JPH01131746A - Block combining formwork - Google Patents
Block combining formworkInfo
- Publication number
- JPH01131746A JPH01131746A JP62287756A JP28775687A JPH01131746A JP H01131746 A JPH01131746 A JP H01131746A JP 62287756 A JP62287756 A JP 62287756A JP 28775687 A JP28775687 A JP 28775687A JP H01131746 A JPH01131746 A JP H01131746A
- Authority
- JP
- Japan
- Prior art keywords
- block
- formwork
- concrete
- reinforcements
- construction
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims description 28
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 abstract description 16
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、主として護岸、擁壁等に使用して好適な、
比較的大型の、組積形式の所属なコンクリート製の型枠
着用ブロックに関するものである(従来の技術)
従来、一般的な擁Ii!および、2傾、属地の法面等に
対する護岸等の構築工事においては1通常、仮設の型枠
(以下、I′Ilに型枠という、)を使用した鉄筋コン
クリートの打設による工法が採用されている。[Detailed Description of the Invention] (Industrial Application Field) The present invention is mainly applicable to seawalls, retaining walls, etc.
This relates to relatively large concrete formwork blocks belonging to the masonry type (prior art). In the case of construction work such as revetments for 2-sloping slopes and slopes of belonging land, 1. Usually, a method of pouring reinforced concrete using temporary formwork (hereinafter referred to as formwork) is adopted. There is.
なお、出願事藺訓査の結果、このような型枠を使用しな
いブロックによるものの例として、一応、特公昭42−
11384号公報による護岸、擁壁用のコンクリートブ
ロック、および特公昭56−5006214公報に記載
されたような、コンクリート打込用ブロックによるもの
が検索されたが、これらを′1子細に検討の結果、これ
らは、いずれも、従来の通常形式のブロック積用のブロ
ック、もしくは、その類似構造のものとしての1域を出
るものではなく、型枠との関連性から見ると、その目的
、作用、効果上1本件出願に係るものとは。In addition, as a result of the examination of the application, as an example of a block using such a block that does not use formwork,
Concrete blocks for bank protection and retaining walls according to Publication No. 11384, and concrete blocks for pouring concrete as described in Publication No. 56-5006214 were searched, but as a result of a detailed study of these, All of these are not beyond the scope of conventional ordinary block-laying blocks or those with similar structures, and from the perspective of their relationship with formwork, their purpose, function, and effect. 1. What is the application concerned?
著しく相違し、その直接的な対比が困難であることが判
明したので、本件出願に対する従来技術としては、Ii
i記型枠によるものを、その対象とすることとした。Since it was found that they are significantly different and it is difficult to directly compare them, Ii
It was decided that the object would be those using the formwork described in i.
(発明が解決しようとする問題点)
ところで、上記、従来のような型枠を使用する工法にあ
っては1通常、全体の工事中、この型枠関連のための工
事の占める請合が非常に多く1例えば、特に、型枠組み
立てに要する手間、工賃。(Problems to be Solved by the Invention) By the way, in the above-mentioned construction method that uses conventional formwork, 1. Normally, during the entire construction work, work related to the formwork takes up a large amount of work. For example, in particular, the labor and labor required to set up the formwork.
また、型枠作業の要するスペース確保のための前面土砂
の多量の掘削、埋め戻し等の必要性が生じ、このため、
これらの要因により、その全体的な伴ない、その傾向を
更に著しいものとしている。In addition, in order to secure the space required for formwork work, it became necessary to excavate and backfill a large amount of earth and sand in the front.
These factors make the overall trend even more remarkable.
したがうて、このような種々の問題を有する型枠を使用
しない工法が口■能であれば、多くの問題点を解決する
ことができて極めて有益なものとなる。Therefore, if a construction method that does not use formwork, which has these various problems, was available, it would be extremely beneficial as it would solve many of the problems.
そこで、この発明は、このような問題、要望に対処し得
る新規な型枠兼用ブロックを提案したものである。Therefore, the present invention proposes a new block that can also be used as a formwork to meet these problems and demands.
(問題点を解決するための1段および実施例)上記の目
的を達成するための、この発明の構成を、実施例に対応
する第1〜3図を用いて説明すると以下のとおりである
。(First stage for solving the problems and embodiments) The structure of the present invention for achieving the above object will be explained below using FIGS. 1 to 3 corresponding to embodiments.
すなわち、まづ第1図において、この発明に係る型枠兼
用ブロックlは、全体がコンクリート。That is, first of all, in FIG. 1, the formwork block l according to the present invention is entirely made of concrete.
または鉄筋コンクリート、もしくは、その類似資材て形
成され、その主要な部分は、互いに相対する方形の表枠
板2、裏枠板3、および、それぞれの中央部において、
これらを相互に連結固定する柱状体4からなる。Or, it is made of reinforced concrete or a similar material, and its main parts are a square front frame board 2, a back frame board 3 facing each other, and the central part of each of them:
It consists of a columnar body 4 that connects and fixes these to each other.
そして、この柱状体4を中心として、表枠板2および裏
枠板3によって囲まれた、上下左右に形成される空間が
全て均等な割合をもつように構成されてしする。The space formed vertically and horizontally around this columnar body 4 and surrounded by the front frame plate 2 and the back frame plate 3 is configured to have an equal proportion.
なお1図中5はブロックの周囲、または四隅に設けられ
る0字型の凹条溝であり、これに適宜棒状体(図示しな
い)等を挿入することにより、ブロックの組積に際して
、それぞれ相互のブロックのずれ、すべりを防止するよ
うにするものであるこのような型枠兼用ブロック1を使
用して、その施工の要領は、第2図に示すようになされ
る。Note that 5 in Figure 1 is a 0-shaped concave groove provided around the periphery of the block or at the four corners, and by inserting a rod-shaped body (not shown), etc. into this groove, it is possible to prevent each other from each other when building blocks. Using such a block 1 which also serves as a formwork and which is designed to prevent the block from shifting or slipping, the procedure for construction is as shown in FIG. 2.
この図において、基礎鉄筋コンクリート6を打設したv
k2それぞれ上方へ延出する縦鉄筋7.7をブロック1
の左右の空間部に位置させるとともに、横鉄筋8.8を
上下の空間部に位置させつつ、順次!11積施工を行う
。In this figure, the foundation reinforced concrete 6 is placed v
Block 1 vertical reinforcing bars 7 and 7 extending upwards, respectively, k2
While placing horizontal reinforcing bars 8.8 in the spaces on the left and right of the space, the horizontal reinforcing bars 8.8 are placed in the spaces above and below, sequentially! 11 piles will be constructed.
そして、このとき相互の凹条1l15に対して棒状体を
挿入することによりブロックlのすべりを防止する。At this time, the blocks l are prevented from slipping by inserting rod-shaped bodies into the mutual grooves 1l15.
このようにして、所定の段数の組積がなされた後、上部
よりコンクリートを役人することにより、一体止した!
1壁等の構造物が構築されることとなるのである。In this way, after the predetermined number of levels of masonry had been laid, concrete was added from the top to secure it all together!
Structures such as walls will be constructed.
すなわち、型枠を兼ねた型枠兼用ブロックlが、そのま
ま直接構IYI物の一部となり、・この構造物に埋設さ
れた形式となる。That is, the formwork block l that also serves as a formwork directly becomes a part of the structure IYI, and is embedded in this structure.
したがって、この故に、従来のような仮枠組としての型
枠は全く不要となるのである。Therefore, for this reason, the conventional formwork as a temporary framework is completely unnecessary.
なお、第3[Aに示したものは基本的な形状の型枠兼泪
ブロックが変形した型枠兼用ブロック1aを示し、これ
は柱状部4aが大きく形成され、かつ、その内部を中空
状とされている。Note that the block 1a shown in 3rd [A] is a formwork block 1a which is a modified formwork block 1a having a basic shape. has been done.
(発明の作用および効果)
この発明は上記のような構成になるので以下のような作
用効果が期待できることとなる。(Operations and Effects of the Invention) Since the present invention has the above-described configuration, the following operations and effects can be expected.
まづ、型枠兼用ブロック自体の形状構造において、ブロ
ックが互いに相対する表枠板、裏枠板。First, in the shape structure of the formwork block itself, the front frame board and back frame board are opposed to each other.
および、それぞれの中央部において、これらを相互に連
結固定する柱状体からなり、この柱状体を中心として、
上下左右に形成される空間が全て均等な割合をもつよう
に構成されるものであることから、
イ)ブロックに8ける表裏の枠板に対し、縦、横共に曲
げ強度に対して均一な荷重配分が出来ることとなり、し
たがって必要最小限の構造とすることか1丁能となる。In the center of each, there is a columnar body that interconnects and fixes them, and around this columnar body,
Since the space formed on the top, bottom, left and right sides are all configured to have equal proportions, a) A uniform load is applied to the front and back frame plates of the block in terms of bending strength both vertically and horizontally. This means that it can be distributed, and therefore the structure can be reduced to the minimum necessary.
口)上下左右に形成される均等な空間部の存在により、
これに打設されるコンクリート強度、および配筋強度等
が明確に設計計算できることとなり、このため設計に無
駄がなく、かつ安全性の高い構造物を構築することがで
きる。Mouth) Due to the existence of equal spaces formed on the top, bottom, left and right,
The strength of the concrete to be cast, the reinforcement strength, etc. can be clearly calculated in the design, so that there is no waste in the design and it is possible to construct a highly safe structure.
ハ)形状的に最も簡素な構造であるため、生産性、コン
クリートの良好な流動性に伴なう施工性。c) It has the simplest structure in terms of shape, which improves productivity and workability due to the good fluidity of concrete.
経済性に優れている。Excellent economy.
さらに、このブロックによる組積構築に際しては、従来
のように仮枠としての型井を必要としない工法であるこ
とにより。Furthermore, when constructing masonry using blocks, this construction method does not require a mold as a temporary frame, unlike conventional methods.
A)1面の作!空間を必要とせず、切上等の場合におい
ても掘削量は最少ですむこととなる。A) The work on the first page! No space is required, and the amount of excavation is kept to a minimum even in cases such as cutting up.
B)組積に際して特別の技能な必要とせず1品質管理性
に優れ、また多W!連続組積が可能であり、組m*後直
ちにコンクリートの打設かでき、仮枠の解体嫌去も不要
で、しかも、これらの工事の大半を機械化できるため、
労−力、工期など大幅に削減可能(実績によると工期約
172短11)となり、このため、特に、風水害等に際
する河川の公共的な緊急工事にも最適のものとなる。B) No special skills are required for masonry, 1. Excellent quality control, and many W! Continuous masonry is possible, concrete can be poured immediately after masonry, there is no need to dismantle and remove temporary frames, and most of this work can be mechanized.
It is possible to significantly reduce labor and construction period (According to actual results, the construction period is approximately 172 times shorter than 11 times), making it particularly suitable for public emergency construction work on rivers in the event of wind and flood damage.
C)軽量級から超!1量縁まで巾広く対応でき、また現
場の状況に合せて重量用、e&を用の混合積も可tf!
であり、工費に無駄がなく工事費を大幅に簡減可t#、
(実績によると工費約20パーセント削減)となる。C) From lightweight to super! It can be used in a wide range up to one volume, and can also be used in mixed volumes for weight and e&, depending on the site situation.
Therefore, there is no waste in construction costs and construction costs can be significantly reduced.
(According to actual results, construction costs are reduced by approximately 20%).
D)雨中、木中施工等、場所、天候を選ばず施工が可能
な全天候型として施工ができる。D) It can be constructed as an all-weather type that can be constructed regardless of location or weather, such as in the rain or in trees.
E)仮#PJllI工法におけるような打ち次ぎ、打ち
むらが表面に出ることなく美観に勝り、また、コンクリ
ート打設の際の圧力膨張、ばれなどの危険もないため、
常に安心して施工できて品質管理性がよく、さらに、上
記美観については、これをブロック成型時、表枠板に適
宜のデサイン処理を施すようにしたときは、さらに優美
な表面視覚のものとすることも可能である等、各種の著
しい効果が期待できるところの、すぐれた発明であると
思考される。E) It is aesthetically pleasing because no uneven pouring or pouring appears on the surface like in temporary #PJllI construction method, and there is no risk of pressure expansion or cracking during concrete pouring.
It can be constructed with peace of mind and has good quality control.Furthermore, regarding the above-mentioned aesthetic appearance, when the appropriate design treatment is applied to the front frame board during block molding, the surface appearance becomes even more elegant. It is considered to be an excellent invention that can be expected to have various remarkable effects, such as the possibility of
第1図はこの発明にかかる型枠兼用ブロックの斜視図、
ff52図は施工状態の要部の断面図、第3図は基本形
から派生したブロックの斜視図である特許出願人
禁出 会久
特許出願人代理人 大村 英治
第3図
図面の浄書(内容に変更なし)
f統補1E古(方式)
%式%
型枠薯用ブロック
3、補正をする者
事件との関係 特許出願人
住所 岡山市妹尾3286−2
氏名 4山 ウス
4、代理人
住所 700 0862−31−39495、補正命令
の日付 (63,2,23)6、補正の対象 図面(
第2UA)FIG. 1 is a perspective view of a block that also serves as a formwork according to the present invention;
Figure ff52 is a sectional view of the main part in the construction state, and Figure 3 is a perspective view of the block derived from the basic form.
Forbidden appearance Eiji Omura Patent applicant's agent Eiji Omura Engraving of Figure 3 drawing (no change in content) f standard 1E old (method) % formula % Formwork block 3, relationship with the amendment person case Patent Applicant address: 3286-2 Seno, Okayama City Name: Yotsuyama Us4, Agent address: 700 0862-31-39495, Date of amendment order (63, 2, 23) 6, Subject of amendment: Drawing (
2nd UA)
Claims (1)
ロックが互いに相対する表枠板、裏枠板、および、それ
ぞれの中央部において、これらを相互に連結固定する柱
状体から構成されてなることを特徴とする型枠兼用ブロ
ック。 2、柱状体を中心として、上下左右に形成される空間が
全て相対した均等な割合をもつように構成されることを
特徴とする特許請求の範囲第1項記載の型枠兼用ブロッ
ク。 3、全体が、コンクリートまたは鉄筋コンクリート製で
ある特許請求の範囲第1〜2項記載の型枠兼用ブロック
。 4、表枠板および裏枠板が方形である特許請求の範囲第
1〜4項記載の型枠兼用ブロック。[Claims] 1. A block that also serves as a formwork used in masonry, in which this block connects and fixes the front and back frame plates facing each other and their respective central parts. A block that doubles as a formwork and is characterized by being composed of columnar bodies. 2. The formwork block as set forth in claim 1, characterized in that the spaces formed vertically, horizontally, and horizontally around the columnar body are constructed so that they all have equal relative proportions. 3. The formwork block as claimed in claims 1 to 2, which is entirely made of concrete or reinforced concrete. 4. The formwork block according to claims 1 to 4, wherein the front frame plate and the back frame plate are rectangular.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62287756A JPH01131746A (en) | 1987-11-13 | 1987-11-13 | Block combining formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62287756A JPH01131746A (en) | 1987-11-13 | 1987-11-13 | Block combining formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01131746A true JPH01131746A (en) | 1989-05-24 |
JPH0528289B2 JPH0528289B2 (en) | 1993-04-23 |
Family
ID=17721350
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62287756A Granted JPH01131746A (en) | 1987-11-13 | 1987-11-13 | Block combining formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01131746A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2016087886A2 (en) | 2014-12-03 | 2016-06-09 | Imre Szombathelyi | Element collection for composite building structures |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5150647U (en) * | 1974-10-16 | 1976-04-17 | ||
JPS52153302U (en) * | 1976-05-17 | 1977-11-21 | ||
JPS531903U (en) * | 1976-06-24 | 1978-01-10 | ||
JPS5316304U (en) * | 1976-07-22 | 1978-02-10 | ||
JPS54121505U (en) * | 1978-02-14 | 1979-08-25 | ||
JPS566843A (en) * | 1979-06-29 | 1981-01-24 | Sekisan Kogyo Kk | Method of building wall |
JPS5650062A (en) * | 1979-09-28 | 1981-05-07 | Toshiba Battery Co Ltd | Alkaline battery |
JPS5741946U (en) * | 1980-08-23 | 1982-03-06 | ||
JPS5965126A (en) * | 1982-10-05 | 1984-04-13 | Kazumitsu Kanamaru | Block for construction work |
JPS61180237U (en) * | 1985-04-26 | 1986-11-10 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS531903B2 (en) * | 1974-02-05 | 1978-01-23 | ||
JPS51114191A (en) * | 1975-04-01 | 1976-10-07 | Toshin Kogyo Kk | Device for a corrosion tub for a machine to test for stress corrosive cracks |
JPS54149298A (en) * | 1978-05-12 | 1979-11-22 | Toyo Contact Lens Co Ltd | Preparation of artificial crystalline lens |
-
1987
- 1987-11-13 JP JP62287756A patent/JPH01131746A/en active Granted
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5150647U (en) * | 1974-10-16 | 1976-04-17 | ||
JPS52153302U (en) * | 1976-05-17 | 1977-11-21 | ||
JPS531903U (en) * | 1976-06-24 | 1978-01-10 | ||
JPS5316304U (en) * | 1976-07-22 | 1978-02-10 | ||
JPS54121505U (en) * | 1978-02-14 | 1979-08-25 | ||
JPS566843A (en) * | 1979-06-29 | 1981-01-24 | Sekisan Kogyo Kk | Method of building wall |
JPS5650062A (en) * | 1979-09-28 | 1981-05-07 | Toshiba Battery Co Ltd | Alkaline battery |
JPS5741946U (en) * | 1980-08-23 | 1982-03-06 | ||
JPS5965126A (en) * | 1982-10-05 | 1984-04-13 | Kazumitsu Kanamaru | Block for construction work |
JPS61180237U (en) * | 1985-04-26 | 1986-11-10 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2016087886A2 (en) | 2014-12-03 | 2016-06-09 | Imre Szombathelyi | Element collection for composite building structures |
Also Published As
Publication number | Publication date |
---|---|
JPH0528289B2 (en) | 1993-04-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US2208589A (en) | Building material and method | |
CN101798817B (en) | Combined retaining wall structure | |
RO113171B1 (en) | Cellular structure for supporting walls and process for producing the same | |
JPS5820809A (en) | Construction of dam | |
CN110130934B (en) | Construction method of urban tunnel branch junction with box-type top plate structure | |
JPH01131746A (en) | Block combining formwork | |
CN110528682A (en) | A kind of assembly concrete grid type frame and construction method | |
CN109137887B (en) | Underground continuous wall structure penetrating through karst cave, construction method and supporting device | |
CN206769444U (en) | A kind of seismic hardening system of frame structure filling tensility shock-resistant component | |
CN205557573U (en) | Underground structure | |
JPH10102514A (en) | Construction structure for retaining wall | |
CN216195701U (en) | Self-stabilizing constructional column combined assembly structure | |
CN217128249U (en) | Permanent-faced combined triangular plate support replacing structure | |
JP2698563B2 (en) | Construction method of surface natural stone, back concrete casting structure | |
CN214301864U (en) | Sump pit and post-cast strip collision node | |
TWI646239B (en) | Stacking block for retaining wall and concrete structure using stacked block for retaining wall | |
JPH0754348Y2 (en) | Combination basic block and combination basic | |
JPH0320410Y2 (en) | ||
JP2881235B2 (en) | Slope stabilization method and formwork block for slope stabilization | |
JPS6123092Y2 (en) | ||
JPS60173223A (en) | Construction of concrete wall | |
JPS63233133A (en) | Steel plate/concrete panel structure | |
JPH0671538U (en) | Block for retaining wall and retaining wall structure | |
JP2004360266A (en) | Structure and construction method for floor post base part | |
JP2506978Y2 (en) | Synthetic retaining wall |