling a gap between upper and lower precast members with a filler, in which a plate material of the formwork is arranged outside the gap, and the plate material is provided. A plurality of first spacers are provided between the upper portion and the upper precast member at intervals in the extending direction of the gap, and the space between the upper portion of the plate material and the upper precast member is the gap. It is a formwork structure characterized by communicating with.

本発明の型枠構造では、スペーサによって、型枠の板材の上部と上段のプレキャスト部材の間に空間を形成し、この空間を前記のホースの代わりに利用するので、空気の逃げ道が十分に得られ、充填材の充填後にプレキャスト部材の間に空隙が残ってしまうこともない。また、当該空間内の充填材は、上下のプレキャスト部材の隙間における充填材の体積減少分を補充するバッファとして機能し、十分なバッファ容量が得られるという利点もある。 In the formwork structure of the present invention, a space is formed between the upper part of the plate material of the formwork and the upper precast member by the spacer, and this space is used instead of the hose described above, so that a sufficient air escape route can be obtained. Therefore, no voids remain between the precast members after filling the filler. Further, the filler in the space functions as a buffer for replenishing the volume reduction of the filler in the gap between the upper and lower precast members, and has an advantage that a sufficient buffer capacity can be obtained.

前記板材の上部がボルトによって上段の前記プレキャスト部材に固定され、前記ボルトが、前記第1のスペーサに通されることが望ましい。
板材の固定は例えばボルトによって行われるが、板材の上部についてはこのボルトをスペーサ内に通すことで、前記した空間内の充填材がボルトに付着せず、型枠撤去時にボルトを容易に取り外すことができる。
It is desirable that the upper portion of the plate material is fixed to the precast member in the upper stage by bolts, and the bolts are passed through the first spacer.
The plate material is fixed by bolts, for example, but by passing this bolt through the spacer for the upper part of the plate material, the filler in the space mentioned above does not adhere to the bolt, and the bolt can be easily removed when the formwork is removed. Can be done.

前記第1のスペーサの少なくとも両側面が、前記板材側で裾広がりとなるテーパ面とされることが望ましい。
これによりスペーサ(第1のスペーサ)への充填材の付着が剥がれやすくなり、型枠の撤去が容易になる。
It is desirable that at least both side surfaces of the first spacer be tapered surfaces having a hem spread on the plate material side.
As a result, the filler adheres to the spacer (first spacer) is easily peeled off, and the mold can be easily removed.

前記板材の下部と下段の前記プレキャスト部材の間に、前記隙間の延伸方向に延びる第2のスペーサが設けられることが望ましい。
板材の下部と下段のプレキャスト部材の間にもスペーサを設けることで、板材が剛性を有する場合でも型枠の設置を好適に行うことができる。
It is desirable that a second spacer extending in the extending direction of the gap is provided between the lower portion of the plate material and the lower precast member.
By providing a spacer between the lower part of the plate material and the lower precast member, the formwork can be suitably installed even when the plate material has rigidity.

前記第2のスペーサの上端は、下段の前記プレキャスト部材の上面より上に位置することが望ましい。
これにより、型枠撤去後にプレキャスト部材の外側に残った充填材の除去作業が容易になる。
It is desirable that the upper end of the second spacer is located above the upper surface of the lower precast member.
This facilitates the work of removing the filler remaining on the outside of the precast member after the formwork is removed.

前記第2のスペーサの上面が、前記板材側で裾広がりとなるテーパ面とされることが望ましい。
これによりスペーサ(第2のスペーサ)への充填材の付着が剥がれやすくなり、型枠の撤去が容易になる。
It is desirable that the upper surface of the second spacer is a tapered surface that widens the hem on the plate material side.
As a result, the filler adheres to the spacer (second spacer) is easily peeled off, and the mold can be easily removed.

第2の発明は、上下のプレキャスト部材の隙間に充填材を充填する際の型枠構造であって、前記隙間の外側に型枠の板材が配置され、前記板材は可とう性を有し、骨組材によって上端が外側に反った状態で支持され、前記板材の上部と上段の前記プレキャスト部材の間の空間が、前記隙間と連通することを特徴とする型枠構造である。
第2の発明の型枠構造によっても、型枠の板材の上部と上段のプレキャスト部材の間に空間が形成され、この空間が上下のプレキャスト部材の隙間と連通することで、第1の実施形態と同様の効果が得られる。
The second invention is a formwork structure for filling a filling material in a gap between upper and lower precast members, in which a plate material of the formwork is arranged outside the gap, and the plate material has flexibility. The formwork structure is characterized in that the upper end is supported by the frame material in a state of being warped outward, and the space between the upper portion of the plate material and the precast member in the upper stage communicates with the gap.
Also in the formwork structure of the second invention, a space is formed between the upper part of the plate material of the formwork and the upper precast member, and this space communicates with the gap between the upper and lower precast members, so that the first embodiment The same effect as is obtained.

本発明により、充填材の充填を好適に行うことのできる型枠構造等を提供することができる。 INDUSTRIAL APPLICABILITY According to the present invention, it is possible to provide a formwork structure or the like capable of suitably filling a filler.

LNGタンク100の防液堤2を示す図。The figure which shows the liquid barrier 2 of the LNG tank 100. プレキャストブロック1を示す図。The figure which shows the precast block 1. 上下のブロック1の接続について説明する図。The figure explaining the connection of the upper and lower blocks 1. 型枠構造10を示す図。The figure which shows the formwork structure 10. 型枠3の板材31と骨組材32を示す図。The figure which shows the plate material 31 and the frame material 32 of formwork 3. 充填材6の充填について説明する図。The figure explaining the filling of the filler 6. 型枠撤去後の状態を示す図。The figure which shows the state after removing the formwork. 差込材60とバッファタンク70を示す図。The figure which shows the insertion material 60 and the buffer tank 70. 型枠3’を示す図。The figure which shows the formwork 3'. 型枠構造10aを示す図。The figure which shows the formwork structure 10a. 型枠構造10a’を示す図。The figure which shows the formwork structure 10a'. 型枠構造10bを示す図。The figure which shows the formwork structure 10b. 堰止材Mと型枠Fを示す図。The figure which shows the dammed material M and formwork F.

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]
(1.LNGタンク100)
図1は、本発明の実施形態に係る型枠構造を用いて構築するLNG(液化天然ガス)タンク100の防液堤2を示す図である。
[First Embodiment]
(1. LNG tank 100)
FIG. 1 is a diagram showing a liquid barrier 2 of an LNG (liquefied natural gas) tank 100 constructed by using the formwork structure according to the embodiment of the present invention.

LNGタンク100はLNGを貯蔵する地上式のタンクであり、地盤中の杭(不図示)で支持された底版5に筒状の防液堤2を設けたものである。防液堤2の内側には金属板等による内槽(不図示)が配置され、防液堤2の頂部には外槽屋根4が設置される。LNGは内槽にて貯蔵する。 The LNG tank 100 is a above-ground tank for storing LNG, and is provided with a tubular liquid barrier 2 on a bottom slab 5 supported by piles (not shown) in the ground. An inner tank (not shown) made of a metal plate or the like is arranged inside the liquid barrier 2, and an outer tank roof 4 is installed at the top of the liquid barrier 2. LNG is stored in the inner tank.

防液堤2は、内槽等が破損した場合にもLNGの外部への液漏れを防ぐために設けられる壁体である。本実施形態では、プレキャストブロック1(以下、ブロックということがある)を防液堤2の周方向に並べるとともに鉛直方向に積層し、上下に隣り合うブロック1の間に充填材6を充填し、左右に隣り合うブロック1の間に充填材7を充填してそれぞれ目地とする。これにより、上下左右のブロック1を接続して防液堤2が構築される。なお、防液堤2では各ブロック1に通した鉛直方向および周方向の緊張材(不図示)によるプレストレスが導入される。 The liquid barrier 2 is a wall body provided to prevent liquid leakage from the LNG to the outside even when the inner tank or the like is damaged. In the present embodiment, the precast blocks 1 (hereinafter, may be referred to as blocks) are arranged in the circumferential direction of the liquid barrier 2 and laminated in the vertical direction, and the filler 6 is filled between the vertically adjacent blocks 1. Filler 7 is filled between the blocks 1 adjacent to each other on the left and right to serve as joints. As a result, the liquid barrier 2 is constructed by connecting the upper, lower, left and right blocks 1. In addition, in the liquid barrier 2, prestress by a tension material (not shown) in the vertical direction and the circumferential direction passed through each block 1 is introduced.

(2.プレキャストブロック1)
図2はプレキャストブロック1を示す図である。プレキャストブロック1は、矩形板状のコンクリート部材である本体11の下面に、本体11から下方に突出した鉄筋と当該鉄筋の先端に設けた定着体からなる定着体付き継手12を設けたプレキャスト部材である。
(2. Precast block 1)
FIG. 2 is a diagram showing a precast block 1. The precast block 1 is a precast member provided with a joint 12 with a fixing body formed of a reinforcing bar protruding downward from the main body 11 and a fixing body provided at the tip of the reinforcing bar on the lower surface of the main body 11 which is a rectangular plate-shaped concrete member. is there.

本体11は防液堤2の径に応じた円弧状の反りを有し、その上面には穴110が設けられる。また本体11の左右の側面には機械式継手13が設けられる。図示は省略するが、ブロック1の内部には緊張材を通すためのシース管なども埋設される。 The main body 11 has an arcuate warp according to the diameter of the liquid barrier 2, and a hole 110 is provided on the upper surface thereof. Further, mechanical joints 13 are provided on the left and right side surfaces of the main body 11. Although not shown, a sheath tube or the like for passing a tensioning material is also embedded inside the block 1.

(3.ブロック1の接続方法)
本実施形態では、図3(a)に示すように、下段のブロック1の上から新たなブロック1を下降させ、このブロック1を下段のブロック1の上に隙間を空けて配置する。この際、上段のブロック1の定着体付き継手12を、下段のブロック1の本体11の穴110に挿入する。
(3. Connection method of block 1)
In the present embodiment, as shown in FIG. 3A, a new block 1 is lowered from above the lower block 1, and the block 1 is placed on the lower block 1 with a gap. At this time, the joint 12 with a fixing body of the upper block 1 is inserted into the hole 110 of the main body 11 of the lower block 1.

次に、図3(b)に示すように上下に隣り合うブロック1の間の隙間を仮設の型枠3で囲んで型枠構造10を形成したうえで、この隙間にモルタル等の固化材による充填材6を充填する。 Next, as shown in FIG. 3B, a gap between vertically adjacent blocks 1 is surrounded by a temporary mold 3 to form a mold structure 10, and then a solidifying material such as mortar is used in this gap. Fill the filler 6.

充填材6が固化すると、図3(c)に示すように上下のブロック1の隙間に充填材6による目地が形成され、目地を挟んで上下のブロック1が接続される。型枠3は充填材6の固化後に撤去する。 When the filler 6 is solidified, joints are formed by the filler 6 in the gaps between the upper and lower blocks 1 as shown in FIG. 3C, and the upper and lower blocks 1 are connected with the joints in between. The mold 3 is removed after the filler 6 is solidified.

左右のブロック1の間には充填材6と同様、或いはコンクリートによる充填材7を充填することで目地を形成し、これにより上下左右のブロック1を接続して防液堤2を構築できる。 A joint is formed between the left and right blocks 1 in the same manner as the filler 6 or by filling the filler 7 with concrete, whereby the upper, lower, left and right blocks 1 can be connected to construct the liquid barrier 2.

(4.型枠構造10)
図4は充填材6を充填する前の型枠構造10を示す図であり、図4(a)は型枠構造10を外側から見た図、図4(b)は型枠構造10を上から見た図、図4(c)は図4(b)の線A−Aに沿った鉛直方向の断面を示す図である。
(4. Formwork structure 10)
4A and 4B are views showing the formwork structure 10 before filling the filler 6, FIG. 4A is a view of the formwork structure 10 viewed from the outside, and FIG. 4B is a view showing the formwork structure 10 above. 4 (c) is a view showing a cross section in the vertical direction along the line AA of FIG. 4 (b).

本実施形態の型枠構造10では、型枠3が板材31と骨組材32を有し、板材31がスペーサ34、35を介して上下段のブロック1に固定される。 In the formwork structure 10 of the present embodiment, the formwork 3 has a plate member 31 and a frame member 32, and the plate member 31 is fixed to the upper and lower blocks 1 via spacers 34 and 35.

板材31は、上下のブロック1の隙間を上下に跨ぐように当該隙間の外側に配置され、当該隙間の延伸方向(図4(a)、(b)の左右方向、図4(c)の紙面法線方向に対応する)に沿って帯状に設けられる。骨組材32は板材31の外面に配置される長尺材であり、板材31の上下で上記延伸方向に沿って設けられる。板材31と骨組材32の詳細については後述する。 The plate material 31 is arranged outside the gap so as to straddle the gap between the upper and lower blocks 1 vertically, and the stretching direction of the gap (the left-right direction of FIGS. 4A and 4B, the paper surface of FIG. 4C). It is provided in a strip shape along the (corresponding to the normal direction). The frame member 32 is a long member arranged on the outer surface of the plate member 31, and is provided above and below the plate member 31 along the stretching direction. Details of the plate member 31 and the frame member 32 will be described later.

板材31の上部と上段のブロック1の間にはスペーサ34(34a、34b)が設けられ、板材31の下部と下段のブロック1の間にはスペーサ35が設けられる。スペーサ34、35には木材やゴム等を用いることができるが、その材質は特に限定されない。 Spacers 34 (34a, 34b) are provided between the upper part of the plate member 31 and the upper block 1, and a spacer 35 is provided between the lower part of the plate member 31 and the lower block 1. Wood, rubber, or the like can be used for the spacers 34 and 35, but the material thereof is not particularly limited.

スペーサ34(第1のスペーサ)は、上下のブロック1の隙間の延伸方向に間隔を空けて複数配置される。これにより、板材31の上部と上段のブロック1の間に空間Bが形成され、この空間Bが上下のブロック1の隙間と連通する。 A plurality of spacers 34 (first spacers) are arranged at intervals in the extending direction of the gaps between the upper and lower blocks 1. As a result, a space B is formed between the upper part of the plate member 31 and the upper block 1, and this space B communicates with the gap between the upper and lower blocks 1.

スペーサ35(第2のスペーサ)は、上記延伸方向に延びるように配置される長尺材である。スペーサ35の上端は、下段のブロック1の上面より上に位置する。 The spacer 35 (second spacer) is a long material arranged so as to extend in the stretching direction. The upper end of the spacer 35 is located above the upper surface of the lower block 1.

図5は型枠3の板材31と骨組材32を示す斜視図である。 FIG. 5 is a perspective view showing the plate member 31 and the frame member 32 of the formwork 3.

板材31は可とう性と弾性を有し、例えばゴム板が用いられる。ただし、板材31がこれに限ることはない。 The plate material 31 has flexibility and elasticity, and for example, a rubber plate is used. However, the plate material 31 is not limited to this.

板材31は、上下のブロック1の隙間の延伸方向に沿った帯状部311と、帯状部311の長手方向の両端部の折曲部312を有する。折曲部312は当該両端部を略L字状に外側に折り曲げた部分である。 The plate member 31 has a strip-shaped portion 311 along the extending direction of the gap between the upper and lower blocks 1 and bent portions 312 at both ends of the strip-shaped portion 311 in the longitudinal direction. The bent portion 312 is a portion in which both ends thereof are bent outward in a substantially L shape.

帯状部311には、長手方向に間隔を空けて複数の孔313が設けられる。本実施形態では孔313が上下2段に設けられる。同様の孔313は折曲部312においても上下2段に設けられる。 The strip-shaped portion 311 is provided with a plurality of holes 313 at intervals in the longitudinal direction. In this embodiment, holes 313 are provided in two upper and lower stages. Similar holes 313 are also provided in the bent portion 312 in two upper and lower stages.

骨組材32はアルミ等の金属により形成され、略長方形状の板材である鉛直板321と水平板322を組合せ、長手方向と直交する方向の断面を略L字状とした構成を有する。 The frame material 32 is formed of a metal such as aluminum, and has a structure in which a vertical plate 321 and a horizontal plate 322, which are substantially rectangular plate materials, are combined, and the cross section in the direction orthogonal to the longitudinal direction is substantially L-shaped.

骨組材32では鉛直板321と水平板322を繋ぐ板状のリブ324が長手方向に間隔を空けて複数設けられる。リブ324は鉛直板321と水平板322に対し直交するように設けられ、一部のリブ324は骨組材32の長手方向の両端部に配置される。 In the frame material 32, a plurality of plate-shaped ribs 324 connecting the vertical plate 321 and the horizontal plate 322 are provided at intervals in the longitudinal direction. The ribs 324 are provided so as to be orthogonal to the vertical plate 321 and the horizontal plate 322, and some ribs 324 are arranged at both ends in the longitudinal direction of the frame member 32.

鉛直板321には、長手方向に間隔を空けて複数の孔323が設けられる。孔323は骨組材32の長手方向の両端部のリブ324にも設けられる。 The vertical plate 321 is provided with a plurality of holes 323 at intervals in the longitudinal direction. The holes 323 are also provided in the ribs 324 at both ends of the frame member 32 in the longitudinal direction.

型枠3は上下一対の骨組材32を有する。これらの骨組材32は、板材31の外面で水平板322同士を背中合わせにして上下に配置される。骨組材32の長手方向の両端部のリブ324は板材31の折曲部312に沿って配置される。 The formwork 3 has a pair of upper and lower frame members 32. These skeleton members 32 are arranged vertically on the outer surface of the plate member 31 with the horizontal plates 322 back to back. The ribs 324 at both ends of the frame member 32 in the longitudinal direction are arranged along the bent portion 312 of the plate member 31.

この時、板材31の帯状部311の上下の孔313と上下の骨組材32の鉛直板321の孔323の位置を合わせ、これらの孔313、323に図4に示すボルト40の軸部を通し、当該軸部の先端を上下のブロック1に埋設したインサート(不図示)に螺合する。これにより、上段の骨組材32と板材31の上部が上段のブロック1に固定され、下段の骨組材32と板材31の下部が下段のブロック1に固定される。 At this time, the upper and lower holes 313 of the strip-shaped portion 311 of the plate member 31 and the holes 323 of the vertical plate 321 of the upper and lower frame members 32 are aligned, and the shaft portion of the bolt 40 shown in FIG. 4 is passed through these holes 313 and 323. , The tip of the shaft portion is screwed into an insert (not shown) embedded in the upper and lower blocks 1. As a result, the upper part of the upper frame material 32 and the plate material 31 is fixed to the upper block 1, and the lower part of the lower frame material 32 and the plate material 31 is fixed to the lower block 1.

上段のボルト40の軸部は上段のスペーサ34のうち一部のスペーサ34bを貫通する。このスペーサ34bは、その下端がボルト40の高さに達するように他のスペーサ34aよりも上下に長い部材が用いられており、スペーサ34bの下端はスペーサ34aの下端よりも低い位置にある。ただし、スペーサ34a、34bの部材を共通化しスペーサ34a、34bの下端の位置を合わせてもよい。一方、下段のボルト40の軸部は下段のスペーサ35を貫通する。 The shaft portion of the upper bolt 40 penetrates a part of the spacer 34b of the upper spacer 34. The spacer 34b is made of a member that is vertically longer than the other spacers 34a so that the lower end of the spacer 34b reaches the height of the bolt 40, and the lower end of the spacer 34b is located lower than the lower end of the spacer 34a. However, the members of the spacers 34a and 34b may be shared and the positions of the lower ends of the spacers 34a and 34b may be aligned. On the other hand, the shaft portion of the lower bolt 40 penetrates the lower spacer 35.

本実施形態では、複数の型枠3が上下のブロック1の隙間の延伸方向に沿って並べて配置され、それぞれの型枠3が上記のようにして上下のブロック1に取り付けられる。 In the present embodiment, a plurality of formwork 3s are arranged side by side along the extending direction of the gap between the upper and lower blocks 1, and each formwork 3 is attached to the upper and lower blocks 1 as described above.

隣り合う型枠3は、図4(a)に示すように、それぞれの型枠3の板材31の折曲部312同士が背中合わせに接するように配置される。また、それぞれの型枠3の骨組材32の長手方向の端部のリブ324が、これらの折曲部312を挟むように配置される。 As shown in FIG. 4A, the adjacent molds 3 are arranged so that the bent portions 312 of the plate members 31 of the respective molds 3 are in contact with each other back to back. Further, ribs 324 at the longitudinal end of the frame member 32 of each formwork 3 are arranged so as to sandwich the bent portions 312.

両型枠3は、これらの折曲部312とリブ324の孔313、323の位置を合わせ、孔313、323にボルト50の軸部を通し、軸部の先端にナット51を締め込んで上記のリブ324同士を締結することで接続される。 In both formwork 3, the positions of the bent portions 312 and the holes 313 and 323 of the ribs 324 are aligned, the shaft portion of the bolt 50 is passed through the holes 313 and 323, and the nut 51 is tightened to the tip of the shaft portion. It is connected by fastening the ribs 324 of the above.

ナット51の締め込みにより折曲部312は両側から押圧されて圧縮する。この時の折曲部312の圧縮量を調整することで、型枠3をブロック1の外面の平面における長さに合わせてフィットさせることが可能である。 By tightening the nut 51, the bent portion 312 is pressed from both sides and compressed. By adjusting the amount of compression of the bent portion 312 at this time, it is possible to fit the mold 3 according to the length of the outer surface of the block 1 on the plane.

(5.充填材6の充填)
本実施形態では、型枠3の内側で、上下のブロック1の間の隙間に充填材6が充填される。図6は充填材6の充填について説明する図であり、図6(a)、(b)はそれぞれ充填材6の充填中、充填後の状態を図4(c)と同様の断面で示す図である。また図6(c)は充填材6の充填後の状態を示す斜視図である。なお図6(c)では板材31や骨組材32などに隠れたスペーサ34、35の形状を鎖線にて図示している。
(5. Filling of filler 6)
In the present embodiment, the filler 6 is filled in the gap between the upper and lower blocks 1 inside the mold 3. 6A and 6B are views for explaining filling of the filler 6, and FIGS. 6A and 6B show the states of the filler 6 during and after filling in the same cross section as in FIG. 4C. Is. Further, FIG. 6C is a perspective view showing a state after filling of the filler 6. In FIG. 6C, the shapes of the spacers 34 and 35 hidden in the plate member 31 and the frame member 32 are shown by chain lines.

本実施形態では、左右に隣り合うブロック1の間から上下のブロック1の隙間に充填材6を充填する。この時、スペーサ34により形成された板材31の上部と上段のブロック1の間の空間Bが、充填材6の充填時の空気の逃げ道として機能する。 In the present embodiment, the filler 6 is filled in the gaps between the upper and lower blocks 1 from between the adjacent blocks 1 on the left and right. At this time, the space B between the upper part of the plate member 31 formed by the spacer 34 and the upper block 1 functions as an escape route for air when the filler 6 is filled.

上段のブロック1の下面は、外側に向かって斜め上方となるように傾斜しており、充填材6の充填中は、図6(a)の矢印aに示すようにこの傾斜に沿って空気が移動し、上記の空間Bから大気中に逃げる。こうして図6(b)に示すように充填材6が充填される。充填材6の充填確認は、空間B内の充填材6の上面のレベルを目視することによって行える。 The lower surface of the upper block 1 is inclined so as to be obliquely upward toward the outside, and during filling of the filler 6, air is introduced along this inclination as shown by the arrow a in FIG. 6 (a). It moves and escapes from the above space B into the atmosphere. In this way, the filler 6 is filled as shown in FIG. 6 (b). The filling confirmation of the filler 6 can be performed by visually observing the level of the upper surface of the filler 6 in the space B.

充填材6が固化するまでの間、上下のブロック1の隙間の充填材6の体積は、充填材6の水分がブロック1のコンクリートに吸収される、充填材6内の空気(泡)が空間Bを介して大気中に開放される、等の原因によって減少する。空間B内の充填材6は、この体積減少分を補充するバッファとして機能する。 Until the filler 6 solidifies, the volume of the filler 6 in the gap between the upper and lower blocks 1 is such that the air (bubbles) in the filler 6 is a space in which the moisture of the filler 6 is absorbed by the concrete of the block 1. It decreases due to reasons such as being released to the atmosphere via B. The filler 6 in the space B functions as a buffer for replenishing the volume reduction.

型枠3は充填材6の固化後に撤去する。ここでは、ボルト40を取外した後、板材31、骨組材32、およびスペーサ34、35の撤去を行う。ボルト40はいずれもスペーサ34b、35に通されているので、空間B内の充填材6がボルト40に付着して取外しにくくなることは無い。 The mold 3 is removed after the filler 6 is solidified. Here, after removing the bolt 40, the plate member 31, the frame member 32, and the spacers 34 and 35 are removed. Since the bolts 40 are all passed through the spacers 34b and 35, the filler 6 in the space B does not adhere to the bolts 40 and become difficult to remove.

図7は型枠3を撤去した後の状態を示す図である。ブロック1の外側に残った充填材6ははつり作業などによって除去し、外面を平滑化する。充填材6の充填前に上段のブロック1の外面の下端部に養生テープを貼っておけば、充填材6をきれいに除去できる。前記したように、スペーサ35の上端は下段のブロック1の上面より上に突出しており、この突出部分に当たる高さ範囲Pではブロック1の外側に充填材6が残らず、下段のブロック1と同一の平滑面とできるので、充填材6の除去作業が容易になる。 FIG. 7 is a diagram showing a state after the mold 3 is removed. The filler 6 remaining on the outside of the block 1 is removed by a chipping operation or the like to smooth the outer surface. If a curing tape is attached to the lower end of the outer surface of the upper block 1 before filling the filler 6, the filler 6 can be removed cleanly. As described above, the upper end of the spacer 35 protrudes above the upper surface of the lower block 1, and in the height range P corresponding to the protruding portion, the filler 6 does not remain on the outside of the block 1 and is the same as the lower block 1. Since the smooth surface can be obtained, the work of removing the filler 6 becomes easy.

以上説明したように、本実施形態の型枠構造10では、スペーサ34によって、型枠3の板材31の上部と上段のブロック1の間に空間Bを形成し、この空間Bを前記のホースHの代わりに利用するので、空気の逃げ道が十分に得られ、充填材6の充填後にブロック1の間に空隙が残ってしまうこともない。また当該空間B内の充填材6は、上下のブロック1の隙間における充填材6の体積減少分を補充するバッファとして機能し、十分なバッファ容量が得られる。 As described above, in the formwork structure 10 of the present embodiment, a space B is formed between the upper portion of the plate member 31 of the formwork 3 and the upper block 1 by the spacer 34, and this space B is used as the hose H. Since it is used instead of the above, a sufficient escape route for air can be obtained, and no voids remain between the blocks 1 after the filler 6 is filled. Further, the filler 6 in the space B functions as a buffer for replenishing the volume reduction of the filler 6 in the gap between the upper and lower blocks 1, and a sufficient buffer capacity can be obtained.

また、本実施形態では型枠3の板材31の固定がボルト40によって行われるが、板材31の上部についてはボルト40をスペーサ34b内に通すことで、空間B内の充填材6がボルト40に付着せず、型枠撤去時にボルト40を容易に取外すことができる。なお、スペーサ34aは、スペーサ34bの間隔が広いためスペーサ34bの間に追加で設けたものであり、スペーサ34bとは異なりボルト40は通されない。このスペーサ34aは省略することも可能である。 Further, in the present embodiment, the plate material 31 of the form 3 is fixed by the bolts 40, but for the upper part of the plate material 31, the filler 6 in the space B becomes the bolts 40 by passing the bolts 40 through the spacer 34b. The bolt 40 can be easily removed when the mold is removed without adhering. Since the space between the spacers 34b is wide, the spacer 34a is additionally provided between the spacers 34b, and unlike the spacer 34b, the bolt 40 is not passed through. The spacer 34a can be omitted.

また、板材31の下部と下段のブロック1の間にはスペーサ35が配置されるが、このスペーサ35の上端は、下段のブロック1の上面より上に位置させることで、前記したように、型枠撤去後にブロック1の外側に残った充填材6の除去作業が容易になる。 Further, a spacer 35 is arranged between the lower portion of the plate member 31 and the lower block 1, and the upper end of the spacer 35 is positioned above the upper surface of the lower block 1 to form a mold as described above. The work of removing the filler 6 remaining on the outside of the block 1 after the frame is removed becomes easy.

また本実施形態では、板材31が可とう性を有するので、上下のブロック1の間に位置ずれがあっても、一対の骨組材32によってそれぞれのブロック1に取付けた板材31が骨組材32の間で変形して位置ずれに追従する。そのため、ブロック1の間に位置ずれがある場合にも型枠3として好適に機能し、充填材6の漏れを防止することができる。 Further, in the present embodiment, since the plate material 31 has flexibility, even if there is a positional deviation between the upper and lower blocks 1, the plate material 31 attached to each block 1 by the pair of frame materials 32 is the frame material 32. It deforms between them and follows the misalignment. Therefore, even when there is a misalignment between the blocks 1, it functions suitably as a mold 3 and can prevent leakage of the filler 6.

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、ブロック1の外側に残った充填材6をはつり作業等により除去するが、充填材6の充填から一定時間経過した、充填材6の固化前の適当な時点、例えば充填材6の固化直前で図8(a)に示すようにブロック1の外面に沿ってスペーサ35の上端まで板状の差込材60を差し込んでおくことで、上下のブロック1の隙間にある充填材6と、その外側の充填材6とを分断し、型枠撤去後にブロック1の外側の充填材6を容易に除去できる。 However, the present invention is not limited to this. For example, in the present embodiment, the filler 6 remaining on the outside of the block 1 is removed by a lifting operation or the like, but a certain time has passed since the filler 6 was filled, and the filler 6 is at an appropriate time before solidification, for example, the filler 6. Immediately before the solidification of No. 6, as shown in FIG. 8A, by inserting the plate-shaped insertion material 60 up to the upper end of the spacer 35 along the outer surface of the block 1, the filler in the gap between the upper and lower blocks 1 is inserted. 6 and the filler 6 on the outside of the block 1 can be separated, and the filler 6 on the outside of the block 1 can be easily removed after the mold is removed.

また、図8(b)に示すようにスペーサ34、35の厚みを小さくし、ブロック1と板材31の間を狭くすれば、型枠撤去後にブロック1の外側に残る充填材6が少なくなり、その除去作業がし易くなる。ただしこの場合、空間Bの体積が小さくなり充填材6のバッファ容量が少なくなるので、型枠3を通して充填材6を流入させるバッファタンク70を別途設け、バッファ容量を確保することもできる。 Further, as shown in FIG. 8B, if the thicknesses of the spacers 34 and 35 are reduced and the space between the block 1 and the plate member 31 is narrowed, the filler 6 remaining on the outside of the block 1 after the mold is removed is reduced. The removal work becomes easier. However, in this case, since the volume of the space B becomes smaller and the buffer capacity of the filler 6 becomes smaller, a buffer tank 70 for allowing the filler 6 to flow through the mold 3 can be separately provided to secure the buffer capacity.

さらに、図9の型枠3’に示すように、板材31の下部をボルト40によって直接下段のブロック1に固定し、スペーサ35を省略することもできる。板材31は可とう性を有しているので、このような構成とすることも可能である。 Further, as shown in the formwork 3'of FIG. 9, the lower portion of the plate member 31 can be directly fixed to the lower block 1 by the bolt 40, and the spacer 35 can be omitted. Since the plate material 31 has flexibility, such a configuration is also possible.

また、本実施形態では円弧状の反りを有する上下のブロック1の隙間に型枠3を配置したが、ブロック1の形状も限定されず、例えば反りを有さない平面矩形状のブロックに対しても同様の型枠3が適用可能である。さらに、本実施形態ではブロック1によりLNGタンク100の筒状の防液堤2を構築しているが、本実施形態の型枠構造10は防液堤2以外の壁体を構築する際にも適用でき、壁体は筒状でなくてもよい。加えて、本実施形態の型枠構造10は柱体など壁体以外の構造物の構築時にも適用可能である。 Further, in the present embodiment, the formwork 3 is arranged in the gap between the upper and lower blocks 1 having an arcuate warp, but the shape of the block 1 is also not limited, for example, for a flat rectangular block having no warp. The same formwork 3 can be applied to. Further, in the present embodiment, the tubular liquid barrier 2 of the LNG tank 100 is constructed by the block 1, but the formwork structure 10 of the present embodiment is also used when constructing a wall body other than the liquid barrier 2. Applicable, the wall does not have to be tubular. In addition, the formwork structure 10 of the present embodiment can also be applied when constructing a structure other than a wall body such as a pillar body.

以下、本発明の別の例を第2、第3の実施形態として説明する。第2、第3の実施形態は第1の実施形態と異なる点について説明し、同様の点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。 Hereinafter, another example of the present invention will be described as a second and third embodiment. The second and third embodiments will be described with reference to differences from the first embodiment, and the same reference points will be omitted in the drawings and the like.

[第2の実施形態]
図10は本発明の第2の実施形態に係る型枠構造10aを図6(c)と同様の斜視図で示したものである。第2の実施形態の型枠構造10aは、型枠3aの板材31aとして木材や金属などの剛性を有する材料が用いられる点で第1の実施形態と主に異なる。
[Second Embodiment]
FIG. 10 shows the formwork structure 10a according to the second embodiment of the present invention in the same perspective view as in FIG. 6C. The formwork structure 10a of the second embodiment is mainly different from the first embodiment in that a rigid material such as wood or metal is used as the plate member 31a of the formwork 3a.

板材31aは、上下のブロック1の隙間の外側で、当該隙間の延伸方向に沿って帯状に配置される。板材31aの外面の上下には、当該隙間の延伸方向に沿って延びる桁状の骨組材32aが配置される。骨組材32aにも、木材や金属などの剛性を有する材料が用いられる。 The plate member 31a is arranged in a strip shape along the extending direction of the gap outside the gap between the upper and lower blocks 1. Above and below the outer surface of the plate member 31a, a girder-shaped frame member 32a extending along the extending direction of the gap is arranged. A rigid material such as wood or metal is also used for the frame material 32a.

図10の例では、ボルト40の両側に当たる位置で、縦方向の柱材80を上下の骨組材32aの間に架け渡し、さらに両柱材80に跨るように押え板90を配置してボルト40の頭部により押え板90をブロック1側に押し付けることで、板材31aをブロック1に固定している。 In the example of FIG. 10, the column members 80 in the vertical direction are bridged between the upper and lower frame members 32a at positions corresponding to both sides of the bolts 40, and the holding plates 90 are arranged so as to straddle both the column members 80. The plate member 31a is fixed to the block 1 by pressing the pressing plate 90 against the block 1 side by the head of the head.

スペーサ34、35の構成は第1の実施形態と同様であり、本実施形態でも板材31aの上部と上段のブロック1の間に空間が形成され、この空間が上下のブロック1の隙間と連通することで、第1の実施形態と同様の効果が得られる。可とう性を有する板材31を用いた第1の実施形態では前記のようにスペーサ35が省略可能であるが、本実施形態では板材31aが剛性を有するので、上下にスペーサ34、35を設けることで型枠3aの設置を好適に行うことができる。 The configurations of the spacers 34 and 35 are the same as those in the first embodiment. In this embodiment as well, a space is formed between the upper part of the plate member 31a and the upper block 1, and this space communicates with the gap between the upper and lower blocks 1. As a result, the same effect as that of the first embodiment can be obtained. In the first embodiment using the flexible plate material 31, the spacer 35 can be omitted as described above, but in the present embodiment, since the plate material 31a has rigidity, spacers 34 and 35 are provided above and below. The mold 3a can be preferably installed in the above.

なお、スペーサ34、35の形状やサイズは上記の空間が形成できれば特に限定されることはない。例えば図11の型枠構造10a’は、スペーサ34’(34a’、34b’)、35’の形状やサイズが異なる型枠3a’を用いた例であり、図11(a)は図10と同様の斜視図、図11(b)は板材31aのブロック1側の面を見た図である。 The shapes and sizes of the spacers 34 and 35 are not particularly limited as long as the above space can be formed. For example, the formwork structure 10a'in FIG. 11 is an example in which the spacers 34'(34a', 34b') and the formwork 3a'with different shapes and sizes of 35' are used, and FIG. 11A shows FIG. A similar perspective view, FIG. 11B, is a view of the surface of the plate member 31a on the block 1 side.

この例では、スペーサ34b’の下端がスペーサ35’の上端に接するとともに、充填材6の固化後の型枠3a’の撤去が容易となるよう、スペーサ34a’の両側面と下面、スペーサ34b’の両側面、スペーサ35’の上面のそれぞれがテーパ面341、342、351とされている。各テーパ面341、342、351は、板材31a側で裾広がりとなるように形成されており、これにより充填材6の付着が剥がれ易くなる。なお、前記と同様、スペーサ34a’は省略することも可能である。 In this example, both side surfaces and the lower surface of the spacer 34a', and the spacer 34b' so that the lower end of the spacer 34b'contacts the upper end of the spacer 35' and the mold 3a'after solidification of the filler 6 can be easily removed. Both side surfaces of the spacer 35'and the upper surface of the spacer 35'are tapered surfaces 341, 342, and 351 respectively. The tapered surfaces 341, 342, and 351 are formed so as to have a wide hem on the plate material 31a side, which makes it easy for the filler 6 to be peeled off. As described above, the spacer 34a'can be omitted.

[第3の実施形態]
図12は本発明の第3の実施形態に係る型枠構造10bを図4(c)と同様の断面で示す図である。本実施形態の型枠構造10bは、スペーサ34、35を省略しつつ、板材31の上部と上段のブロック1の間に空間Bを形成する点で第1の実施形態と主に異なる。
[Third Embodiment]
FIG. 12 is a diagram showing a formwork structure 10b according to a third embodiment of the present invention in the same cross section as in FIG. 4 (c). The mold structure 10b of the present embodiment is mainly different from the first embodiment in that a space B is formed between the upper portion of the plate member 31 and the upper block 1 while omitting the spacers 34 and 35.

すなわち、本実施形態では型枠3bの上下の骨組材32を連結材33により一体化して上段の骨組材32を外側に向かって斜め上方に傾斜させ、これら上下段の骨組材32に可とう性を有する板材31を取付けて板材31を支持し、板材31の上端が外側に反った状態とする。また本実施形態では、板材31の下部がボルト40によって下段のブロック1に直接固定される。 That is, in the present embodiment, the upper and lower frame members 32 of the formwork 3b are integrated by the connecting member 33, and the upper frame member 32 is inclined diagonally upward toward the outside, so that the upper and lower frame members 32 are flexible. The plate material 31 having the above is attached to support the plate material 31, and the upper end of the plate material 31 is in a state of being warped outward. Further, in the present embodiment, the lower portion of the plate member 31 is directly fixed to the lower block 1 by the bolt 40.

本実施形態でも、板材31の上部と上段のブロック1の間で空間Bが形成され、この空間Bが上下のブロック1の隙間と連通することで、第1の実施形態と同様の効果が得られる。また本実施形態では可とう性を有する板材31を上記のように反らせて配置することで、スペーサ34、35を省略することが可能である。 Also in the present embodiment, a space B is formed between the upper part of the plate member 31 and the upper block 1, and the space B communicates with the gaps between the upper and lower blocks 1 to obtain the same effect as that of the first embodiment. Be done. Further, in the present embodiment, the spacers 34 and 35 can be omitted by arranging the flexible plate members 31 in a warped manner as described above.

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。 Although preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to such examples. It is clear that a person skilled in the art can come up with various modifications or modifications within the scope of the technical idea disclosed in the present application, and these also naturally belong to the technical scope of the present invention. Understood.

1:ブロック
2:防液堤
3、3'、3a、3a'、3b:型枠
4:外槽屋根
5:底版
6、7:充填材
10、10a、10a’、10b:型枠構造
31、31a:板材
32、32a:骨組材
33:連結材
34、34’、34a、34a'、34b、34b'、35、35':スペーサ
40、50:ボルト
60:差込材
70:バッファタンク
80:柱材
90:押え板
100:LNGタンク
341:テーパ面
342:テーパ面
351:テーパ面
1: Block 2: Liquid barrier 3, 3', 3a, 3a', 3b: Formwork 4: Outer tank roof 5: Bottom slab 6, 7: Filler 10, 10a, 10a', 10b: Formwork structure 31, 31a: Plate material 32, 32a: Frame material 33: Connecting material 34, 34', 34a, 34a', 34b, 34b', 35, 35': Spacer 40, 50: Bolt 60: Insert material 70: Buffer tank 80: Pillar material 90: Presser plate 100: LNG tank 341: Tapered surface 342: Tapered surface 351: Tapered surface

Claims (7)

上下のプレキャスト部材の隙間に充填材を充填する際の型枠構造であって、
前記隙間の外側に型枠の板材が配置され、
前記板材の上部と上段の前記プレキャスト部材の間に、前記隙間の延伸方向に間隔を空けて複数の第1のスペーサが設けられ、
前記板材の上部と上段の前記プレキャスト部材の間の空間が、前記隙間と連通することを特徴とする型枠構造。
It is a formwork structure when filling the gap between the upper and lower precast members with the filler.
The plate material of the formwork is arranged outside the gap,
A plurality of first spacers are provided between the upper portion of the plate material and the precast member in the upper stage at intervals in the extending direction of the gap.
A formwork structure characterized in that a space between an upper portion of the plate material and the upper precast member communicates with the gap.
前記板材の上部がボルトによって上段の前記プレキャスト部材に固定され、
前記ボルトが、前記第1のスペーサに通されることを特徴とする請求項1に記載の型枠構造。
The upper part of the plate material is fixed to the upper precast member by bolts,
The formwork structure according to claim 1, wherein the bolt is passed through the first spacer.
前記第1のスペーサの少なくとも両側面が、前記板材側で裾広がりとなるテーパ面とさ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。 The mold structure according to claim 1 or 2, wherein at least both side surfaces of the first spacer are tapered surfaces having a wide hem on the plate material side. 前記板材の下部と下段の前記プレキャスト部材の間に、前記隙間の延伸方向に延びる第2のスペーサが設けられたことを特徴とする請求項1から請求項3のいずれかに記載の型枠構造。 The mold structure according to any one of claims 1 to 3, wherein a second spacer extending in the extending direction of the gap is provided between the lower portion of the plate material and the lower precast member. .. 前記第2のスペーサの上端は、下段の前記プレキャスト部材の上面より上に位置することを特徴とする請求項4記載の型枠構造。 The formwork structure according to claim 4, wherein the upper end of the second spacer is located above the upper surface of the precast member in the lower stage. 前記第2のスペーサの上面が、前記板材側で裾広がりとなるテーパ面とされたことを特徴とする請求項4または請求項5に記載の型枠構造。 The mold structure according to claim 4 or 5, wherein the upper surface of the second spacer is a tapered surface having a wide hem on the plate material side. 上下のプレキャスト部材の隙間に充填材を充填する際の型枠構造であって、
前記隙間の外側に型枠の板材が配置され、
前記板材は可とう性を有し、骨組材によって上端が外側に反った状態で支持され、
前記板材の上部と上段の前記プレキャスト部材の間の空間が、前記隙間と連通することを特徴とする型枠構造。
It is a formwork structure when filling the gap between the upper and lower precast members with the filler.
The plate material of the formwork is arranged outside the gap,
The plate material has flexibility and is supported by a frame material with the upper end curved outward.
A formwork structure characterized in that a space between an upper portion of the plate material and the upper precast member communicates with the gap.
JP2019079278A 2019-04-18 2019-04-18 Formwork structure Active JP7145809B2 (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633470A (en) * 1992-07-16 1994-02-08 Oriental Kensetsu Kk Erection method of precast concrete column
JPH0649657U (en) * 1992-12-15 1994-07-08 株式会社フジタ Formwork equipment for precast reinforced concrete column joints
JPH09177316A (en) * 1995-12-25 1997-07-08 Kajima Corp Form doubling as spacer of pc post joining part
JP2015175138A (en) * 2014-03-14 2015-10-05 鹿島建設株式会社 Construction method of tank and dike
US20180195264A1 (en) * 2014-11-06 2018-07-12 Kajima Corporation Tank and method for constructing dike

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633470A (en) * 1992-07-16 1994-02-08 Oriental Kensetsu Kk Erection method of precast concrete column
JPH0649657U (en) * 1992-12-15 1994-07-08 株式会社フジタ Formwork equipment for precast reinforced concrete column joints
JPH09177316A (en) * 1995-12-25 1997-07-08 Kajima Corp Form doubling as spacer of pc post joining part
JP2015175138A (en) * 2014-03-14 2015-10-05 鹿島建設株式会社 Construction method of tank and dike
US20180195264A1 (en) * 2014-11-06 2018-07-12 Kajima Corporation Tank and method for constructing dike

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