JP3150525U - Reinforcing bar spacer - Google Patents

Reinforcing bar spacer Download PDF

Info

Publication number
JP3150525U
JP3150525U JP2009001192U JP2009001192U JP3150525U JP 3150525 U JP3150525 U JP 3150525U JP 2009001192 U JP2009001192 U JP 2009001192U JP 2009001192 U JP2009001192 U JP 2009001192U JP 3150525 U JP3150525 U JP 3150525U
Authority
JP
Japan
Prior art keywords
reinforcing bar
spacer
recess
support bar
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 - Fee Related
Application number
JP2009001192U
Other languages
Japanese (ja)
Inventor
修治 梅原
修治 梅原
Original Assignee
修治 梅原
修治 梅原
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 修治 梅原, 修治 梅原 filed Critical 修治 梅原
Priority to JP2009001192U priority Critical patent/JP3150525U/en
Application granted granted Critical
Publication of JP3150525U publication Critical patent/JP3150525U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

【課題】 1体で様々なかぶりに適用できる鉄筋工事用スペーサーを提供する。【解決手段】 型枠7に当接するためのブロック2と、ブロック2の当接側とは反対面に突設した支持棒3と、支持棒3が挿入できる幅の二股状で上面にボルト穴4aが開口され両脚片に横向きの鉄筋6を支持棒3と直交方向に配置できる凹所4b及び小凹所4cが形成された受け具4と、受け具4のボルト穴4aに螺合して鉄筋6を支持棒3とともに凹所4b又は小凹所4cに圧接して固定する固定ボルト5とで構成する。ブロック2の先端を型枠7に当てて支持棒3を鉄筋6の上面に配置し、受け具4を支持棒3の上方から跨ぐように挿入して凹所4b又は小凹所4cに鉄筋6を配置し、固定ボルト5を受け具4のボルト穴4aに螺合して鉄筋6を支持棒3とともに凹所4b又は小凹所4cに圧接して固定する。【選択図】 図1PROBLEM TO BE SOLVED: To provide a reinforcing bar construction spacer which can be applied to various covers by one body. SOLUTION: A block 2 for abutting against a formwork 7, a support bar 3 projecting on the surface opposite to the abutment side of the block 2, and a bifurcated shape with a width into which the support bar 3 can be inserted and a bolt hole on the upper surface 4a is opened and the leg 4 is formed with a recess 4b and a small recess 4c in which a horizontal reinforcing bar 6 can be arranged in a direction orthogonal to the support bar 3, and a bolt hole 4a of the receiver 4 is screwed. The reinforcing bar 6 is constituted by a fixing bolt 5 which is pressed against and fixed to the recess 4b or the small recess 4c together with the support bar 3. The support bar 3 is placed on the upper surface of the reinforcing bar 6 with the tip of the block 2 placed on the formwork 7, and the support 4 is inserted so as to straddle the support bar 3 from above, and the reinforcing bar 6 is inserted into the recess 4b or small recess 4c. The fixing bolt 5 is screwed into the bolt hole 4a of the receiving tool 4, and the reinforcing bar 6 is pressed into the recess 4b or the small recess 4c together with the support bar 3 and fixed. [Selection] Figure 1

Description

本考案は、鉄筋工事において、型枠と鉄筋との間の間隔(以下「かぶり」という)を一定に保持するスペーサーに関する。   The present invention relates to a spacer for maintaining a constant distance (hereinafter referred to as “cover”) between a formwork and a reinforcing bar in reinforcing bar construction.

従来の鉄筋工事用スペーサーが特許文献1〜3に開示されている。特許文献1の技術は、型枠に当接するためのブロックと、ブロックの当接側とは反対面に突設した支持棒と、支持棒の側端に固着したJ型アームと、J型アームの先端に固着したナットと、ナットに螺合するボルトとで構成したことを特徴とし、横向きの鉄筋と型枠との間にブロックを挿入してJ型アームを横向きの鉄筋に掛合し、その鉄筋をボルトで固定することで、かぶりを一定に保持できるようにしたものである。   Conventional reinforcing bar spacers are disclosed in Patent Documents 1 to 3. The technology of Patent Document 1 includes a block for contacting a mold, a support bar protruding from the surface opposite to the contact side of the block, a J-type arm fixed to a side end of the support bar, and a J-type arm It is composed of a nut fixed to the tip of the screw and a bolt that is screwed into the nut. A block is inserted between the horizontal reinforcing bar and the formwork, and the J-shaped arm is engaged with the horizontal reinforcing bar. By fixing the reinforcing bars with bolts, the cover can be kept constant.

特許文献2の技術は、型枠に当接するためのブロックと、ブロックの当接側とは反対面に突設して下方へ折曲したフック部を有する支持棒と、支持棒の下端を直角に折曲した係止部とで構成したことを特徴とし、横向きの鉄筋と型枠との間にブロックを上方から挿入して支持棒のフック部を横向きの鉄筋に嵌合し、支持棒の係止部を縦向きの鉄筋に係止することで、かぶりを一定に且つ強固に保持できるようにしたものである。   The technology of Patent Document 2 is that a block for contacting a mold, a support bar having a hook portion protruding from the surface opposite to the contact side of the block and bent downward, and a lower end of the support bar at a right angle It is characterized in that it is composed of a latching portion bent in the direction, and a block is inserted between the horizontal rebar and the formwork from above, and the hook portion of the support bar is fitted to the horizontal rebar, By locking the locking portion to the vertical reinforcing bar, the cover can be held constant and firmly.

特許文献3の技術は、型枠に当接するためのブロックと、ブロックの当接側とは反対面から上下に突設した折り曲げ可能な鉄線と、鉄線の下端を直角に折曲した係止部とで構成したことを特徴とし、横向きの鉄筋と型枠との間にブロックを上方から挿入し、上側の鉄線を折り曲げて横向きの鉄筋に巻き付け、下側の鉄線の係止部を折り曲げて縦向きの鉄筋に巻き付けることで、かぶりを一定に且つ強固に保持できるようにしたものである。   The technology of Patent Document 3 includes a block for coming into contact with a mold, a bendable iron wire protruding up and down from a surface opposite to the contact side of the block, and a locking portion where the lower end of the iron wire is bent at a right angle The block is inserted between the horizontal reinforcing bar and the formwork from above, the upper iron wire is bent and wound around the horizontal reinforcing bar, and the lower iron wire locking part is bent and vertically By covering the rebar in the direction, the cover can be held constant and firmly.

ところで、前記技術の鉄筋工事用スペーサーは、いずれもかぶりが一種類に固定されるものであるから、かぶりが異なる箇所に使用する場合は、そのかぶりに応じた寸法のスペーサーを個別に準備する必要があり、コストがかかる問題があった。   By the way, since all of the above-mentioned spacers for rebar construction are fixed to one type of cover, it is necessary to prepare a spacer with a dimension corresponding to the cover when using it in a place where the cover is different. There was a problem of cost.

特開2004−137869号公報JP 2004-137869 A 特開2004−270431号公報JP 2004-270431 A 特開2006−2510号公報JP 2006-2510 A

本考案が解決しようとする課題は、従来のこれらの問題点を解消し、1体で様々なかぶりに適用できる鉄筋工事用スペーサーを提供することにある。   The problem to be solved by the present invention is to solve these conventional problems and provide a spacer for rebar construction that can be applied to various covers by one body.

かかる課題を解決した本考案の構成は、
1) 鉄筋工事において型枠と鉄筋との間の間隔を一定に保持する鉄筋工事用スペーサーであって、型枠に当接するためのブロックと、ブロックの当接側とは反対面に突設した支持棒と、支持棒が挿入できる幅の二股状で上面にボルト穴が開口され両脚片に横向きの鉄筋を支持棒と直交方向に配置できる凹所が形成された受け具と、受け具のボルト穴に螺合して鉄筋を支持棒とともに凹所に圧接して固定する固定ボルトとで構成したことを特徴とする、鉄筋工事用スペーサー
2) 支持棒が、その長手辺に鉄筋と型枠との間の間隔を計る目盛りを形成したものである、前記1)記載の鉄筋工事用スペーサー
3) 支持棒が平板状で、その途中に開口を部分的に形成したものである、前記1)又は2)記載の鉄筋工事用スペーサー
4) 受け具が、凹所の底部に別の小径の鉄筋を配置できる小凹所が形成されたものである、前記1)〜3)いずれか記載の鉄筋工事用スペーサー
5) ブロックがコンクート製又はモルタル製である、前記1)〜4)いずれか記載の鉄筋工事用スペーサー
にある。
The configuration of the present invention that solves this problem is as follows.
1) Reinforcing bar construction spacer that keeps the space between the formwork and the rebars constant in rebar construction, protruding from the opposite side of the block to contact the formwork and the contact side of the block A support bar, a fork with a width that allows the support bar to be inserted, a bolt hole in the upper surface, and a recess in which a horizontal reinforcing bar can be arranged in the direction perpendicular to the support bar on both leg pieces, and the bolt of the support Reinforcing bar spacer 2) It is composed of a fixing bolt that is screwed into the hole and fixed to the recess together with the supporting bar. The supporting bar has a reinforcing bar and a formwork on its long side. The reinforcing bar spacer 3) described in 1) above, wherein the support rod is a flat plate, and the opening is partially formed in the middle thereof 1) or 2) Reinforcing bar construction spacer 4) Receptor is concave Reinforcing bar construction spacer 5) described in any one of 1) to 3) above, wherein the block is made of concrete or mortar. It exists in the spacer for rebar construction in any one of 1) -4).

本考案では、ブロックの先端を型枠に当てて支持棒を鉄筋の上面に配置し、受け具を支持棒の上方から跨ぐように挿入して受け具の凹所に鉄筋を配置し、受け具を支持棒に沿ってスライドさせてかぶりを正確に調節し、その後固定ボルトを受け具のボルト穴に螺合して鉄筋を支持棒とともに凹所に圧接して固定する。このように、取り付ける前の状態では、鉄筋の固定位置が変更できる構造となっているから、かぶりが異なる場合は受け具を支持棒に沿ってスライドさせることで鉄筋を任意の位置で固定でき、1体で様々なかぶりに対応できるようになる。   In the present invention, the support bar is placed on the upper surface of the reinforcing bar with the tip of the block placed on the formwork, the receiving bar is inserted from above the supporting bar, and the reinforcing bar is placed in the recess of the receiving bar. The cover is slid along the support bar to accurately adjust the cover, and then the fixing bolt is screwed into the bolt hole of the receiving tool and the rebar is pressed into the recess together with the support bar and fixed. Thus, in the state before mounting, it has a structure that can change the fixing position of the reinforcing bar, so if the cover is different, you can fix the reinforcing bar at any position by sliding the receiving tool along the support bar, A single body can handle various types of fog.

実施例の鉄筋工事用スペーサーの斜視図である。It is a perspective view of the spacer for reinforcing bar construction of an example. 実施例の鉄筋工事用スペーサーの取り付け順を示す説明図である。It is explanatory drawing which shows the attachment order of the spacer for reinforcing bar construction of an Example. 実施例の他の例の鉄筋工事用スペーサーの斜視図である。It is a perspective view of the spacer for reinforcing bar construction of other examples of an example.

本考案では、前記2)記載の構成を具備すると、取り付け時に定規等を用意することなくかぶりを容易に調節できる。前記3)記載の構成を具備すると、コンクリートの打設時にコンクリートが支持棒の開口を流通し、凝固後にコンクリートと支持棒を強固に一体化できる。支持棒としては平板状のものや鉄筋等が用いられる。前記4)記載の構成を具備すると、1体で異なる外径の鉄筋を配置できる。前記5)記載の構成を具備すると、コンクリートの打設後に鉄筋を防錆できる。   In the present invention, when the configuration described in 2) is provided, the fog can be easily adjusted without preparing a ruler or the like at the time of attachment. If it comprises the structure of said 3), concrete will distribute | circulate the opening of a support bar at the time of concrete placement, and a concrete and a support bar can be firmly integrated after solidification. As the support rod, a flat plate or a reinforcing bar is used. If the structure of said 4) is comprised, the reinforcing bar of a different outer diameter can be arrange | positioned by one body. If it comprises the structure of said 5), a reinforcing bar can be rusted after concrete placement.

以下、本考案の実施例を図面に基づいて具体的に説明する。図1は実施例の鉄筋工事用スペーサーの斜視図、図2は実施例の鉄筋工事用スペーサーの取り付け順を示す説明図、図3は実施例の他の例の鉄筋工事用スペーサーの斜視図である。図中、1は鉄筋工事用スペーサー、2はブロック、2aは当接面、3は支持棒、3aは目盛り、3bは開口、4は受け具、4aはボルト穴、4bは凹所、4cは小凹所、5は固定ボルト、6は鉄筋、7は型枠である。   Embodiments of the present invention will be specifically described below with reference to the drawings. FIG. 1 is a perspective view of a reinforcing bar construction spacer according to the embodiment, FIG. 2 is an explanatory view showing the mounting order of the reinforcing bar spacer according to the embodiment, and FIG. 3 is a perspective view of a reinforcing bar spacer of another example of the embodiment. is there. In the figure, 1 is a spacer for rebar construction, 2 is a block, 2a is a contact surface, 3 is a support bar, 3a is a scale, 3b is an opening, 4 is a receiver, 4a is a bolt hole, 4b is a recess, 4c is A small recess 5 is a fixing bolt, 6 is a reinforcing bar, and 7 is a formwork.

本実施例の鉄筋工事用スペーサー1を図1に示す。ブロック2は三角形状のコンクリート製で、先端に円弧状の当接面2aが形成されている。寸法は長さ120mm、幅90mm、厚さ50mmである。支持棒3は金属製で、長手辺に目盛り3aが形成され、途中に開口3bが部分的に形成されている。目盛り3aはブロック2の先端を基準にして10mm間隔に形成されている。寸法は長さ250mm、幅24mm、厚さ7mmで、ブロック2の成形時に一体的に突設されている。   FIG. 1 shows a reinforcing bar construction spacer 1 of this embodiment. The block 2 is made of triangular concrete, and has an arcuate contact surface 2a at the tip. The dimensions are 120 mm in length, 90 mm in width, and 50 mm in thickness. The support bar 3 is made of metal, and a scale 3a is formed on the longitudinal side, and an opening 3b is partially formed in the middle. The scale 3a is formed at an interval of 10 mm with the tip of the block 2 as a reference. The dimensions are 250 mm in length, 24 mm in width, and 7 mm in thickness, and are projected integrally when the block 2 is molded.

受け具4は支持棒3が挿入できる幅の二股状の金属製で、上面に固定ボルト5を螺合するためのボルト穴4aが開口され、両脚片はフック状に切り欠いて横向きの鉄筋6を側方から挿入して配置するための凹所4bが形成され、更にその凹所4bの底部に小径の鉄筋6を配置するための小凹所4cが形成されている。寸法は長さ45mm、高さ70mm、幅35mmである。   The support 4 is made of a bifurcated metal with a width into which the support bar 3 can be inserted. A bolt hole 4a for screwing the fixing bolt 5 is opened on the upper surface, and both leg pieces are cut out in a hook shape to form a horizontal rebar 6. Is formed from the side, and a small recess 4c is formed at the bottom of the recess 4b for placing the small-diameter reinforcing bar 6. The dimensions are 45 mm in length, 70 mm in height, and 35 mm in width.

本実施例の鉄筋工事用スペーサー1の取り付け順を図2に基づいて説明する。
1)型枠7を構築して鉄筋6を縦横に配筋する。
2)ブロック2の当接面2aを型枠7に当て、支持棒3を鉄筋6の上面に配置する(図2(a)参照)。
3)ボルト5を外した状態(又は緩めた状態)の受け具4を支持棒3の上方から跨ぐように挿入し、その受け具4の凹所4b又は小凹所4cに鉄筋6を側方から挿入して配置する(図2(b)参照)。この例では小凹所4cに鉄筋6を配置している。
4)かぶりを支持棒3の目盛り3aで確認し、規定値からずれている場合は受け具4を支持棒3に沿ってスライドさせて調節する。
5)固定ボルト5を受け具4のボルト穴4aに螺合し、鉄筋6を支持棒3とともに小凹所4cに圧接して固定する(図2(c)参照)。
6)コンクートを打設する。
The mounting order of the reinforcing bar spacer 1 of this embodiment will be described with reference to FIG.
1) The mold 7 is constructed and the reinforcing bars 6 are arranged vertically and horizontally.
2) The contact surface 2a of the block 2 is brought into contact with the mold frame 7, and the support bar 3 is disposed on the upper surface of the reinforcing bar 6 (see FIG. 2A).
3) Insert the receiving tool 4 with the bolt 5 removed (or loosened) from above the support bar 3, and insert the reinforcing bars 6 into the recesses 4 b or small recesses 4 c of the receiving tool 4 sideways. (See FIG. 2B). In this example, the reinforcing bars 6 are arranged in the small recesses 4c.
4) Check the fogging on the scale 3 a of the support bar 3, and if it is deviated from the specified value, slide the receiving tool 4 along the support bar 3 to adjust.
5) The fixing bolt 5 is screwed into the bolt hole 4a of the receiving tool 4, and the reinforcing bar 6 is pressed and fixed to the small recess 4c together with the support bar 3 (see FIG. 2C).
6) Place a concrete.

このように、取り付ける前の状態では、鉄筋6の固定位置が変更できる構造となっているから、かぶりが異なる場合は受け具4を支持棒3に沿ってスライドさせることで鉄筋6を任意の位置で固定できる。したがって、1体で様々なかぶりに対応でき、鉄筋工事のコストを低減できる。   Thus, since it has a structure in which the fixing position of the reinforcing bar 6 can be changed in the state before the attachment, if the cover is different, the reinforcing bar 6 can be moved to an arbitrary position by sliding the support 4 along the support bar 3. It can be fixed with. Therefore, one body can cope with various cover, and the cost of the reinforcing bar construction can be reduced.

図3に示すのは、実施例の鉄筋工事用スペーサー1の他の例である。この例は、支持棒3が小径の鉄筋で構成され、その表面にブロック2の先端を基準にした目盛り3aが10mm間隔に形成されている。この例の鉄筋工事用スペーサー1は、実施例と比較して低コストで製作できる。その他、符号、構成、取り付け方法、作用効果は実施例と同じである。   FIG. 3 shows another example of the reinforcing bar spacer 1 of the embodiment. In this example, the support bar 3 is composed of a small-diameter rebar, and the scale 3a based on the tip of the block 2 is formed on the surface thereof at intervals of 10 mm. The reinforcing bar spacer 1 of this example can be manufactured at a low cost as compared with the example. In addition, a code | symbol, a structure, an attachment method, and an effect are the same as an Example.

本考案の技術は鉄筋工事に利用される。   The technology of the present invention is used for rebar construction.

1 鉄筋工事用スペーサー
2 ブロック
2a 当接面
3 支持棒
3a 目盛り
3b 開口
4 受け具
4a ボルト穴
4b 凹所
4c 小凹所
5 固定ボルト
6 鉄筋
7 型枠
DESCRIPTION OF SYMBOLS 1 Spacer for rebar construction 2 Block 2a Contact surface 3 Support rod 3a Scale 3b Opening 4 Receiving tool 4a Bolt hole 4b Recess 4c Small recess 5 Fixing bolt 6 Rebar 7 Formwork

Claims (5)

鉄筋工事において型枠と鉄筋との間の間隔を一定に保持する鉄筋工事用スペーサーであって、型枠に当接するためのブロックと、ブロックの当接側とは反対面に突設した支持棒と、支持棒が挿入できる幅の二股状で上面にボルト穴が開口され両脚片に横向きの鉄筋を支持棒と直交方向に配置できる凹所が形成された受け具と、受け具のボルト穴に螺合して鉄筋を支持棒とともに凹所に圧接して固定する固定ボルトとで構成したことを特徴とする、鉄筋工事用スペーサー。   Reinforcing bar construction spacer that keeps the space between the formwork and the rebars constant in rebar construction, and a support bar that protrudes on the opposite side of the block to the contact side of the block. And a receiving tool in which a bolt hole is opened on the upper surface with a width into which the support bar can be inserted, and a recess is formed in which both side leg bars can be arranged in a direction perpendicular to the support bar. Reinforcing bar construction spacer, characterized by comprising a fixing bolt that is screwed together to fix the reinforcing bar together with the support rod in pressure contact with the recess. 支持棒が、その長手辺に鉄筋と型枠との間の間隔を計る目盛りを形成したものである、請求項1記載の鉄筋工事用スペーサー。   The spacer for reinforcing bar construction according to claim 1, wherein the support bar is formed with a scale for measuring a distance between the reinforcing bar and the formwork on the longitudinal side thereof. 支持棒が平板状で、その途中に開口を部分的に形成したものである、請求項1又は2記載の鉄筋工事用スペーサー。   The spacer for reinforcing bar construction according to claim 1 or 2, wherein the support rod is flat and has an opening partially formed in the middle thereof. 受け具が、凹所の底部に別の小径の鉄筋を配置できる小凹所が形成されたものである、請求項1〜3いずれか記載の鉄筋工事用スペーサー。   The spacer for reinforcing bar construction according to any one of claims 1 to 3, wherein the receiving member is formed with a small recess capable of arranging another small-diameter reinforcing bar at the bottom of the recess. ブロックがコンクート製又はモルタル製である、請求項1〜4いずれか記載の鉄筋工事用スペーサー。   The spacer for reinforcing bar construction according to any one of claims 1 to 4, wherein the block is made of concrete or mortar.
JP2009001192U 2009-03-03 2009-03-03 Reinforcing bar spacer Expired - Fee Related JP3150525U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009001192U JP3150525U (en) 2009-03-03 2009-03-03 Reinforcing bar spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009001192U JP3150525U (en) 2009-03-03 2009-03-03 Reinforcing bar spacer

Publications (1)

Publication Number Publication Date
JP3150525U true JP3150525U (en) 2009-05-21

Family

ID=54855004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009001192U Expired - Fee Related JP3150525U (en) 2009-03-03 2009-03-03 Reinforcing bar spacer

Country Status (1)

Country Link
JP (1) JP3150525U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011196153A (en) * 2010-03-23 2011-10-06 Toa Harbor Works Co Ltd Method of placing concrete and spacer for placing concrete
JP2014234600A (en) * 2013-05-31 2014-12-15 鹿島建設株式会社 Spacer for reinforced concrete work
JP2019112815A (en) * 2017-12-22 2019-07-11 ショーボンド建設株式会社 Reinforcement tool and method of reinforcing reinforced concrete structure using the same
CN111424885A (en) * 2020-04-22 2020-07-17 中亿丰建设集团股份有限公司 Control method of reinforcing steel bar protection layer

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011196153A (en) * 2010-03-23 2011-10-06 Toa Harbor Works Co Ltd Method of placing concrete and spacer for placing concrete
JP2014234600A (en) * 2013-05-31 2014-12-15 鹿島建設株式会社 Spacer for reinforced concrete work
JP2019112815A (en) * 2017-12-22 2019-07-11 ショーボンド建設株式会社 Reinforcement tool and method of reinforcing reinforced concrete structure using the same
JP7077010B2 (en) 2017-12-22 2022-05-30 ショーボンド建設株式会社 Reinforced structure of reinforced concrete structure and reinforcement method of reinforced concrete structure
CN111424885A (en) * 2020-04-22 2020-07-17 中亿丰建设集团股份有限公司 Control method of reinforcing steel bar protection layer

Similar Documents

Publication Publication Date Title
JP3150525U (en) Reinforcing bar spacer
JP2006219895A (en) Spacer for reinforced concrete
JPWO2019064404A1 (en) Rebar spacer
JP3770877B2 (en) Reinforced concrete wall spacer
JP6243630B2 (en) Reinforced concrete construction spacer
JP5065750B2 (en) Anchor bolt holder
JP3904216B2 (en) Embedded body fixing bracket and concrete void slab method
KR200412766Y1 (en) Combination a mold
JP2007009579A (en) Spacer
JP2007308984A (en) Spacer for constructing reinforced concrete
JP4226195B2 (en) Concrete top edge spacer
JP2004251103A (en) Reinforcement spacer, and manufacturing method of concrete structure
JP5351576B2 (en) Spacer for floor slab
KR200408544Y1 (en) Combination a mold
JP3072817U (en) Concrete top spacer
JP3072586U (en) Concrete top spacer
JP5593091B2 (en) Hanger con for rebar construction
JPS637646Y2 (en)
JP2008045388A (en) Deck material installing structure
JPS6133794Y2 (en)
JP2006067716A (en) Hook device for cable
JP3866682B2 (en) Wall spacer for rebar construction
JP3121330U (en) Clip-type floor concrete level adjuster
JPH0584119U (en) Electric box temporary fixing device
JP3069440U (en) Formwork width bracket

Legal Events

Date Code Title Description
R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120422

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees