JPH0422967Y2 - - Google Patents
Info
- Publication number
- JPH0422967Y2 JPH0422967Y2 JP8004989U JP8004989U JPH0422967Y2 JP H0422967 Y2 JPH0422967 Y2 JP H0422967Y2 JP 8004989 U JP8004989 U JP 8004989U JP 8004989 U JP8004989 U JP 8004989U JP H0422967 Y2 JPH0422967 Y2 JP H0422967Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame member
- core
- formwork device
- locking guide
- frame members
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 26
- 238000000605 extraction Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、消波根固ブロツクの型枠装置に関
するものであり、一層詳細には、この種の消波根
固ブロツクに縦孔を形成する際などに好適に使用
される中子型枠装置に関するものである。[Detailed description of the invention] [Industrial field of application] This invention relates to a formwork device for a wave-dissipating foundation block, and more specifically, it relates to a formwork device for a wave-dissipating foundation block. The present invention relates to a core formwork device suitably used for such applications.
一般に、港湾や河川においては消波根固を行う
ためにコンクリートで成形した種々の消波根固ブ
ロツクが設置されており、この消波根固ブロツク
にはその中央付近に縦孔を設けて流体による揚圧
力を軽減する構成を採用することが好ましいこと
も知られている。
Generally, various types of wave-dissipating blocks made of concrete are installed in ports and rivers for wave-dissipating purposes, and these wave-dissipating blocks are equipped with a vertical hole near the center to reduce the uplift force caused by the fluid. It is also known that it is preferable to adopt a configuration that reduces the
しかしながら、この種の縦孔を形成する際に、
例えば、分割構造の型枠装置を使用すると断面積
がマンホール程度になるためブロツクの大きさに
よつては実用的でなく、また中筒型式の型枠装置
を使用するとコンクリートの付着力との関係から
断面積が小さくなるだけでなく抜き取り作業時に
有害な応力が生じて縦孔周辺が破損することがあ
り、一方メカニツクな構造の中子枠装置を使用す
ると施工面およびコスト面で費用が嵩むだけでな
く装置自体の破損率も高いなどの事情から、従来
の縦孔は必ずしも水理機能に適つた大きさや形状
とは言えず、さらにはその縦孔自体もコンクリー
トの付着力との関係から抜勾配のある無用なテー
パ形状にせざるを得ないなど種々の解決すべき課
題を有していた。 However, when forming this type of vertical hole,
For example, if a split-structure formwork device is used, the cross-sectional area will be the size of a manhole, which may be impractical depending on the size of the block, and if a middle-tube type formwork device is used, the relationship with concrete adhesion may be affected. Not only does the cross-sectional area become smaller, but also harmful stress is generated during the extraction process, which can lead to damage around the vertical hole.On the other hand, using a mechanically constructed core frame device only increases costs in terms of construction and cost. Conventional vertical holes are not necessarily of the appropriate size or shape for hydraulic functions due to the high rate of damage to the equipment itself.Furthermore, the vertical holes themselves have been carefully selected due to the adhesion of concrete. There were various problems to be solved, such as having to create an unnecessary tapered shape with a slope.
そこで、この考案では、コンクリートを打設す
る型枠装置の底枠部材に空孔形成用の係止ガイド
部を突設し、この係止ガイド部外周に設けた装着
部に中子枠部材と抜枠部材を交互に立設するとと
もに隣接する枠部材の接合部に抜勾配を設け、対
向する少なくとも一対の抜枠部材を巾止部材で保
持し、さらに前記装着部に各枠部材をコンクリー
トから離型する際の逃げ部を設けることにより中
子型枠装置を構成して水理機能に適う所望の空孔
を容易に形成できるようにしたものである。
Therefore, in this invention, a locking guide part for forming holes is provided protruding from the bottom frame member of the formwork device for pouring concrete, and a core frame member is attached to the mounting part provided on the outer periphery of this locking guide part. The frame members are alternately erected, a draft angle is provided at the joint of adjacent frame members, at least one pair of opposing frame members is held by a stopper member, and each frame member is removed from the concrete at the mounting portion. By providing a relief part when releasing the mold, the core formwork device is constructed so that desired holes suitable for hydraulic function can be easily formed.
この場合、逃げ部は、係止ガイド部上縁に設け
た傾斜部と底枠部材に配置した面取板とにより構
成するか、あるいは係止ガイド部上縁に設けた傾
斜部とこの傾斜部に連続しかつ底枠部材の面板下
方位置に形成した堀込凹部とにより構成するのが
好ましい。 In this case, the escape part is composed of a sloped part provided on the upper edge of the locking guide part and a chamfered plate placed on the bottom frame member, or a sloped part provided on the upper edge of the locking guide part and this sloped part. It is preferable that the recess is continuous with the bottom frame member and formed at a position below the face plate of the bottom frame member.
この考案では係止ガイド部外周に設けた装着部
に中子枠部材と抜枠部材と立設するとともに巾止
めすることにより空孔形成部が確保され、またコ
ンクリリートの硬化後は巾止めを解除し、枠部材
に打撃を与えて逃げ部を支点として内側に傾動さ
せることにより離型と引き抜きを行い所望の縦孔
を形成するものである。
In this device, the core frame member and the cut-out frame member are installed upright on the mounting part provided on the outer periphery of the locking guide part, and the hole forming part is secured by clamping the width, and the width clamping is also secured after the concrete has hardened. The frame member is released, and the frame member is struck and tilted inward using the relief portion as a fulcrum, thereby releasing the mold and pulling it out to form a desired vertical hole.
次に、本考案に係る中子型枠装置の好適な実施
例につき添付図面を参照しながら以下詳細に説明
する。
Next, preferred embodiments of the core formwork device according to the present invention will be described in detail with reference to the accompanying drawings.
第1図〜第3図において、本考案に係る中子型
枠装置10は、所定形状の波消根固ブロツクを形
成するために構成された型枠装置Aの底枠部材1
2に縦孔形成用の係止ガイド部14を一体的に配
設する。このガイド部14は、第3図からも明か
なように、縦孔Bを形成しようとする枠体よりも
若干小さい形状に設定するとともに格子状に配設
した板部材により突設してコンクリートの打設時
に余剰コンクリートが詰まつたりしないように構
成する。 1 to 3, a core formwork device 10 according to the present invention is a bottom frame member 1 of a formwork device A configured to form a wave-dissipating root block of a predetermined shape.
2 is integrally provided with a locking guide portion 14 for forming a vertical hole. As is clear from FIG. 3, this guide part 14 is set to have a slightly smaller shape than the frame body in which the vertical hole B is to be formed, and is protruded from plate members arranged in a grid pattern to form the concrete. The structure is designed to prevent excess concrete from clogging during pouring.
前記ガイド部14の外周には装着部16を設け
て、この装着部16に中子枠部材18と抜枠部材
20を交互に立設するとともにこれらの中子枠部
材18と抜枠部材20との接合部フランジには縦
孔Bの中心方向に向かつて抜枠部材20が抜ける
ように抜勾配C(第2図参照)を形成しておく。 A mounting part 16 is provided on the outer periphery of the guide part 14, and core frame members 18 and frame-cutting members 20 are alternately erected on this mounting part 16, and these core frame members 18 and frame-cutting members 20 are attached. A draft angle C (see FIG. 2) is formed in the joint flange so that the frame extraction member 20 can be pulled out toward the center of the vertical hole B.
また、対向する抜枠部材20a,20bの上部フラ
ンジには係止孔22を夫々穿設し、、この係止孔
22に止めピン(図示せず)を介して巾止部材2
4を装着することにより各枠部材18,20の上
部位置を所定位置に保持する。 In addition, a locking hole 22 is formed in the upper flanges of the opposing frame removal members 20a and 20b, and a locking member 22 is inserted into the locking hole 22 via a locking pin (not shown).
4, the upper positions of each frame member 18, 20 are held in a predetermined position.
一方、ガイド部14の外周に設けた装着部16
には立設した各枠部材18,20を打設コンクリ
ートから離型する際の逃げ部26を形成する。こ
の逃げ部26は、ガイド部14を構成する各板部
材上縁に形成した中心方向への傾斜部28と前記
底枠部材12の所定位置に配設した面取板30と
により構成する。 On the other hand, a mounting portion 16 provided on the outer periphery of the guide portion 14
A relief portion 26 is formed in each of the frame members 18 and 20, which is used to release the erected frame members 18 and 20 from the cast concrete. The relief portion 26 is constituted by a centrally inclined portion 28 formed on the upper edge of each plate member constituting the guide portion 14 and a chamfered plate 30 disposed at a predetermined position on the bottom frame member 12.
なお、第1図において、参照符号32は各枠部
材18,20の上部外側所定位置に配設した上部
面取板であり、また、参照符号34は隣接する枠
部材18,20を接合する際に使用されるボルト
の捜着孔である。 In FIG. 1, reference numeral 32 is an upper chamfered plate disposed at a predetermined position on the upper outer side of each frame member 18, 20, and reference numeral 34 is an upper chamfered plate disposed at a predetermined position on the upper outer side of each frame member 18, 20. This is a bolt search hole used for.
次にこのように構成した本考案に係る中子型枠
装置10を使用して消波根固ブロツクを成形する
際に縦孔Bを形成する手順につき説明する。 Next, a procedure for forming the vertical holes B when molding a wave-absorbing foundation block using the core formwork device 10 according to the present invention constructed as described above will be explained.
すなわち、型枠装置Aを組み立てた後、底枠部
材12のガイド部14外周に設けた装着部16に
中子部材18を落とし込み、これらの中子部材1
8の離間部に抜枠部材20を挿入して各枠部材相
互を挿着孔34に挿通した接合ボルトで緊締す
る。次に、巾止部材24の両端部を止めピン(図
示せず)を介して対向する抜枠部材20a,20bの
上部フランジに固定して形成すべき縦孔Bの形状
保持と位置決めを行うとともに各枠部材の浮上が
り防止を図り、この状態でこの中子型枠装置10
と型枠装置Aとの間にコンクリートを打設する。 That is, after assembling the formwork device A, the core members 18 are dropped into the mounting portion 16 provided on the outer periphery of the guide portion 14 of the bottom frame member 12.
The frame member 20 is inserted into the spaced apart part 8, and each frame member is tightened with a joining bolt inserted through the insertion hole 34. Next, both ends of the width stopper member 24 are fixed to the upper flanges of the opposing frame removal members 20a and 20b via stopper pins (not shown) to maintain the shape and position of the vertical hole B to be formed. In order to prevent each frame member from lifting up, this core formwork device 10 is
Concrete is poured between the and formwork device A.
そして、打設したコンクリートが硬化したら、
まず、抜枠部材20から巾止部材24を取外し、
この抜枠部材20の頂部に矢印方向(第2図およ
び第4図)の打撃を加えると、抜枠部材20は逃
げ部26の一部を構成する傾斜部28の空間部の
縦孔中心方向に傾動し、打設コンクリートから容
易に離型する(第2図および第4図鎖線参照)。 Once the poured concrete has hardened,
First, remove the stopper member 24 from the frame extraction member 20,
When a blow is applied to the top of the frame removing member 20 in the direction of the arrow (FIGS. 2 and 4), the frame removing member 20 is moved toward the center of the vertical hole in the space of the inclined portion 28 that constitutes a part of the relief portion 26. The mold is easily released from the poured concrete (see the chain lines in Figures 2 and 4).
なお、この場合、抜枠部材20の下端部はガイ
ド部14を構成する各板部材上縁に形成した中心
方向への傾斜部28と底枠部材12に配設した面
取板30との離間部内で無理なく移動して離型時
の支点となるので、従来のようにコンクリートの
付着力などを考慮して縦孔に抜勾配などをもうけ
る必要はない。 In this case, the lower end of the frame-cutting member 20 corresponds to the distance between the inclined part 28 toward the center formed on the upper edge of each plate member constituting the guide part 14 and the chamfered plate 30 disposed on the bottom frame member 12. Since it moves easily within the part and serves as a fulcrum during demolding, there is no need to create a draft angle in the vertical hole in consideration of concrete adhesion, etc., as in the past.
そして中子枠部材18も同様に打撃を加えて離
型した後、各枠部材18,20を引き上げれば所
望の縦孔Bが得られることになる。 After the core frame member 18 is similarly struck and released from the mold, each of the frame members 18 and 20 is pulled up to obtain the desired vertical hole B.
また、第5図および第6図は、ガイド部14上
縁に形成した中心方向への傾斜部28と底枠部材
12の面取板30下方に成形した堀込凹部36と
により逃げ部26を構成した本考案に係る中子型
枠装置の別の実施例であるが、この場合は、各枠
部材18,20は傾斜部28の傾斜に沿つて点線
で示すように装着、離型ないしは引き抜きが行わ
れることになる。なお、型枠装置10全体の小型
化を図る上では、逃げ部26を前述の実施例のご
とく傾斜部28と面取板30とで構成したほうが
で好ましいと言える。 Further, in FIGS. 5 and 6, the relief portion 26 is formed by a centrally inclined portion 28 formed on the upper edge of the guide portion 14 and a recessed portion 36 formed below the chamfered plate 30 of the bottom frame member 12. This is another embodiment of the core formwork device according to the present invention, in which each frame member 18, 20 is installed, released or pulled out along the slope of the slope portion 28 as shown by the dotted line. It will be done. Incidentally, in order to reduce the size of the entire formwork device 10, it is preferable to configure the relief portion 26 with the slope portion 28 and the chamfered plate 30 as in the above-described embodiment.
先に述べたように、本考案に係る中子型枠装置
によれば、装着部および巾止部材により中子枠部
材と抜枠部材を立設保持して空孔形成部を確保す
るので水理機能に適つた大きさや形状の縦孔を自
由に形成することができる。また、離型や抜き取
りも簡単でブロツクに対する応力的影響も軽減で
きるので打設サイクルの効率化による工事費の低
減を図ることができ、さらには構造も簡単なので
取り扱いや施工も極めて容易になり製造コストの
低減を図ることができる等種々の利点を有しその
実用的な効果はきわめて大きい。
As mentioned above, according to the core formwork device according to the present invention, since the core frame member and the punching member are held upright by the mounting portion and the width stopper member to secure the hole forming portion, there is no water leakage. It is possible to freely form vertical holes of any size and shape suitable for the physical function. In addition, demolding and extraction are easy, and the stress on the blocks can be reduced, making the casting cycle more efficient and reducing construction costs.Furthermore, the simple structure makes handling and construction extremely easy, making manufacturing easier. It has various advantages such as being able to reduce costs, and its practical effects are extremely large.
以上本考案に係る中子型枠装置の好適な実施例
につき説明したが、本考案はこの実施例に限定さ
れるものでなく、例えば、適宜のコンクリート構
造物における縦孔を含む各種空孔の形成にも好適
に使用することができ、本考案の精神を逸脱しな
い範囲内において種々の改変をなし得ることは勿
論である。 Although the preferred embodiment of the core formwork device according to the present invention has been described above, the present invention is not limited to this embodiment. It can be suitably used for forming the present invention, and it goes without saying that various modifications can be made without departing from the spirit of the present invention.
第1図は本考案に係る中子型枠装置の好適な実
施例と成形されるコンクリートブロツクとの関係
を示す断面説明図、第2図は第1図に示す中子型
枠装置の平面説明図、第3図は第1図の‐線
断面説明図、第4図は第1図に示す中子型枠装置
における抜枠部材の離型する際の断面説明図、第
5図は本考案に係る中子型枠装置の別の実施例を
示す断面説明図、第6図は第5図の要部断面説明
図である。
10……中子型枠装置、12……底枠部材、1
4……ガイド部、16……装着部、18……中子
枠部材、20……抜枠部材、22……係止孔、2
4……巾止部材、26……逃げ部、28……傾斜
部、30……面取板、32……上部面取板、34
……接合ボルト挿着孔、36……堀込凹部。
Fig. 1 is a cross-sectional explanatory view showing the relationship between a preferred embodiment of the core formwork device according to the present invention and a concrete block to be formed, and Fig. 2 is a plan view of the core formwork device shown in Fig. 1. Fig. 3 is an explanatory cross-sectional view taken along the line - in Fig. 1, Fig. 4 is an explanatory cross-sectional view when the punching member is released from the mold in the core form machine shown in Fig. 1, and Fig. 5 is an explanatory view of the present invention. FIG. 6 is a cross-sectional explanatory view showing another embodiment of the core formwork device according to the present invention, and FIG. 10... Core formwork device, 12... Bottom frame member, 1
4... Guide part, 16... Mounting part, 18... Core frame member, 20... Frame extraction member, 22... Locking hole, 2
4... Width stop member, 26... Relief portion, 28... Inclined portion, 30... Chamfered plate, 32... Upper chamfered plate, 34
...Joining bolt insertion hole, 36...Drilling recess.
Claims (1)
に空孔形成用の係止ガイド部を突設し、この係
止ガイド部外周に設けた装着部に中子枠部材と
抜枠部材を交互に立設するとともに隣接する枠
部材の接合部に抜勾配を設け、対向する少なく
とも一対の抜枠部材を巾止部材で保持し、さら
に前記装着部に各枠部材をコンクリートから離
型する際の逃げ部を設けることを特徴とする中
子型枠装置。 (2) 逃げ部は、係止ガイド部上縁に設けた傾斜部
と底枠部材に配置した面取板とにより構成する
ことからなる請求項第1項記載の中子型枠装
置。 (3) 逃げ部は、係止ガイド部上縁に設けた傾斜部
とこの傾斜部に連続しかつ底枠部材の面板下方
位置に形成した堀込凹部とにより構成すること
からなる請求項第1項記載の中子型枠装置。[Scope of Claim for Utility Model Registration] (1) A locking guide portion for forming holes is provided protrudingly from the bottom frame member of a formwork device for pouring concrete, and a mounting portion provided on the outer periphery of this locking guide portion is provided. The core frame members and the punched frame members are alternately erected, and a draft angle is provided at the joint of the adjacent frame members, and at least one pair of facing punched frame members is held by a stopper member, and each A core formwork device characterized by providing a relief part when releasing a frame member from concrete. (2) The core formwork device according to claim 1, wherein the relief portion is constituted by an inclined portion provided on the upper edge of the locking guide portion and a chamfered plate placed on the bottom frame member. (3) The escape part is constituted by an inclined part provided on the upper edge of the locking guide part and a recessed part continuous with the inclined part and formed at a position below the face plate of the bottom frame member. Core formwork equipment as described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8004989U JPH0422967Y2 (en) | 1989-07-10 | 1989-07-10 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8004989U JPH0422967Y2 (en) | 1989-07-10 | 1989-07-10 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0320106U JPH0320106U (en) | 1991-02-27 |
| JPH0422967Y2 true JPH0422967Y2 (en) | 1992-05-27 |
Family
ID=31624757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8004989U Expired JPH0422967Y2 (en) | 1989-07-10 | 1989-07-10 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0422967Y2 (en) |
-
1989
- 1989-07-10 JP JP8004989U patent/JPH0422967Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0320106U (en) | 1991-02-27 |
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