JPH0243441A - Masonry of fill-up block - Google Patents
Masonry of fill-up blockInfo
- Publication number
- JPH0243441A JPH0243441A JP63193532A JP19353288A JPH0243441A JP H0243441 A JPH0243441 A JP H0243441A JP 63193532 A JP63193532 A JP 63193532A JP 19353288 A JP19353288 A JP 19353288A JP H0243441 A JPH0243441 A JP H0243441A
- Authority
- JP
- Japan
- Prior art keywords
- block
- formwork
- vertical
- reinforcement
- masonry
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 claims abstract description 97
- 238000009415 formwork Methods 0.000 claims description 72
- 238000000034 method Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 210000000078 claw Anatomy 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 241001553014 Myrsine salicina Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分舒〉
本発明は、それぞれに縦筋部材と横筋部材とを有した型
枠ブロックを組積する方法に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application> The present invention relates to a method for masonry of formwork blocks each having longitudinal reinforcement members and transverse reinforcement members.
〈従来の技術〉
壁体を構築する方法の一つとして、捨枠となる型枠ブロ
ックを組積し、この型枠ブロック内にコンクリートを打
設充填するという方法が知られている。<Prior Art> As one of the methods for constructing a wall body, a method is known in which formwork blocks serving as waste frames are piled up and concrete is cast and filled into the formwork blocks.
このような構築方法における型枠ブロックの組積は、従
来では次のようにして行っていた。すなわち、作業者が
型枠ブロックを間にコンクリートを敷きつつ組積すると
共に、これら型枠ブロック内に鉄筋を縦横に配設してい
た。The masonry of formwork blocks in such a construction method has conventionally been carried out as follows. In other words, workers would build formwork blocks while laying concrete between them, and at the same time, they would place reinforcing bars vertically and horizontally within these formwork blocks.
〈発明が解決しようとする課題〉
上記した構築方法は完全なる人手作業で実施していたた
め、作業に熟練を要すると共に施工が長期化するという
問題があった。このような事情から、手間及び時間のか
かる組積工程を自動化機械を用いて自動化するという要
求があるが、この要求を満すためには自動化に適した組
積方法の開発が必要であった。<Problems to be Solved by the Invention> Since the construction method described above was carried out completely by hand, there were problems in that the work required skill and the construction period took a long time. Due to these circumstances, there is a demand for automating the labor-intensive and time-consuming masonry process using automated machinery, but in order to meet this demand, it was necessary to develop a masonry method suitable for automation. .
本発明は上記従来の事情に鑑みなされたもので、自動化
するに適した型枠ブロックの組積方法を提供することを
目的とする。The present invention has been made in view of the above-mentioned conventional circumstances, and an object of the present invention is to provide a method for masonry of formwork blocks suitable for automation.
く課題を解決するための手段〉
本発明に係る型枠ブロックの組積方法は、縦方向への縦
筋部材と横方向への横筋部材とを有した型枠ブロックを
組積する方法であって、型枠ブロックを順次組積する時
に、縦筋部材と横筋部材とを既に組積されている他の型
枠ブロックの縦筋部材と横筋部材とにそれぞれ連結させ
、組積された型枠ブロック壁に縦横に配筋を施すことを
特徴とする。Means for Solving the Problems> The method for masonry of formwork blocks according to the present invention is a method for masonry of formwork blocks having vertical reinforcement members in the vertical direction and horizontal reinforcement members in the horizontal direction. When building formwork blocks one after another, the vertical reinforcement members and horizontal reinforcement members are respectively connected to the vertical reinforcement members and horizontal reinforcement members of other formwork blocks that have already been laid, and the masonry formwork is It is characterized by placing reinforcement vertically and horizontally on block walls.
く作 用〉
個々の型枠ブロックに設けられた縦筋部材と横筋部材と
を組積時に連結させることにより、型枠ブロック壁への
配筋がなされる。従って、従来のように型枠ブロックと
別個に用意した長尺の鉄筋を配設する作業が不要となっ
て、型枠ブロック組積作業が単純化され、自動化を容易
に達成することができる。Function> By connecting the vertical reinforcing members and horizontal reinforcing members provided in each formwork block during masonry, reinforcement is arranged on the formwork block wall. Therefore, unlike in the past, the work of arranging long reinforcing bars prepared separately from the formwork blocks is no longer necessary, the formwork block masonry work is simplified, and automation can be easily achieved.
く実 施 例〉 ゛本発明の実施例を図面を参照して説明する。Example of implementation ゛Examples of the present invention will be described with reference to the drawings.
第１図〜第１５図は本発明の第１の実施例に係る図面で
ある。1 to 15 are drawings according to a first embodiment of the present invention.
本実施例の組積方法に用いる型枠ブロックは基本的にば
第１図〜第４図に示すような構成となっている。すなわ
ち、この−股部用型枠ブロック１は、一対の平型板状部
２とこれら板状部２を連結する柱状部３とから成るコン
クリート製のブロックに横筋部材４と縦筋部材５とを直
交させて付設して構成されている。板状部２の上縁と右
側縁にはそれぞれ出張方向の段部２ａが設けられており
、板状部２の下縁と左側縁にはそれぞれ引込方向の段部
２ｂが設けられている。従って、第５図及び第６図に示
すように、板状部２同士を接合させて、型枠ブロツク１
同士を組積すると、例えば−の型枠ブロックの下縁の段
部２ｂと他の型枠ブロックの上縁の段部２ａというよう
に段部２ａ、２ｂがそれぞれ対応した段部２ｂ、２ｍに
嵌合し、組積した型枠ブロック１の位置ずれを防止する
。The formwork block used in the masonry method of this embodiment basically has a structure as shown in FIGS. 1 to 4. That is, this crotch formwork block 1 is a concrete block consisting of a pair of flat plate parts 2 and a columnar part 3 connecting these plate parts 2, and a horizontal reinforcement member 4 and a vertical reinforcement member 5. It is constructed by attaching the two orthogonally to each other. Step portions 2a extending in the protruding direction are provided on the upper and right edges of the plate-like portion 2, respectively, and step portions 2b extending in the retracting direction are provided on the lower and left edges of the plate-like portion 2, respectively. Therefore, as shown in FIGS. 5 and 6, the plate parts 2 are joined together to form the formwork block 1.
When they are stacked together, the steps 2a and 2b become the corresponding steps 2b and 2m, for example, the step 2b on the lower edge of the negative form block and the step 2a on the upper edge of the other form block. The fitted formwork blocks 1 are prevented from shifting in position.
また、板状部２の上縁にある段部２ａには係合凸部２ｃ
が設けられており、板状部２の下縁にある段部２ｂには
係合凹部２ｄが設けられている。従って、上記のように
型枠ブロック同士を組積すると、係合凸部２Ｃ及び係合
凹部２ｄが他のブロックの係合凹部２ｄ及び係合凸部２
Ｃに嵌合し、組積した型枠ブロック１の位置ずれを防止
する。Further, an engaging convex portion 2c is provided on the step portion 2a on the upper edge of the plate-like portion 2.
An engagement recess 2d is provided in the stepped portion 2b at the lower edge of the plate-like portion 2. Therefore, when the formwork blocks are stacked together as described above, the engaging convex portion 2C and the engaging concave portion 2d of the other block are
C and prevents displacement of the stacked formwork blocks 1.
また、板状部２の互いに対向する内面側にはそれぞれ把
持凹部２ｅが設けられており、これら凹部２ｅは後述す
るロボットで型枠ブロック１を把持するためのものであ
る。Furthermore, gripping recesses 2e are provided on the inner surfaces of the plate-like portions 2 that face each other, and these recesses 2e are used for gripping the formwork block 1 by a robot to be described later.
一方、柱状部３にはそれぞれ鉄筋材から成ろ横筋部材４
と縦筋部材５とが設けられている。横筋部材４の左端は
環部４ａとなっている一方、横筋部材４の右端は鉤部４
ｂとなってお吟、上記のように型枠ブロック同士を組積
すると、鉤部４ｂが他の横筋部材４の環部４ａに係合し
、これら横筋部材４が一体的に連結される。尚、これら
横筋部材４が一直線状に連続するよう、鉤部４ｂの基部
は上方へ曲折され、鉤部４ｂが環部４龜を跨ぐようにな
っている。On the other hand, each columnar part 3 has a transverse reinforcement member 4 made of reinforcing steel.
and a vertical reinforcement member 5 are provided. The left end of the horizontal strip member 4 is a ring portion 4a, while the right end of the horizontal strip member 4 is a hook portion 4.
When the formwork blocks are stacked together as described above, the hook portions 4b engage with the ring portions 4a of the other horizontal reinforcement members 4, and these horizontal reinforcement members 4 are integrally connected. Incidentally, the base of the hook portion 4b is bent upward so that the hook portion 4b straddles the ring portion 4 so that the horizontal strip members 4 continue in a straight line.
また、横筋部材４の中央部にはブラケット４ｃが取付け
られており、このブラケット４ｃを縦筋部材５が回転自
在且つ軸方向移動自在に貫通している。この縦筋部材５
の下端は雄ねじ部５ａとなっている一方、縦筋部材５の
上端は雌ねじ部５ｂとなってお９、上記のように型枠ブ
ロック同士を組積した際に雄ねじ部５ａを他の縦筋部材
５の雌ねじ部５ｂに螺合させると、これら縦筋部材５は
一体的に連結される。尚、横筋部材４と縦筋部材５とは
、コンクリートブロックの柱状部３に形成した孔に挿着
して後から付設しても良（、或いはコンクリートブロッ
ク製作時に柱状部３に埋設しても良いが、埋設する場合
には縦筋部材５は螺合させるために回転自在且つ軸方向
移動自在である必要がある。A bracket 4c is attached to the center of the horizontal strip member 4, and the vertical strip member 5 passes through this bracket 4c so as to be rotatable and movable in the axial direction. This vertical reinforcement member 5
The lower end is a male threaded part 5a, while the upper end of the vertical reinforcement member 5 is a female threaded part 5b. When screwed into the female threaded portion 5b of the member 5, these vertical reinforcement members 5 are integrally connected. Note that the horizontal reinforcement members 4 and the vertical reinforcement members 5 may be attached later by inserting them into holes formed in the columnar part 3 of the concrete block (or they may be buried in the columnar part 3 at the time of manufacturing the concrete block). However, when buried, the longitudinal reinforcement member 5 needs to be rotatable and movable in the axial direction in order to be screwed together.
また、本実施例の組積方法に用いる型枠ブロックは上記
した一般部用ブロックの他に第７図〜第１１図に示すよ
うな所謂役物プロッりがある。The formwork blocks used in the masonry method of this embodiment include, in addition to the blocks for general sections described above, so-called accessory plots as shown in FIGS. 7 to 11.
第７図に示す型枠ブ四ツク１０は床スラブ連接部に用い
るものであり、床スラブ筋を押入するための開口１１が
設けられていると共にタイビーム取付用のナツト１２が
設けられている点が一般部用型枠ブロック１と興なって
いる。型枠ブロックを組積して壁を作り、これにて家屋
を構築する場合には、第１２図に示すように床スラブ用
型枠ブロック１０を一般部用型枠ブロックｌの間に組込
み、床スラブ１３のスラブ筋１３ｍを開口１１内に挿入
させ、型枠ブロック内に打設充填されたコンクリートに
より床スラブ１３を固設する。The formwork block 10 shown in FIG. 7 is used for connecting floor slabs, and is provided with openings 11 for inserting floor slab reinforcements, as well as nuts 12 for attaching tie beams. This is the formwork block 1 for the general section. When constructing a house by building a wall by masonry of formwork blocks, as shown in Fig. 12, a formwork block 10 for the floor slab is assembled between the formwork blocks l for the general part, The slab reinforcement 13m of the floor slab 13 is inserted into the opening 11, and the floor slab 13 is fixed with concrete cast and filled into the form block.
尚、１４は床スラブ用仮枠、１５はナツト１２に取付け
られた誤差修正用及び仮枠支持用のタイビームである。Note that 14 is a temporary frame for the floor slab, and 15 is a tie beam attached to the nut 12 for correcting errors and supporting the temporary frame.
第８図に示す型枠ブロック２０は、第１３図に示す型枠
ブ四ツク壁の端部用、すなわち家屋構築の場合は開口部
用のものである。この型枠ブロック２０ば一方のａｌ祿
（図示のものでは右側縁）を端板部２１により閉塞した
点が一般部用型枠ブ四ツク１と異なる。The form block 20 shown in FIG. 8 is for the end of the wall of the form block shown in FIG. 13, that is, for an opening in the case of building a house. This formwork block 20 differs from the formwork block 1 for general sections in that one alcove (the right edge in the illustrated one) is closed by an end plate part 21.
第９図に示す型枠ブロック３０は、第１３図に示す型枠
ブロック壁のＬ型コーナ用であゆ、小型のし型板状部３
１と大型のし型板状部３２とを柱状部３３で連結し、柱
状部３３に縦筋部材５とＬ型に曲げた横筋部材４とを付
設して構成されている。尚、板状部３１゜３２の周縁に
は一般部用型枠ブロック１に対応して出張方向の段部３
１ａ、３２ｍと引込方向の段部３１ｂ、３２ｂが設けら
れている。The formwork block 30 shown in FIG. 9 is designed for the L-shaped corner of the formwork block wall shown in FIG.
1 and a large-sized diamond-shaped plate-like part 32 are connected by a columnar part 33, and a vertical reinforcement member 5 and a horizontal reinforcement member 4 bent into an L shape are attached to the columnar part 33. In addition, on the periphery of the plate-shaped parts 31 and 32, there is a stepped part 3 in the projecting direction corresponding to the formwork block 1 for the general part.
1a, 32m and step portions 31b, 32b in the retraction direction are provided.
第１０図に示す型枠ブロック４０は第１３図に示す型枠
ブロック壁のＴ型コーナ用であゆ、平型板状部４１と一
対のし型板状部４２とを柱状部４３で連結し、柱状部４
３に縦筋部材５とＴ型の横筋部材４４とを付設して構成
されている。この横筋部材４４のＬ型板状部４２で挾ま
れた部分は他の横筋部材との関係で環部４４ａ又は鉤部
４４ｂとなっており、第１３図に示す場合には鉤部４４
ｂとなっている。尚、板状部４１．４２の周縁には一般
部用型枠ブ四ツク１と同様に出張方向の段部４１ｍ、４
２ａ、引込方向の段部４１ｂ、４２ｂが設けられてお秒
、他にも係合凸部４１ｃ１係合凹部（図示せず）、把持
凹部４１ａが設けられている。The formwork block 40 shown in FIG. 10 is designed for the T-shaped corner of the formwork block wall shown in FIG. , columnar part 4
3, a vertical reinforcement member 5 and a T-shaped horizontal reinforcement member 44 are attached. The portion of this transverse strip member 44 held between the L-shaped plate portions 42 becomes a ring portion 44a or a hook portion 44b in relation to other transverse strip members, and in the case shown in FIG. 13, the hook portion 44
b. In addition, on the periphery of the plate-like parts 41 and 42, there are step parts 41m and 4 in the projecting direction, similar to the formwork block 1 for the general part.
2a, step portions 41b and 42b in the retraction direction are provided, and an engaging convex portion 41c1, an engaging recess (not shown), and a gripping recess 41a are also provided.
第１１図に示す型枠ブロック５０は、第１３図に示す型
枠ブロック壁の十字型コーナ用であり、４個のし型板状
部５１を柱状部５２で連結し、柱状部５２に縦筋部材５
と十字型の横筋部材５４とを付設して構成されている。The formwork block 50 shown in FIG. 11 is for the cross-shaped corner of the formwork block wall shown in FIG. Muscle member 5
and a cross-shaped transverse reinforcement member 54.
この横筋部材５４の４つの端部は他の横筋部材との関係
から第１３図に示すように２つが環部５４ｍに、２つが
鉤部５４ｂに構成されている。As shown in FIG. 13, two of the four ends of the transverse reinforcement member 54 are configured as ring portions 54m and two end portions are configured as hook portions 54b, as shown in FIG. 13.
上記構成の各型枠ブロック１，１０，２０゜３０．４０
，５０は、第５図、第６図、第１２図及び第１３図に示
すように、板状部を接合させて組積し、との組積時に横
筋部材と縦筋部材とをそれぞれ連結するだけで、縦横に
配筋された型枠ブｑツク壁を組積する乙とができる。こ
のように単純な作業にて配筋及び組積を達成できること
から、作業員に代って第１４図に示すようなドライバを
有したロボ。Each formwork block of the above configuration 1, 10, 20° 30.40
, 50, as shown in FIG. 5, FIG. 6, FIG. 12, and FIG. Just by doing this, you can build a formwork block wall with vertical and horizontal reinforcement. Since reinforcement and masonry can be accomplished with such simple work, a robot equipped with a driver as shown in FIG. 14 replaces the worker.
トロ０によりこの作業を行うことができる。This work can be done with Toro 0.
すなわち、パレッタイザ−６１にて供給される型枠ブロ
ックをロボット６０にて横筋部材を連結させつつ順次組
積し、この際にドライバにて縦筋部材を回転させて連結
させることにより自動的に配筋を施した型枠ブロック壁
を組積する。そして、このように組積された型枠ブロッ
ク壁内にコンクリートを打設充填すると、強固な壁体を
構築することができる。That is, the formwork blocks supplied by the palletizer 61 are sequentially stacked by the robot 60 while connecting the horizontal reinforcement members, and at this time, the vertical reinforcement members are rotated and connected using a driver to automatically arrange the blocks. Masonry the reinforced form block wall. Then, by pouring and filling concrete into the walls of the formwork blocks constructed in this manner, a strong wall body can be constructed.
尚、ロボットによって操作するに適した縦筋部材として
第１５図に示すようなものも考えられる。すなわち、こ
の縦筋部材２５は軸部２５ｍの上端に爪部２５ｂを固着
し、軸部２５ｍの下端に切欠２５ｃを有した受は部２５
ｄを螺着すると共に仮溶接したものである。従って、他
の縦筋部材２５′の爪部２５ｂ′を受け部２５ｄ内に納
め、軸部２５ａを９０度種口転させることにより爪部２
５ｂ′を切欠２５ａに係合きせて縦筋部材２５，２５’
を連結することができ、更に回転力を加えて仮溶接部を
破断して軸部２５ｍを回転させることによりこれら縦筋
部材２５，２５’間に所望の張力を付与することが１き
る。Incidentally, as a vertical reinforcement member suitable for being operated by a robot, the one shown in FIG. 15 can also be considered. That is, this vertical reinforcement member 25 has a claw part 25b fixed to the upper end of the shaft part 25m, and a receiver having a notch 25c at the lower end of the shaft part 25m.
d is screwed on and temporarily welded. Therefore, by placing the claw part 25b' of the other vertical strip member 25' in the receiving part 25d and turning the shaft part 25a 90 degrees, the claw part 25b'
5b' is engaged with the notch 25a, and the vertical reinforcement members 25, 25'
A desired tension can be applied between these vertical reinforcement members 25, 25' by further applying a rotational force to break the temporary welded portion and rotating the shaft portion 25m.
第１６図〜第２１図は本発明の第２の実施例に係る図面
である。16 to 21 are drawings according to a second embodiment of the present invention.
まず、本実施例の組積方法に用いる型枠ブロックを一般
部用のものを代表して説明する。First, the formwork blocks used in the masonry method of this embodiment will be explained by representing the formwork blocks for general parts.
第１６図〜第１９図に示すように、この型枠ブロック７
１は、一対の板状部７２とこれらを連結する一対の柱状
部７３とから成るコンクリート製のブロックに横筋部材
７４と縦筋部材７５とを直交させて付設して構成されて
いる。As shown in FIGS. 16 to 19, this formwork block 7
1 is constructed by attaching horizontal reinforcement members 74 and vertical reinforcement members 75 orthogonally to a concrete block consisting of a pair of plate-shaped parts 72 and a pair of columnar parts 73 that connect them.
横筋部材７４は両方の柱状部７３を貫通して配設されて
おす、縦筋部材７５は柱状部７３間で横筋部材７４にｍ
接されている。横筋部材７４の左端と縦筋部材７５の上
端とは筋材の板厚分の高さを有した段部７４ｍ、７５ａ
に形成されている。The horizontal reinforcement member 74 is disposed so as to pass through both the columnar parts 73, and the vertical reinforcement member 75 is disposed between the columnar parts 73 and the horizontal reinforcement member 74 by m.
being touched. The left end of the horizontal reinforcement member 74 and the upper end of the vertical reinforcement member 75 are stepped portions 74m and 75a having a height equal to the thickness of the reinforcement material.
is formed.
従って、第１７図〜第１９図に示すように型枠ブ彎ツク
７１を組積すると、横筋部材７４及び縦筋部材７５は他
のブロックの横筋部材及び縦筋部材とそれぞれ段部７４
ａ、７５ａによって重なゆ合う。従って、これら重合部
７４Ａ、７５Ａで横筋部材７４同士及び縦筋部材７５同
士を溶接すると、組積された型枠ブロック壁に縦横に連
続した配筋を施すことができる。Therefore, when the formwork block 71 is laid as shown in FIGS. 17 to 19, the horizontal reinforcement members 74 and the vertical reinforcement members 75 are connected to the horizontal reinforcement members and vertical reinforcement members of other blocks at the step portions 74, respectively.
a and 75a overlap each other. Therefore, by welding the horizontal reinforcing members 74 and the vertical reinforcing members 75 to each other at these overlapping portions 74A and 75A, it is possible to provide continuous reinforcing bars vertically and horizontally on the stacked form block wall.
上記のように単純な作業にて配筋及び組積を達成できる
ことから、作業員に代って第２０図及び第２１図に示す
ような溶接機能を有したロボット７７によりこの作業を
行うことができる。すなわち、ロボット７７に設けたパ
ッド７７ｍを板状部７２の内側面に押し当てて型枠ブロ
ック７１を把持し、この型枠ブロック７１を搬送して順
次組積する。そして、型枠ブロック７１を組積する毎に
、重合部７４Ａ、７５Ａをロボット７７に設けた溶接チ
ップ７７ｂで挾み、これら重合部７４Ａ。Since reinforcing and masonry can be accomplished through simple operations as described above, it is possible to perform this task by a robot 77 with a welding function as shown in FIGS. 20 and 21 instead of a worker. can. That is, the pad 77m provided on the robot 77 is pressed against the inner surface of the plate-shaped portion 72 to grip the form block 71, and the form block 71 is transported and sequentially laid. Then, each time the form block 71 is laid, the overlapping parts 74A and 75A are sandwiched between welding tips 77b provided on the robot 77, and the overlapping parts 74A are separated.
７５Ａをそれぞれ溶接して配筋を施す。Weld each 75A and provide reinforcement.
第２２図は本発明の第３の実施例に係る図面である。FIG. 22 is a drawing according to a third embodiment of the present invention.
本実施例の組積方法に用いる型枠ブロック８１を一般部
用のものを代表して説明すると、一対の板状部８２とこ
れらを連結する柱状部８３とから成るコンクリート製の
ブロックに横筋部材８４を縦筋部材８５とを直交させて
付設しである点は前述の実施例と基本的に同一な構成で
あるが、横筋部材８４に特徴がある。すなわち、柱状部
８３を貫通して設けられた横筋部材８４の両端は共に上
方へ直角に折曲げられており、型枠ブロック８１を組積
すると、横筋部材８４の先端は他のブロックの横筋部材
の先端と上方へ向いて接近並列する。従って、接近並列
した画先端部を環状連結部材８６により連結すると、組
積された型枠ブロック壁に連続しな横筋を配設すること
ができる。尚、縦筋部材８５は前述した縦筋部材５と同
一であり、前記と同様にして連続した縦筋を配設するこ
とができる。The formwork block 81 used in the masonry method of this embodiment will be described as one for general use.A concrete block consisting of a pair of plate-like parts 82 and a columnar part 83 connecting these parts is made of a horizontal reinforcement member. The configuration is basically the same as that of the previous embodiment in that the vertical reinforcement member 84 is attached perpendicularly to the vertical reinforcement member 85, but the horizontal reinforcement member 84 is unique. That is, both ends of the transverse reinforcement member 84 provided through the columnar part 83 are bent upward at right angles, and when the formwork block 81 is laid, the tip of the transverse reinforcement member 84 will touch the transverse reinforcement member of another block. parallel to the tip facing upwards. Therefore, by connecting the leading edges of the images that are arranged in close proximity to each other by the annular connecting member 86, it is possible to provide continuous horizontal stripes on the wall of the stacked form blocks. The vertical reinforcement member 85 is the same as the vertical reinforcement member 5 described above, and continuous vertical reinforcement can be provided in the same manner as described above.
本実施例も上記のような単純な作業にて配筋及び組積を
達成できることから、作業員に代ってロボットによりこ
の作業を行う乙とができる。また、本実施例の横筋部材
８４は左右対称であるので、型枠ブロック８１の設置向
きが自由！ある。In this embodiment as well, the reinforcement arrangement and masonry can be accomplished through the simple work described above, so it is possible to use a robot to perform this work in place of a worker. Moreover, since the horizontal reinforcement member 84 of this embodiment is symmetrical, the installation direction of the formwork block 81 is free! be.
第２３図は型枠ブロックの他の態様を示す図面である。FIG. 23 is a drawing showing another aspect of the formwork block.
この型枠ブロック９１は、既存のコンクリート型枠ブロ
ックを本発明を適用するために改造したものである。す
なわち、既存の型枠ブロック９２の柱状部９３に孔９３
ａを穿設し、横筋部材９４に取付けたビン９６を孔９３
ａに嵌着して該横筋部材９４を型枠ブロック９２に取付
けている。横筋部材９４は前述した横筋部材４と同様に
環部９４ａと鉤部９４ｂとを有したものであるが、その
中央部には環状部９４ｃが設けられている。縦筋部材９
５は前述した縦筋部材２５と同様なものであり、乙の縦
筋部材９５は環状部９４ｃに挿着される。This formwork block 91 is an existing concrete formwork block modified to apply the present invention. That is, holes 93 are formed in the columnar parts 93 of the existing formwork block 92.
A is drilled and the bottle 96 attached to the transverse reinforcement member 94 is inserted into the hole 93.
The transverse reinforcement member 94 is attached to the form block 92 by fitting into the frame block a. The transverse strip member 94 has an annular portion 94a and a hook portion 94b like the transverse strip member 4 described above, but an annular portion 94c is provided in the center thereof. Vertical reinforcement member 9
5 is similar to the above-mentioned vertical reinforcement member 25, and the vertical reinforcement member 95 B is inserted into the annular portion 94c.
本発明は上記した各実施例に限定されるものでは種々な
変更を加え得るものである。例えば、実施例で示しな縦
筋部材及び横筋部材の上下端及び左右端の構成はそれぞ
れ逆に設定しても良く、また、縦筋部材を横筋部材とし
て用いたり或いは横筋部材を縦筋部材として用いても良
い。そして、これら縦筋部材や横筋部初更には型枠ブロ
ックは公知の種々な材質に設定することができ、また、
縦筋部材や横筋部材を互いに連結させる手段は上記の螺
合等の他に種々公知のものを用いることができる。また
、本発明は自動化のためにロボット等の自動化機械によ
り実施するが、勿論作業員による人手作業で実施しても
良い。The present invention is not limited to the embodiments described above, but may be modified in various ways. For example, the configurations of the upper and lower ends and left and right ends of the vertical reinforcement member and the horizontal reinforcement member not shown in the embodiments may be set in reverse, and the vertical reinforcement member may be used as the horizontal reinforcement member, or the horizontal reinforcement member may be used as the vertical reinforcement member. May be used. These vertical reinforcement members, horizontal reinforcement parts, and formwork blocks can be made of various known materials, and
As the means for connecting the longitudinal reinforcement members and the horizontal reinforcement members to each other, various known means can be used in addition to the above-mentioned screw connection. Further, although the present invention is implemented by an automated machine such as a robot for automation, it may of course be implemented manually by a worker.
〈発明の効果〉
本発明によれば、型枠ブロック壁の組積及び配筋作業を
極めて単純化することができる。<Effects of the Invention> According to the present invention, masonry and reinforcing work for formwork block walls can be extremely simplified.
このため、自動化機械を用いて作業を自動化することが
でき、作業の熟練度によるばらつきを廃止して、施工の
短期間化及びコストの低減を達成することができる。Therefore, it is possible to automate the work using an automated machine, eliminate variations depending on the skill level of the work, and shorten the construction period and reduce costs.
第１図〜第１５図は本発明の第１の実施例に係９、第１
図は型枠ブロックの平面図、第２図はその正面図、第３
図はその右側面図、第４図はその分解斜視図、第５図は
型枠ブロック壁の断面正面図、第６図のその断面側面図
、第７図〜第１１図それぞれ役物ブロックの斜視図、第
１２図は型枠ブロック壁の断面側面図、第１３図は型枠
ブロック壁の平面図、第１４図は型枠ブロック組積作業
の説明図、第１５図は縦筋部材の他の態様を表す一部破
断斜視図、第１６図〜第２１図は本発明の第２の実施例
に係り、第１６図は型枠ブロックの斜視図、第１７図は
型枠ブロック壁の平面図、第１８図はその断面正面図、
第１９図はその断面側面図、第２０図は型枠ブロックの
搬送状態を表す斜視図、第２１図は筋材溶接作業を表す
断面図、第２２図は本発明の第３の実施例に係る型枠ブ
ロック壁の透視斜視図、第２３図は型枠ブロックの他の
態様を表す分解斜視図である。
図 面 中、
１、１０．２０．３０．４０．５０．７１．８１．９１
は型枠ブロック
５、２５．７５．８５．９５は縦筋部材４、４４．５４
．７４．８４．９４は横筋部材である。
第１図
第２図
ａ1 to 15 relate to the first embodiment of the present invention.
The figure is a plan view of the formwork block, the second figure is its front view, and the third figure is a plan view of the formwork block.
The figure is a right side view, FIG. 4 is an exploded perspective view, FIG. 5 is a sectional front view of the formwork block wall, FIG. 6 is a sectional side view, and FIGS. Fig. 12 is a cross-sectional side view of the formwork block wall, Fig. 13 is a plan view of the formwork block wall, Fig. 14 is an explanatory diagram of formwork block masonry work, and Fig. 15 is a cross-sectional side view of the formwork block wall. Partially cutaway perspective views showing other aspects, FIGS. 16 to 21 relate to the second embodiment of the present invention, FIG. 16 is a perspective view of a formwork block, and FIG. 17 is a perspective view of a formwork block wall. A plan view, FIG. 18 is a cross-sectional front view,
Fig. 19 is a cross-sectional side view thereof, Fig. 20 is a perspective view showing the conveyance state of the form block, Fig. 21 is a sectional view showing reinforcement welding work, and Fig. 22 is a third embodiment of the present invention. FIG. 23 is an exploded perspective view showing another aspect of the form block. In the drawing, 1, 10.20.30.40.50.71.81.91
is formwork block 5, 25.75.85.95 is vertical reinforcement member 4, 44.54
．． 74.84.94 is a transverse reinforcement member. Figure 1 Figure 2 a
Claims (1)
枠ブロックを組積する方法であって、型枠ブロックを順
次組積する時に、縦筋部材と横筋部材とを既に組積され
ている他の型枠ブロックの縦筋部材と横筋部材とにそれ
ぞれ連結させ、組積された型枠ブロック壁に縦横に配筋
を施すことを特徴とする型枠ブロックの組積方法。A method for masonry of formwork blocks having vertical reinforcement members in the vertical direction and horizontal reinforcement members in the horizontal direction, wherein the vertical reinforcement members and the horizontal reinforcement members are already assembled when the formwork blocks are sequentially laid. A method for masonry of formwork blocks, which comprises connecting vertical reinforcement members and horizontal reinforcement members of other stacked formwork blocks, respectively, and arranging reinforcement vertically and horizontally on the walls of the stacked formwork blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63193532A JPH0243441A (en) | 1988-08-04 | 1988-08-04 | Masonry of fill-up block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63193532A JPH0243441A (en) | 1988-08-04 | 1988-08-04 | Masonry of fill-up block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0243441A true JPH0243441A (en) | 1990-02-14 |
Family
ID=16309641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63193532A Pending JPH0243441A (en) | 1988-08-04 | 1988-08-04 | Masonry of fill-up block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0243441A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009127419A (en) * | 2007-11-27 | 2009-06-11 | Jeil Technos Co Ltd | Wall form unit and wall form structure |
| US20130036700A1 (en) * | 2011-08-09 | 2013-02-14 | Tie-Cast Systems, Inc. | Masonry reinforcement system |
-
1988
- 1988-08-04 JP JP63193532A patent/JPH0243441A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009127419A (en) * | 2007-11-27 | 2009-06-11 | Jeil Technos Co Ltd | Wall form unit and wall form structure |
| US20130036700A1 (en) * | 2011-08-09 | 2013-02-14 | Tie-Cast Systems, Inc. | Masonry reinforcement system |
| US8667750B2 (en) * | 2011-08-09 | 2014-03-11 | Tie-Cast Systems, Inc. | Masonry reinforcement system |
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