JPS588510Y2 - Formwork equipment for concrete block molding - Google Patents

Formwork equipment for concrete block molding

Info

Publication number
JPS588510Y2
JPS588510Y2 JP16822580U JP16822580U JPS588510Y2 JP S588510 Y2 JPS588510 Y2 JP S588510Y2 JP 16822580 U JP16822580 U JP 16822580U JP 16822580 U JP16822580 U JP 16822580U JP S588510 Y2 JPS588510 Y2 JP S588510Y2
Authority
JP
Japan
Prior art keywords
formwork
connecting reinforcing
reinforcing bar
concrete
concrete block
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
JP16822580U
Other languages
Japanese (ja)
Other versions
JPS5790812U (en
Inventor
五男利 菊池
康夫 高森
泰常 池永
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 JP16822580U priority Critical patent/JPS588510Y2/en
Publication of JPS5790812U publication Critical patent/JPS5790812U/ja
Application granted granted Critical
Publication of JPS588510Y2 publication Critical patent/JPS588510Y2/en
Expired legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【考案の詳細な説明】 本案は本案と同日付実用新案登録出願A号で提案された
、ブロック本体に設けた連結鉄筋挿通孔に連結鉄筋を遊
挿し、同連結鉄筋の一端を前記挿通孔に碇止するととも
に、同挿通孔よりブロック本体外方に突出する前記連結
鉄筋の他端部を連結部となした、防波堤、護岸等におけ
る消波被覆工等で使用されるコンクリートブロックの成
型用型枠装置に係るものであって、コンクリートブロッ
ク成型用型枠における相対する型枠片の内側面間に成型
用パイプを介装し、同パイプ及び前記各型枠片に亙って
締付杆を挿貫し、同締付杆における前記各型枠片からの
突出端部を締付金具を介して緊締してなることを特徴と
するものである。
[Detailed description of the invention] This proposal was proposed in Utility Model Registration Application No. A dated on the same date as this proposal, in which a connecting reinforcing bar is loosely inserted into a connecting reinforcing bar insertion hole provided in the block body, and one end of the connecting reinforcing bar is inserted into the through hole. A mold for forming a concrete block used in wave-dissipating coating work for breakwaters, sea walls, etc., which anchors and has the other end of the connecting reinforcing bar protruding outside the block body from the insertion hole as a connecting part. This is related to a frame device, in which a forming pipe is interposed between the inner surfaces of opposing formwork pieces in a formwork for forming a concrete block, and a tightening rod is installed across the pipe and each of the formwork pieces. It is characterized by being inserted through the clamping rod and tightening the protruding end portions of the clamping rod from each of the mold pieces via a clamping metal fitting.

本案においては前記したように、コンクリートブロック
成型用型枠における相対する型枠片の内側面間に成型用
パイプを介装して、同パイプと前記相対する型枠片間に
亙ってボルト等の締付杆を挿貫して、同締付杆における
前記各型枠片がらの突出部をナツト等の締付金具を介し
て緊締したので、前記成型用パイプは型枠内に簡単に、
而も確実に取付けられるものである。
In this case, as described above, a forming pipe is interposed between the inner surfaces of opposing formwork pieces in a concrete block forming formwork, and bolts, etc. are inserted between the pipe and the opposing formwork pieces. The molding pipe was inserted into the mold and the protruding portions of the mold pieces on the clamp were tightened using the tightening fittings such as nuts.
However, it can also be installed reliably.

而して前記型枠内にコンクリートを打設し、同打設コン
クリートの硬化後、前記締付杆を型枠より取外したのち
脱型すると、かくして成型されたコンクリートブロック
には同ブロックを貫通するように前記成型用パイプが埋
設され、同パイプによって前記コンクリートブロックに
連結鉄筋挿通孔が形成されるものである。
Then, concrete is poured into the formwork, and after the poured concrete has hardened, the tightening rod is removed from the formwork and then demolded, and the thus formed concrete block has a mold that penetrates the block. The forming pipe is buried, and the connecting reinforcing bar insertion hole is formed in the concrete block by the pipe.

従って前記パイプによって形成された挿通孔に連結鉄筋
を挿通してその一端を挿通孔内に碇止し、他端をブロッ
クより外方に突出せしめて連結部を設けることによって
、前記コンクリートブロックが構成されるものである。
Therefore, the concrete block is constructed by inserting a connecting reinforcing bar into the insertion hole formed by the pipe, anchoring one end of the reinforcing bar in the insertion hole, and protruding the other end outward from the block to provide a connecting part. It is something that will be done.

また本案においては前記したように、相対する型枠片と
、同各型枠片の内側面間に介装された成型用パイプに亙
って締付杆を挿貫し、同締付杆における前記各型枠片よ
り突出した両端部を締付金具を介して緊締したので、型
枠が前記締付金具及び成型用パイプによって補強且つ補
間され、大型の型枠にコンクリートを打設して締固める
場合、コンクリート内圧によって型枠面におけるふくら
みの発生が防止され、型枠のふくらみ防止用の特別の補
強装置が不要となり、型枠のコストを低減しうるもので
ある。
In addition, in this case, as described above, a clamping rod is inserted across the forming pipe interposed between the opposing formwork pieces and the inner surfaces of each of the molding pieces, and the clamping rod is Both ends protruding from each formwork piece were tightened using the clamping fittings, so the formwork was reinforced and interpolated by the clamping fittings and the forming pipe, and concrete was poured into the large formwork and tightened. When compacting, the internal pressure of the concrete prevents bulges on the formwork surface, eliminating the need for a special reinforcing device to prevent the formwork from bulging, and reducing the cost of the formwork.

またコンクリートブロックにおける連結鉄筋挿通孔の成
形用部材としてパイプが使用されているので、同パイプ
の形状を予め選択することによって、全長に亙って内径
の一定した連結鉄筋挿通孔、一端部の内径が大径に形成
された連結鉄筋挿通孔、両端部の内径が大径に形成され
た連結鉄筋挿通孔等、各種の形状の連結鉄筋挿通孔が簡
単に成形されるものである。
In addition, since pipes are used as members for forming connecting reinforcing bar insertion holes in concrete blocks, by selecting the shape of the pipe in advance, connecting reinforcing bar insertion holes with a constant inner diameter over the entire length, and inner diameter at one end can be created by selecting the shape of the pipe in advance. Connecting reinforcing bar insertion holes of various shapes can be easily formed, such as a connecting reinforcing bar insertion hole with a large diameter, and a connecting reinforcing bar insertion hole with a large inner diameter at both ends.

以下本案を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

第4図及び第5図は、実公昭45−29084号公報に
おいて提案された、正4面体を想定し、その重心と各頂
点とを結ぶ直線を軸心とし、且つ前記正4面体をえぐっ
て構成した形状の、4個の互いに合同で且つ中太に形成
された多面体pを重心から各頂点に向って吐出させ、前
記多面体pのうち相隣るものは夫々前記正4面体の1面
に相当する面qと、同面qと同一形状を有するように前
記軸心に対する前記正4面体の一面となす角度と同一角
度で前記正4面体の稜線を削り取った面rとを有し、前
記各多面体pの頂面には前記軸心と直交する正6角形の
削成面Sを設けたコンクリートブロック1で、同ブロッ
ク1に本案の型枠装置によって連結鉄筋挿通孔2が成型
されるものである。
Figures 4 and 5 are based on the assumption of a regular tetrahedron proposed in Publication of Utility Model Publication No. 45-29084, with the straight line connecting its center of gravity and each vertex as the axis, and the regular tetrahedron hollowed out. Four mutually congruent and medium-thick polyhedrons p having the configured shape are ejected from the center of gravity toward each vertex, and each of the adjacent polyhedrons p is placed on one side of the regular tetrahedron. a corresponding surface q, and a surface r obtained by shaving off the ridgeline of the regular tetrahedron at the same angle as the angle formed by one surface of the regular tetrahedron with respect to the axis so as to have the same shape as the same surface q, and the A concrete block 1 in which the top surface of each polyhedron p is provided with a regular hexagonal cut surface S perpendicular to the axis, and connecting reinforcing bar insertion holes 2 are formed in the block 1 by the formwork device of the present invention. It is.

第1図は前記ブロック1の外部を4つ割りした形状を有
する側型枠片3を示し、第2図は正6角形の端部型枠片
4を示し、4個の側型枠片3を組立てた型枠の頂端を除
く3本の放射状に突出した脚状部の端面を夫々前記端部
型枠片4で閉塞して、第3図に示す如き前記コンクリー
トブロック1の成型用型枠を組立てる。
FIG. 1 shows a side formwork piece 3 having a shape obtained by dividing the outside of the block 1 into four parts, and FIG. 2 shows a regular hexagonal end formwork piece 4, in which four side formwork pieces 3 are shown. The end surfaces of the three radially protruding leg portions excluding the top end of the assembled formwork are respectively closed with the end formwork pieces 4 to form a formwork for forming the concrete block 1 as shown in FIG. Assemble.

而してコンクリートブロック1の中央えぐり取り部に対
応する前記側型枠片3の中央6角形板3a及び同板3a
に対向する端部型枠片4に夫々透孔3b、4aを穿設す
るとともに、両者3,4の内側面間に硬質塩化ビニール
、発泡スチロール等より構成された成型用パイプ5を介
装し、同パイプ5及び前記6角形板3a及び端部型枠片
4の各透孔3b、4aに亙ってボルト6を挿貫し、同ボ
ルト6の前記6角形板3a及び端部型枠片4の突出部に
座金7を嵌装してナツト8を螺着緊締し、前記パイプ5
をセットする。
Therefore, the central hexagonal plate 3a of the side formwork piece 3 corresponding to the central hollowed out part of the concrete block 1 and the same plate 3a
Through-holes 3b and 4a are formed in the end formwork pieces 4 facing each other, and a molding pipe 5 made of hard vinyl chloride, styrene foam, etc. is interposed between the inner surfaces of both 3 and 4, A bolt 6 is inserted through each of the through holes 3b and 4a of the pipe 5, the hexagonal plate 3a, and the end formwork piece 4, and the bolt 6 is inserted into the hexagonal plate 3a and the end formwork piece 4 of the bolt 6. Fit the washer 7 into the protrusion of the pipe 5 and tighten the nut 8.
Set.

なお図示の実施例では前記パイプ5の両端が大径に形成
され、コンクリートブロック1内に両端に大径孔を有す
る連結鉄筋挿通孔2を成型するものである。
In the illustrated embodiment, both ends of the pipe 5 are formed to have a large diameter, and a connecting reinforcing bar insertion hole 2 having large diameter holes at both ends is formed in the concrete block 1.

なお前記パイプ5を全長に亙って等径とするか、一端部
にのみ大径部を設けるか、両端部に大径部を設けること
によって、全長に亙って等逢着しくは一端部または両端
部に大径孔を有する連結鉄筋挿通孔2が成型されるもの
である。
By making the pipe 5 have the same diameter over its entire length, or by providing a large-diameter portion only at one end, or by providing large-diameter portions at both ends, it is possible to Connecting reinforcing bar insertion holes 2 having large diameter holes at both ends are molded.

かくして前記パイプ2のセットが完了すると、型枠内に
コンクリートを打設し、同打設コンクリートの硬化後、
前記ナツト8を弛めてボルト6を除去し、しかるのち脱
型して第4図及び第5図に示す如き連結鉄筋挿通孔2を
有するコンクリートブロック1を成型するものである。
When the setting of the pipe 2 is completed in this way, concrete is poured into the formwork, and after the poured concrete hardens,
The nuts 8 are loosened, the bolts 6 are removed, and the concrete block 1 is then demolded to form a concrete block 1 having connecting reinforcement insertion holes 2 as shown in FIGS. 4 and 5.

なおコンクリートブロックが大径になると、型枠にコン
クリートを打設してバイブレータ等で締固める場合、型
枠3の6角形板3aの部分がふくらむ作用を生起するの
で、これを防止するために特別の補強が必要となり、型
枠のコストが割高になるが、図示の実施例においては、
前記パイプ5及びボルト6によって補強且つ補刷され、
特別の補強手段を設けることなく前記6角形板3aの部
分のふくらみが防止される。
If the diameter of the concrete block becomes large, the hexagonal plate 3a of the formwork 3 will swell when concrete is poured into the formwork and compacted using a vibrator, etc., so special measures are taken to prevent this. However, in the illustrated embodiment, reinforcement is required, which increases the cost of the formwork.
Reinforced and supplemented by the pipe 5 and bolt 6,
The hexagonal plate 3a can be prevented from bulging without providing any special reinforcing means.

本案の型枠装置によって前記したように成型されたコン
クリートブロック1の連結鉄筋挿通孔2には開孔2より
小径の連結鉄筋9が遊挿され、同連結鉄筋9の一端螺糸
部が連結鉄筋挿通孔2の端部大径孔2a端部壁に当接さ
れた支圧版10に挿通され、座金11が嵌装されるとと
もにナツト12が螺着緊締され、かくして連結鉄筋9の
一端部が前記挿通孔2に碇着され(第11図参照)、ブ
ロック本体より突出する他端部に後述の連結部が設けら
れている。
A connecting reinforcing bar 9 having a smaller diameter than the opening 2 is loosely inserted into the connecting reinforcing bar insertion hole 2 of the concrete block 1 formed as described above using the formwork apparatus of the present invention, and one end of the connecting reinforcing bar 9 is connected to the connecting reinforcing bar. The end of the insertion hole 2 is inserted into the bearing plate 10 which is in contact with the end wall of the large diameter hole 2a, and the washer 11 is fitted and the nut 12 is screwed and tightened. It is anchored in the insertion hole 2 (see FIG. 11), and the other end protruding from the block body is provided with a connecting portion, which will be described later.

第7図及び第8図は2本の連結鉄筋9を具えたコンクリ
ートブロック1の連結状態を、第9図及び第10図は3
本の連結鉄筋9を呉れたコンクリートブロック1の連結
状態を示すものである。
7 and 8 show the connected state of concrete blocks 1 equipped with two connecting reinforcing bars 9, and FIGS.
This shows the connected state of the concrete blocks 1 with the main connecting reinforcing bars 9 removed.

また第12図及び第13図は相隣るブロック1の連結鉄
筋9の連結部を示し、一方の連結鉄筋9の環体9aにU
字状連結片13を嵌合し、同連結片13の両脚片と他方
の連結鉄筋9の環体9aとをボルト14で連綴してナツ
ト15で緊締するものである。
Moreover, FIGS. 12 and 13 show the connecting portions of the connecting reinforcing bars 9 of adjacent blocks 1, and the ring body 9a of one of the connecting reinforcing bars 9 has a U.
The two leg pieces of the connecting piece 13 and the ring body 9a of the other connecting reinforcing bar 9 are connected with the bolt 14 and tightened with the nut 15.

なお前記したようにブロック本体に成型された連結鉄筋
挿通孔2に連結鉄筋9を遊挿して、その一端部を同挿通
孔2内に碇止し、ブロック本体の外方に突出する他端部
を連結部となしたコンクリートブロック1を使用すると
きは、相隣るブロツりの各前記連結鉄筋9の突出端部間
を連結することによって、容易にコンクリートブロック
が連結されるものであり、また前記連結鉄筋9を連結鉄
筋挿通孔2に密嵌することなく、回礼2に遊挿すること
により、現場施工に際してコンクリートブロック1の敷
設位置に多少の狂いがあっても前記鉄筋9に遊びがある
ので、前記コンクリートブロック1の敷設位置の誤差を
吸収してコンクリートブロック1間に連結できるので施
工が著しく容易になる。
As described above, the connecting reinforcing bars 9 are loosely inserted into the connecting reinforcing bar insertion holes 2 formed in the block body, one end of which is anchored in the insertion hole 2, and the other end protruding outward from the block body. When using concrete blocks 1 having a connecting part, the concrete blocks can be easily connected by connecting the protruding ends of the connecting reinforcing bars 9 of adjacent blocks, and By inserting the connecting reinforcing bars 9 loosely into the loop 2 without tightly fitting them into the connecting reinforcing bar insertion holes 2, there is play in the reinforcing bars 9 even if there is some deviation in the laying position of the concrete block 1 during on-site construction. Therefore, the error in the laying position of the concrete blocks 1 can be absorbed and the concrete blocks 1 can be connected, which greatly facilitates construction.

また前記したように連結鉄筋9がブロック本体の前記挿
通孔2に対して遊挿されているので、連結鉄筋9の着脱
が容易に行なわれるものである。
Further, as described above, since the connecting reinforcing bars 9 are loosely inserted into the insertion holes 2 of the block body, the connecting reinforcing bars 9 can be easily attached and removed.

また連結鉄筋9がブロック本体に埋設されることなく、
同本体の連結鉄筋挿通孔2に遊挿されることにより、連
結鉄筋9が発銹して膨張した場合でも、コンクリートを
圧縮して悪影響を及ぼすことがない。
In addition, the connecting reinforcing bars 9 are not buried in the block body,
By being loosely inserted into the connecting reinforcing bar insertion hole 2 of the main body, even if the connecting reinforcing bar 9 rusts and expands, it will not compress the concrete and have an adverse effect.

更にまたブロック本体に設けられた前記連結鉄筋挿通孔
2を利用することによって、ブロックの運搬、据付等が
能率的に行なわれるものである。
Furthermore, by utilizing the connecting reinforcing bar insertion holes 2 provided in the block body, transportation, installation, etc. of the block can be carried out efficiently.

【図面の簡単な説明】 第1図は側型枠片の正面図、第2図は端部型枠片の正面
図、第3図はコンクリートブロック成型用型枠の組立状
態を示す正面図、第4図及び第5図は本案の型枠装置に
よって成型されたコンクリートブロックの平面国益に側
面図、第6図は本案の型枠装置の一実施例の要部縦断面
図、第7図及び第9図は夫々本案の型枠装置によって成
型されたコンクリートブロックの使用状態を示す平面図
、第8図及び第10図は夫々第7図及び第9図の側面図
、第11図は連結鉄筋の端部碇止部を示す縦断面図、第
12図は連結鉄筋の連結部を示す正面図、第13図はそ
の平面図である。 1・・・・・・コンクリートブロック、2・・・・・・
連結鉄筋挿通孔、3・・・・・・側型枠片、4・・・・
・・端部型枠片、5・・・・・・成型用パイプ、6・・
・・・・ボルト、7・・・・・・座金、8・・・・・・
ナツト。
[Brief Description of the Drawings] Fig. 1 is a front view of the side formwork piece, Fig. 2 is a front view of the end formwork piece, Fig. 3 is a front view showing the assembled state of the formwork for forming concrete blocks, Figures 4 and 5 are plane and side views of concrete blocks formed by the formwork device of the present invention, Figure 6 is a vertical sectional view of essential parts of an embodiment of the formwork device of the present invention, and Figures 7 and 5 are Figure 9 is a plan view showing the state of use of concrete blocks formed by the formwork device of the present invention, Figures 8 and 10 are side views of Figures 7 and 9, respectively, and Figure 11 is a connecting reinforcing bar. FIG. 12 is a front view showing the connecting portion of the connecting reinforcing bars, and FIG. 13 is a plan view thereof. 1... Concrete block, 2...
Connecting reinforcing bar insertion hole, 3... Side formwork piece, 4...
...End formwork piece, 5...Pipe for molding, 6...
...Bolt, 7...Washer, 8...
Natsuto.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリートブロック成型用型体における相対する型枠
片の内側面間に成型用パイプを介装し、同パイプ及び前
記各型枠片に亙って締付杆を挿貫し、同締付杆における
前記各型枠片がらの突出端部を締付金具を介して緊締し
てなることを特徴とするコンクリートブロック成型用型
枠装置。
A forming pipe is interposed between the inner surfaces of opposing formwork pieces in a concrete block forming molding body, a tightening rod is inserted across the pipe and each of the formwork pieces, and the tightening rod is A formwork device for molding a concrete block, characterized in that the protruding ends of each of the formwork pieces are tightened through clamping fittings.
JP16822580U 1980-11-26 1980-11-26 Formwork equipment for concrete block molding Expired JPS588510Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16822580U JPS588510Y2 (en) 1980-11-26 1980-11-26 Formwork equipment for concrete block molding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16822580U JPS588510Y2 (en) 1980-11-26 1980-11-26 Formwork equipment for concrete block molding

Publications (2)

Publication Number Publication Date
JPS5790812U JPS5790812U (en) 1982-06-04
JPS588510Y2 true JPS588510Y2 (en) 1983-02-16

Family

ID=29526834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16822580U Expired JPS588510Y2 (en) 1980-11-26 1980-11-26 Formwork equipment for concrete block molding

Country Status (1)

Country Link
JP (1) JPS588510Y2 (en)

Also Published As

Publication number Publication date
JPS5790812U (en) 1982-06-04

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