JPS5928821Y2 - Formwork for manufacturing inverted Y-shaped retaining walls - Google Patents

Formwork for manufacturing inverted Y-shaped retaining walls

Info

Publication number
JPS5928821Y2
JPS5928821Y2 JP19194081U JP19194081U JPS5928821Y2 JP S5928821 Y2 JPS5928821 Y2 JP S5928821Y2 JP 19194081 U JP19194081 U JP 19194081U JP 19194081 U JP19194081 U JP 19194081U JP S5928821 Y2 JPS5928821 Y2 JP S5928821Y2
Authority
JP
Japan
Prior art keywords
formwork
retaining wall
formworks
fixed
manufacturing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP19194081U
Other languages
Japanese (ja)
Other versions
JPS5896909U (en
Inventor
茂 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP19194081U priority Critical patent/JPS5928821Y2/en
Publication of JPS5896909U publication Critical patent/JPS5896909U/en
Application granted granted Critical
Publication of JPS5928821Y2 publication Critical patent/JPS5928821Y2/en
Expired legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 本考案は、例えば河川や水路の護岸、土留等に適用され
る逆Y字型擁壁製造用の型枠に関する。
[Detailed Description of the Invention] The present invention relates to a formwork for manufacturing an inverted Y-shaped retaining wall, which is applied, for example, to river and waterway embankments, earth retaining walls, and the like.

上記擁壁aは第1図に示した如く、板状の直立する擁壁
部分a′と、該擁壁部分の下部から左右に延出する板状
の両脚部分d′、a′/とから一体に形成されている。
As shown in FIG. 1, the retaining wall a consists of a plate-shaped upright retaining wall part a' and plate-shaped leg parts d' and a'/ extending left and right from the lower part of the retaining wall part. It is formed in one piece.

この擁壁aば、既存の現場で構築される石積壁やコンク
リート護岸、鉄筋コンクリート壁等に比して、土圧や水
圧によく耐え、倒壊や滑りがなく極めて丈夫であると共
に、施工期間を短縮できて、しかも施工管理が容易であ
る等の点で充分に効果的であるといえる。
Compared to existing masonry walls, concrete revetments, reinforced concrete walls, etc. built on-site, this retaining wall can withstand earth pressure and water pressure better, is extremely durable without collapsing or slipping, and shortens the construction period. It can be said that it is sufficiently effective in terms of easy construction management.

又、この擁壁aは型枠を用いて工場生産されるものであ
るが、この擁壁aは上述のように特殊形状をもったもの
である為、第2図に例示した如く、複数個の平板状型枠
パネルト・・・・・と、複数個の曲面型枠パネル2・・
・・・・を相互に組立てΣ型枠を横取することSなり、
この結果組立て固定時に狂いが生じ易いばかりでなく、
曲面型枠パネル2そのものΣ狂いもあるので所定の形状
、寸法に組立てることは困難である。
Also, this retaining wall a is manufactured in a factory using formwork, but since this retaining wall a has a special shape as mentioned above, it is made of multiple pieces as illustrated in Fig. 2. flat formwork panel... and multiple curved formwork panels 2...
Assembling ... with each other and seizing the Σ formwork is S,
As a result, not only is there a tendency for errors to occur when assembling and fixing, but also
Since the curved formwork panel 2 itself has Σ deviation, it is difficult to assemble it into a predetermined shape and size.

又、擁壁aの一面を一枚の型枠パネルとすれば、上記問
題を回避できるが、それ自体大きくなるので、どうして
も捩れや撓わみが生じ、底面型枠パネルに対して正確に
垂直を出して組立てることが難事となる。
Also, if one side of the retaining wall a is made of a single formwork panel, the above problem can be avoided, but since the retaining wall itself becomes large, twisting and deflection will inevitably occur, and it will not be possible to make the retaining wall a exactly perpendicular to the bottom formwork panel. It is difficult to take out and assemble the parts.

そこで本考案は上述従来の事情に鑑みて検討の結果新規
な逆Y字型擁壁製造用型枠を得たものであって、その目
的とするところは、できる限り型枠部材数を減少させた
ことにより組立てや狂いの調整を容易にし、もって作業
能率の向上と、製品精度の向上を計り得るようにしたこ
とにある。
Therefore, the present invention was developed as a result of studies in view of the above-mentioned conventional circumstances, and a new inverted Y-shaped formwork for manufacturing retaining walls was obtained.The purpose of this invention is to reduce the number of formwork members as much as possible. This makes it easier to assemble and adjust errors, thereby improving work efficiency and product accuracy.

以下本考案の実施例を示した図面について詳述すれば本
案に係る型枠3は第3図ないし第5図に示したように、
前記擁壁aの底面を製造する一個の底面型枠4と、擁壁
aの擁壁部分a′及び脚部分a′lの片面を製造する為
の一個の固定側面型枠5と、二個の側面型枠6,7と、
擁壁aの下面を製造する為の二個の下面型枠8,9と、
必要に応じて複数個の端板10・・・・・・との数少な
い型枠部材で横取されている。
The drawings showing the embodiments of the present invention will be described in detail below.The formwork 3 according to the present invention is as shown in Figs. 3 to 5.
One bottom formwork 4 for manufacturing the bottom surface of the retaining wall a, and one fixed side formwork 5 for manufacturing one side of the retaining wall part a' and the leg part a'l of the retaining wall a. side formwork 6, 7,
Two lower formworks 8 and 9 for manufacturing the lower surface of the retaining wall a,
If necessary, it is intercepted by a few formwork members including a plurality of end plates 10.

こSで上記底面型枠4は、肉厚鋼板4aの下面に溶着し
たチャンネル、アングル4b・・・・・・などで補強し
て十分に剛性を大きく、かつ表面は平滑に仕上げて形成
されていると共に、上記各型枠5゜6,7,8,9及び
端板10を載置固定できる広さに形成されている。
In this S, the bottom formwork 4 is reinforced with channels, angles 4b, etc. welded to the lower surface of the thick steel plate 4a, and is sufficiently rigid, and the surface is finished smooth. At the same time, it is formed to have a width that allows each of the above-mentioned formworks 5° 6, 7, 8, 9 and the end plate 10 to be placed and fixed thereon.

又、上記固定側面型枠5及び両側面型枠6,7並びに両
下面型枠8,9は、天地が水平で、壁面5a、6a、7
a、8a、9aを夫々天地面に対して垂直に、かつ適当
な曲率なもって夫々曲或しであると共に、十分剛性が大
きく形成しである。
Further, the fixed side formwork 5, both side formworks 6, 7, and both lower side formworks 8, 9 are horizontal in top and bottom, and wall surfaces 5a, 6a, 7
a, 8a, and 9a are each formed perpendicular to the top and bottom, each curved with an appropriate curvature, and sufficiently rigid.

即ち、上記各型枠5・・・・・・9ば、例えば、鉄骨組
5a、6b、7b、8b、9bの表面に鋼板5ct6c
、7c、8c、9cを張着して形成するが、又は硬質合
成樹脂の型物又は成型物で形成するか、更には強化木材
(積層合板)で表面ば合成樹脂又は鋼板張りして形成す
ればよい。
That is, each formwork 5...9 has a steel plate 5ct6c on the surface of the steel frame 5a, 6b, 7b, 8b, 9b, for example.
, 7c, 8c, and 9c, or a molded or molded product of hard synthetic resin, or even reinforced wood (laminated plywood) with the surface covered with synthetic resin or steel plate. Bye.

又上記底面型枠4に固定する箇所数は可及的少なくして
、組立、解体時間を少なくすると共に、このことにより
相互の狂いの累積が少なく、又狂いの調節を容易にでき
るようにしである。
In addition, the number of points to be fixed to the bottom formwork 4 is reduced as much as possible to reduce assembly and disassembly time, thereby reducing the accumulation of mutual deviations and making it easy to adjust deviations. be.

更に上記各型枠5・・・・・・9は、第3図に示した如
く、底面型枠4にノックピン11等で固定されると共に
、夫々も端部において直接又は端板10を介して脱着可
能にボルト止め等によって連結されるが、こΣで上記底
面型枠4に対して、固定側面型枠5は常に固定した1匁
とし、一方面側面型枠6.7は一本のノックピンを支点
として僅かに回動できるように、又は僅かに移動できる
ように固定されるようにし、更に下面型枠8,9は脱着
可能に固定される。
Furthermore, as shown in FIG. 3, each of the above-mentioned formworks 5...9 is fixed to the bottom formwork 4 with dowel pins 11, etc., and each of the formworks 5...9 is fixed to the bottom formwork 4 with dowel pins 11, etc. They are removably connected by bolts or the like, but in this case, the fixed side formwork 5 is always fixed at 1 momme with respect to the bottom formwork 4, and the side formworks 6 and 7 are connected with one dowel pin. The lower formworks 8 and 9 are fixed so as to be able to rotate or move slightly using the fulcrum as a fulcrum, and the lower formworks 8 and 9 are detachably fixed.

而して上記構成において、これを用いて前記擁壁aを製
造する時は、底面型枠4に前もって固定しである固定側
面型枠5との間に、所定の間隔を保って同型枠4に対し
、両側面型枠6,7及び両下面型枠8,9を所定配置と
して固定した後、相互に端部を直接又は端板10・・・
・・・を介して連結し型枠3を組立てる。
In the above structure, when manufacturing the retaining wall a using this, the fixed side formwork 5, which has been fixed in advance to the bottom formwork 4, is placed between the same formwork 4 and the fixed side formwork 5, keeping a predetermined distance therebetween. After fixing both side formworks 6, 7 and both lower side formworks 8, 9 in a predetermined arrangement, the ends of each other are directly or end plate 10...
... to assemble the formwork 3.

このようにすると、図示例では、相互に逆向き二個の空
所12.13が形成されるので、当該空所12.13内
に鉄筋を配設した後、コンクリドを充填して逆Y字型擁
壁aを一度に二個製造する。
In this way, in the illustrated example, two voids 12.13 are formed in opposite directions, so after placing reinforcing bars in the voids 12.13, they are filled with concrete to form an inverted Y shape. Two type retaining walls a are manufactured at a time.

コンクリート充填時は型枠3を水平に保持させておき、
コンクリートの養生時間が経過したならば脱型するわけ
であるが、本案型枠3による時は、固定側面型枠5を固
定したixにして督き、これに対して左右の両側面型枠
6,7は僅かに回動させるか、移動させてコンクリート
の肌離れをさせ、下面型枠8,9を取外して脱型する。
When filling with concrete, hold formwork 3 horizontally.
Once the concrete curing time has elapsed, it is removed from the mold, but when using the proposed formwork 3, the fixed side formwork 5 is fixed as ix, while the left and right side formworks 6 , 7 are slightly rotated or moved to separate the surface of the concrete, and the lower formworks 8 and 9 are removed and demolded.

従って、底面型枠4に各型枠5・−・・・・9を固定し
て組立て、上述のようにして一度擁壁aを製造した後は
、下面型枠8,9のみを脱着し、側面型枠6.7を僅か
に回動又は移動させるたけである。
Therefore, after assembling the respective formworks 5, . It is only necessary to rotate or move the side formwork 6.7 slightly.

尚実施例では、擁壁aの二個取り型枠を示したが、本案
はこれに限定的であることはなく、他に上記固定側面型
枠5及び下面型枠8,9の数を任意に増やすことによっ
て、三個取り、四個取り等とすることができるもので、
か\る場合をも本考案は包含するものである。
Although the embodiment shows a two-piece formwork for the retaining wall a, the present invention is not limited to this. By increasing the number of pieces, it is possible to make three pieces, four pieces, etc.
The present invention also covers such cases.

以上説明したように本考案に係る逆Y字型擁壁製造用型
枠によれば、少ない型枠数で一度に少なくとも二個以−
ヒ製造することができるだけでなく、底面型枠4に対し
て、固定側面型枠5は固定した1匁であって、下面型枠
8,9のみを脱着すればよく、必要に応じて側面型枠6
,7を僅かに回動又は移動することで脱型も容易に行な
うことができるので、各型枠の組立、及び脱型の為の分
解、並びに狂い調整の手間を従来例に比べて大幅に減少
させ作業能率を向上できる。
As explained above, according to the inverted Y-shaped retaining wall manufacturing formwork according to the present invention, at least two or more formworks can be formed at a time with a small number of forms.
Not only can the fixed side formwork 5 be fixed to the bottom formwork 4, but only the bottom formworks 8 and 9 need to be attached and removed, and the side formwork can be manufactured as needed. Frame 6
, 7 can be easily removed from the mold by slightly rotating or moving the molds, so the effort of assembling each mold, disassembling for demolding, and adjusting misalignment can be significantly reduced compared to conventional methods. can be reduced and work efficiency can be improved.

又、下面型枠8,9だげを取外しするだけであり、かつ
全体の組立箇所数は少ないので相互の狂いの累加が少な
くなり、もって全体の狂いを少なくできると共に、下面
型枠8,9を取外した後の組立ては、前もって固定しで
ある固定側面型枠5及び側面型枠6,7を基準として精
度良く行なうことができるので製品精度の向上を計るこ
とができ、更に型枠数の減少によってコストダウンがで
きる。
In addition, since the lower formworks 8 and 9 only need to be removed and the total number of assembly points is small, the accumulation of mutual misalignment is reduced. After removal, assembly can be carried out with high precision using the fixed side formwork 5 and side formworks 6 and 7, which are fixed in advance, as a reference, so it is possible to improve product accuracy and further reduce the number of formworks. Costs can be reduced by reducing

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は逆Y字型擁壁の斜視図、第2図は従来の逆Y字
型擁壁製造用型枠の一例を示した斜視図、第3図は本考
案に係る逆Y字型擁壁製造用型枠の一実施例を示した平
面図、第4図は同型枠にむける底面型枠の側面図、第5
図は同型枠の分解平面図である。 a・・・逆Y字型擁壁、a′・・・擁壁部分、a″・−
・脚部分、4・・・底面型枠、5−・・固定側面型枠、
6,7・・・側面型枠、8,9・・・下面型枠。
Fig. 1 is a perspective view of an inverted Y-shaped retaining wall, Fig. 2 is a perspective view showing an example of a conventional formwork for manufacturing an inverted Y-shaped retaining wall, and Fig. 3 is an inverted Y-shaped retaining wall according to the present invention. FIG. 4 is a plan view showing one embodiment of the formwork for manufacturing retaining walls; FIG. 4 is a side view of the bottom formwork for the formwork; FIG.
The figure is an exploded plan view of the same formwork. a... Inverted Y-shaped retaining wall, a'... Retaining wall part, a''・-
・Legs, 4--Bottom formwork, 5--Fixed side formwork,
6, 7... Side formwork, 8, 9... Bottom formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 擁壁部分と、該擁壁部分の下部左右から延出した両脚部
分とからなる逆Y字型擁壁の製造用型枠であって、少な
くとも二個の擁壁の底面を一度に製造可能に形成した一
個の底面型枠と、少なくとも二個の擁壁の擁壁部分及び
脚部分の一側面を夫夫製造可能なるよう左右対称に曲成
した固定側面型枠と、上記擁壁部分及び脚部分の他側面
を製造可能なるよう曲成した二個の側面型枠と、上記脚
部分の下面を製造可能なるよう曲成した二個の下面型枠
とを具備し、上記各型枠は相互に組立解体可能に、かつ
上記底面型枠に対しあ固定側面型枠は固定し、両側面型
枠は僅かに移動可能に、両下面型枠は脱着可能に固定さ
れるよう夫々形成されている逆Y字型擁壁製造用型枠。
A formwork for manufacturing an inverted Y-shaped retaining wall consisting of a retaining wall portion and both leg portions extending from the lower left and right sides of the retaining wall portion, which allows manufacturing the bottom surfaces of at least two retaining walls at once. one bottom formwork formed, a fixed side formwork bent symmetrically so that one side of the retaining wall part and the leg part of at least two retaining walls can be manufactured, and the above-mentioned retaining wall part and the leg part. It is equipped with two side formworks that are curved so that the other side of the part can be manufactured, and two lower formworks that are curved so that the lower side of the leg part can be manufactured, and each of the above-mentioned formworks is mutually curved. The fixed side formwork is fixed to the bottom formwork, the both side formworks are slightly movable, and both bottom formworks are fixed in a removable manner. Formwork for manufacturing an inverted Y-shaped retaining wall.
JP19194081U 1981-12-23 1981-12-23 Formwork for manufacturing inverted Y-shaped retaining walls Expired JPS5928821Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19194081U JPS5928821Y2 (en) 1981-12-23 1981-12-23 Formwork for manufacturing inverted Y-shaped retaining walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19194081U JPS5928821Y2 (en) 1981-12-23 1981-12-23 Formwork for manufacturing inverted Y-shaped retaining walls

Publications (2)

Publication Number Publication Date
JPS5896909U JPS5896909U (en) 1983-07-01
JPS5928821Y2 true JPS5928821Y2 (en) 1984-08-20

Family

ID=30105377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19194081U Expired JPS5928821Y2 (en) 1981-12-23 1981-12-23 Formwork for manufacturing inverted Y-shaped retaining walls

Country Status (1)

Country Link
JP (1) JPS5928821Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD501935S1 (en) 2003-07-21 2005-02-15 Keystone Retaining Wall Systems, Inc. Wall block

Also Published As

Publication number Publication date
JPS5896909U (en) 1983-07-01

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