JP4520630B2 - Stepped seam forming block - Google Patents

Stepped seam forming block Download PDF

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Publication number
JP4520630B2
JP4520630B2 JP2000392308A JP2000392308A JP4520630B2 JP 4520630 B2 JP4520630 B2 JP 4520630B2 JP 2000392308 A JP2000392308 A JP 2000392308A JP 2000392308 A JP2000392308 A JP 2000392308A JP 4520630 B2 JP4520630 B2 JP 4520630B2
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Japan
Prior art keywords
forming plate
block
step forming
concrete
stepped
Prior art date
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Expired - Fee Related
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JP2000392308A
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Japanese (ja)
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JP2002194754A (en
Inventor
隆行 大月
修司 小野
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Landes Co Ltd
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Landes Co Ltd
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Priority to JP2000392308A priority Critical patent/JP4520630B2/en
Publication of JP2002194754A publication Critical patent/JP2002194754A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、特にブロック積擁壁を構築するのに用いると、擁壁強度や耐震性、耐久性等の強化が可能な段付き打継ぎ目形成ブロックに関する。
【0002】
【従来の技術】
もたれ式擁壁は擁壁の荷重を法面へ作用させて安定化させる構造である。従来、コンクリート打ちによるもたれ式擁壁が行われてきた。高さ方向にコンクリート打設と固化が繰り返されてもたれ式擁壁が形成される。この場合の擁壁の強度や耐震性、耐久性等に配慮して、建設省でも土木構造物標準設計を制定し、主型枠の間へ段付けのための型枠組みをして、図8に示すように、前面1と背面2間の打継ぎ目4に打設コンクリート6の段差5を付けるようになっている。なお、符号3は施工仕様によっては配置されない場合もあるが、配置される場合には1本或いは数本の鉄筋等の鋼材を示している。
【0003】
型枠組みが必要であったり、施工期間が長い等の理由から、最近では、型枠を必要とせず、施工期間が短いブロック積方式が採用されている(例えば、特開平08-218401号)。
【0004】
【発明が解決しようとする課題】
このブロック積方式の場合には、上下ブロック間をピン止めしたり、凹凸継手によってブロックのズレを防止するとか、背部に設けた配筋へブロックを係止する(例えば実公平01-041784号)程度で、ブロックのズレ等に対処するための技術はみられるものの、上下方向に連続した中込めコンクリートの打継ぎ目に耐震等に配慮して段差を付けるといったものはみられない。そこで本発明は、中込めコンクリートの打設に伴ない自然とコンクリート打継ぎ目に段差を付けることができるブロックの提供を検討した。
【0005】
【課題を解決するための手段】
上記課題を検討した結果、前壁と後壁とに複数のを架け渡して構成される擁壁を構築するブロックにおいて、前後に高低差があり、互いに前後方向に掛合するカギ状段付きを梁の上縁及び下縁それぞれに形成し、前記梁の上縁のカギ状段付きの縦部分に段差形成版を架け渡し、段差形成版より前壁側は段差形成版の上部付近までコンクリートを打設させ、段差形成版より後壁側は段差形成版の下部付近までコンクリートを打設させることにより、段差形成版を挟む打継ぎ目に段差を形成させる段付き打継ぎ目形成ブロックとした。ここにいう擁壁を構築するブロックには、前壁と後壁との間をつなぐ梁を複数有する形状のものや、箱形に形成されたもの、矩形、更には、側面視で多角形、菱形、平行四辺形、台形など、前壁又は後壁が垂直、傾斜、曲面等の擁壁を構成するブロック等が含まれる
【0006】
た、同様なブロックにおいて、部分的に高低差のある凸部を梁の上縁に、前記凸部が嵌合する凹部を梁の下縁にそれぞれ形成し、前記梁の縦面の上下方向の中間に段差形成版を架け渡し、段差形成版より前壁側は段差形成版の上部付近までコンクリートを打設させ、段差形成版より後壁側は段差形成版の下部付近までコンクリートを打設させることにより、段差形成版を挟む打継ぎ目に段差を形成させる段付き打継ぎ目形成ブロックとしてもよい。この場合段差形成版は、梁の縦面に架け渡すことにより、梁の上縁及び下縁の間に設けられる。
【0007】
【発明の実施の形態】
以下本発明を図面に基づいて詳細に説明する。図1は本発明実施例の段付き打継ぎ目形成ブロックの斜視図である。図2は同ブロックを用いて構築過程にある擁壁の要部斜視図である。図3は図2中A-A断面図である。この例で示した段付き打継ぎ目形成ブロック10は、前壁11と後壁12と2つのほぼ平行な梁13,13によって構成されている。梁13には中込めコンクリートの連続性を保つ貫通孔14がある。この擁壁を構築することができるブロックにおいて、ブロックの梁13の上縁及び下縁それぞれに、前後に高低差があり、互いに前後方向に掛合するカギ状段付き7,8を形成している。この梁13,13の上縁のカギ状段付き7の縦部分に段差形成版15を架け渡している。段差形成版15は、斜め或いは垂直に平板状で、コンクリート6の打継ぎ目4に段差5を付けるのに充分な幅(高さ)で設けている。カギ状段付き7,8や段差形成版15の形状は任意であり、また、2段、3段に設けてもよい。
【0008】
この段付き打継ぎ目形成ブロックを用い構築過程にある擁壁の様子は図2と図3にみられるが、下段のブロック10aが積まれた時に生じた打設コンクリート6aの打継ぎ目4a及び段差5aの上に被覆するように、下段のブロック10aのカギ状段付き7aに上段のブロック10bのカギ状段付き8bを後方から掛合させるように前記上段のブロック10bを下段のブロック10aに載せ、段差形成版15より前壁11側は段差形成版15の上部付近までコンクリート6を打設させ、段差形成版15より後壁12側は段差形成版15の下部付近までコンクリート6を打設させることにより、段差形成版15を挟む打継ぎ目4bに段差5bを形成させる。擁壁の上下に連続した中込めコンクリート6の各打継ぎ過程で自然と段差5が形成されるのである。この実施例のように梁13の上縁及び下縁それぞれに、前後に高低差があり、互いに前後方向に掛合するカギ状段付き7,8を形成すると、施工時のズレ止めも兼ねることができる。また、図示することを省略するが段差形成版15を打設コンクリートよりも上部に突出するように設けると、上段に打設された中込めコンクリートの下方が下段ブロックに達して打継ぎ目に更に耐震等に効果的な段差を付けることができる。
【0009】
図4〜図7は本発明の他の実施例の段付き打継ぎ目形成ブロックを示しており、図4は平面図、図5は斜視図、図6は同ブロックを用いて構築過程にある擁壁の要部斜視図である。図7は図6中B-B断面図である。この例では前壁11と後壁12間(控え長の略中間付近)でブロックの上下間、すなわち前記梁の縦面の上下方向の中間に段差形成版を架け渡し、梁13,13を利用して段差形成版15を設けている。梁13,13の上には部分的に高低差のある凸部16があり、下には前記凸部が嵌合する凹部17を設けている。これらが上下ブロック間に前後方向の係合関係を持ち、ズレ止め作用を発揮する。
【0010】
この段付き打継ぎ目形成ブロック10を用いて構築過程にある擁壁の様子を図6と図7に示す。下段のブロック10aが積まれたときのコンクリート6aを打継ぎ目4aと段差5aの上に、上段のブロック10bの中込めとしてコンクリート6bが打設され、上面に打継ぎ目4b及び段差5bが形成されている。この例では段付き打継ぎ目形成ブロックの内部の段差形成版15より前壁11側は段差形成版15の上部付近までコンクリートを打設し、段差形成版15より後壁12側は段差形成版15の下部付近までコンクリートを打設することによって、上下に連続した中込めコンクリート6の各打継ぎ過程で段差5を形成することができる。
【0011】
【発明の効果】
本発明の段付き打継ぎ目形成ブロックは、前壁背部の中込めコンクリートの打設に伴ないコンクリート打継ぎ目に段差を付けることができる。そこで、耐土圧等の擁壁強度、耐震性、耐久性等の向上が可能となった。
【図面の簡単な説明】
【図1】本発明実施例の段付き打継ぎ目形成ブロックの斜視図である。
【図2】同ブロックを用いて構築過程にある擁壁の要部斜視図である。
【図3】図2中A-A断面図である。
【図4】他の実施例の段付き打継ぎ目形成ブロックの平面図である。
【図5】同段付き打継ぎ目形成ブロックの斜視図である。
【図6】同ブロックを用いて構築過程にある擁壁の要部斜視図である。
【図7】図6中B-B断面図である。
【図8】従来のコンクリート打ちもたれ式擁壁の段付けの様子を示す断面図である。
【符号の説明】
1 表面
2 背面
3 配筋
4 打継ぎ目
5 段差
6 コンクリート
7 上縁のカギ状段付き
8 下縁のカギ状段付き
10 段付き打継ぎ目形成ブロック
11 前壁
12 後壁
13 梁
14 貫通孔
15 段差形成版
16 凸部
17 凹部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a stepped seam forming block capable of strengthening retaining wall strength, earthquake resistance, durability and the like, particularly when used to construct a block stack retaining wall.
[0002]
[Prior art]
The leaning retaining wall is a structure that stabilizes the retaining wall load by acting on the slope. In the past, leaning type retaining walls have been made by concrete casting. A leaning type retaining wall is formed even if concrete placement and solidification are repeated in the height direction. In consideration of the strength, seismic resistance, durability, etc. of the retaining wall in this case, the Ministry of Construction established the civil engineering structure standard design, and formed a mold for stepping between the main molds. As shown in FIG. 4, a step 5 of the cast concrete 6 is provided at the joint 4 between the front surface 1 and the back surface 2. In addition, although the code | symbol 3 may not be arrange | positioned depending on construction specifications, when it arrange | positions, it has shown steel materials, such as one or several reinforcing bars.
[0003]
Recently, a block product method that does not require a formwork and has a short construction period has been adopted due to the necessity of a formwork or a long construction period (for example, Japanese Patent Laid-Open No. 08-218401).
[0004]
[Problems to be solved by the invention]
In the case of this block product method, the upper and lower blocks are pinned, the block is prevented from being displaced by a concave-convex joint, or the block is locked to the reinforcing bar provided on the back (for example, actual No. 01-041784) Although there is a technique to deal with block misalignment, etc., there is no such thing as adding a step in consideration of earthquake resistance etc. at the joint of the embedded concrete continuously in the vertical direction. In view of this, the present invention has examined the provision of a block capable of providing a step between the natural joint and the concrete joint with the placement of the embedded concrete.
[0005]
[Means for Solving the Problems]
Result of studying the above problems, in the front and rear walls and to build a retaining wall constructed bridging a plurality of beams in a block, there is a height difference in the back and forth, the conditioned hooked stage engages each other in the front-rear direction It is formed on the upper and lower edges of the beam, and the step forming plate is bridged over the keyed stepped vertical part of the upper edge of the beam, and the concrete is applied to the upper part of the step forming plate on the front wall side from the step forming plate. A stepped joint forming block is formed in which a step is formed at the joint sandwiching the step forming plate by placing the concrete on the rear wall side of the step forming plate near the lower portion of the step forming plate . The block that constructs the retaining wall here has a shape having a plurality of beams connecting the front wall and the rear wall, a box shape, a rectangle, and a polygon in a side view, Blocks such as rhombuses, parallelograms, trapezoids, and the like, in which the front wall or the rear wall forms a retaining wall such as a vertical wall, an inclined surface, or a curved surface, are included .
[0006]
In addition, similar blocks, the convex portion with a partially height difference at the upper edge of the beam, the recess in which the protrusion is fitted is formed respectively on the lower edge of the beam, vertical longitudinal plane of the beam A step-forming plate is placed in the middle of the plate, and the concrete is placed near the top of the step-forming plate on the front wall side from the step-forming plate, and the concrete is placed near the bottom of the step-forming plate on the rear wall side from the step forming plate. by it may be a stepped punch seaming block to form a step on striking seam to sandwich the step forming plate. In this case , the step forming plate is provided between the upper edge and the lower edge of the beam by spanning the vertical surface of the beam .
[0007]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective view of a stepped seam forming block according to an embodiment of the present invention. FIG. 2 is a perspective view of the main part of the retaining wall in the construction process using the block. 3 is a cross-sectional view taken along the line AA in FIG. The stepped seam forming block 10 shown in this example is constituted by a front wall 11, a rear wall 12 and two substantially parallel beams 13 and 13. The beam 13 has a through hole 14 that maintains the continuity of the embedded concrete. In the block in which this retaining wall can be constructed, the upper and lower edges of the beam 13 of the block have height differences in the front and rear, and key-like stepped portions 7 and 8 that are hooked in the front-rear direction are formed. . A step forming plate 15 is bridged over the vertical portion of the key-like step 7 on the upper edge of the beams 13 and 13 . The step forming plate 15 has a flat plate shape obliquely or vertically, and is provided with a width (height) sufficient to add a step 5 to the joint 4 of the concrete 6. The shapes of the key-shaped steps 7 and 8 and the step-forming plate 15 are arbitrary, and may be provided in two or three steps.
[0008]
The state of the retaining wall in the construction process using this stepped joint forming block can be seen in FIG. 2 and FIG. 3, but the joint 4a and step 5a of the cast concrete 6a generated when the lower block 10a is stacked. The upper block 10b is placed on the lower block 10a so that the upper step 10b of the upper block 10b is hooked from the rear to the key step 7a of the lower block 10a. By placing concrete 6 near the top of the step forming plate 15 on the front wall 11 side from the forming plate 15 and placing concrete 6 near the bottom of the step forming plate 15 on the rear wall 12 side from the step forming plate 15 , Ru to form a step 5b to hit seam 4b sandwiching the step forming plate 15. A step 5 is naturally formed in each joining process of the embedded concrete 6 that is continuous above and below the retaining wall. As in this embodiment, the upper and lower edges of the beam 13 have a difference in height in the front and back, and if the key-like stepped portions 7 and 8 that are hooked in the front-rear direction are formed, it can also serve as a displacement stop during construction. it can. Although not shown in the figure, when the step forming plate 15 is provided so as to protrude above the cast concrete, the lower part of the insert concrete placed in the upper stage reaches the lower block, and is further seismic resistant at the joint. It is possible to add an effective step to the like.
[0009]
4 to 7 show a stepped joint forming block according to another embodiment of the present invention. FIG. 4 is a plan view, FIG. 5 is a perspective view, and FIG. It is a principal part perspective view of a wall. 7 is a cross-sectional view taken along the line BB in FIG. In this example, a step-forming plate is bridged between the front wall 11 and the rear wall 12 (near the middle of the reserved length) between the top and bottom of the block, that is , in the middle of the vertical surface of the beam, and beams 13 and 13 are used Thus, a step forming plate 15 is provided. On the upper edge of the beams 13, 13, there is a convex part 16 with a difference in height, and on the lower edge , a concave part 17 into which the convex part is fitted is provided. These have an engagement relationship in the front-rear direction between the upper and lower blocks, and exhibit a displacement-preventing action.
[0010]
The state of the retaining wall in the construction process using the stepped seam forming block 10 is shown in FIGS. When the lower block 10a is stacked, the concrete 6a is placed on the joint 4a and the step 5a, and the concrete 6b is placed as an insert in the upper block 10b, and the joint 4b and the step 5b are formed on the upper surface. Yes. In this example, concrete is placed up to the upper part of the step forming plate 15 on the front wall 11 side from the step forming plate 15 inside the stepped joint forming block, and the step forming plate 15 on the rear wall 12 side from the step forming plate 15. By placing the concrete up to the vicinity of the lower part of the metal, a step 5 can be formed in each jointing process of the embedded concrete 6 that is continuous up and down.
[0011]
【The invention's effect】
The stepped joint forming block according to the present invention can provide a step in the concrete joint accompanying the placement of the embedded concrete behind the front wall. Therefore, it has become possible to improve retaining wall strength such as earth pressure resistance, earthquake resistance, and durability.
[Brief description of the drawings]
FIG. 1 is a perspective view of a stepped seam forming block according to an embodiment of the present invention.
FIG. 2 is a perspective view of a main part of a retaining wall in the construction process using the block.
FIG. 3 is a cross-sectional view taken along AA in FIG.
FIG. 4 is a plan view of a stepped seam forming block according to another embodiment.
FIG. 5 is a perspective view of the stepped seam forming block.
FIG. 6 is a perspective view of a main part of a retaining wall in the construction process using the block.
7 is a cross-sectional view taken along the line BB in FIG.
FIG. 8 is a cross-sectional view showing a state of stepping of a conventional concrete leaning type retaining wall.
[Explanation of symbols]
1 Surface 2 Back 3 Reinforcement 4 Joint 5 Step 6 Concrete
7 Key step on the upper edge
8 Key step on the lower edge
10 Stepped seam forming block
11 Front wall
12 Rear wall
13 Beam
14 Through hole
15 Level difference plate
16 Convex
17 Recess

Claims (2)

前壁と後壁とに複数のを架け渡して構成される擁壁を構築するブロックにおいて、
前後に高低差があり、互いに前後方向に掛合するカギ状段付きを梁の上縁及び下縁それぞれに形成し、前記梁の上縁のカギ状段付きの縦部分に段差形成版を架け渡し、
段差形成版より前壁側は段差形成版の上部付近までコンクリートを打設させ、段差形成版より後壁側は段差形成版の下部付近までコンクリートを打設させることにより、段差形成版を挟む打継ぎ目に段差を形成させる段付き打継ぎ目形成ブロック。
In block to build a composed retaining wall by bridging a plurality of beams in the front and rear walls,
There is a difference in height in the front and back, and a key-like step with hooks in the front-rear direction is formed on each of the upper and lower edges of the beam, and a step-forming plate is bridged on the vertical part of the upper edge of the beam ,
Placing concrete near the top of the step forming plate on the front wall side of the step forming plate, and placing concrete on the back wall side near the lower portion of the step forming plate, sandwiching the step forming plate. A stepped seam forming block that forms a step at the seam.
前壁と後壁とに複数のを架け渡して構成される擁壁を構築するブロックにおいて、
部分的に高低差のある凸部を梁の上縁に、前記凸部が嵌合する凹部を梁の下縁にそれぞれ形成し、前記梁の縦面の上下方向の中間に段差形成版を架け渡し、
段差形成版より前壁側は段差形成版の上部付近までコンクリートを打設させ、段差形成版より後壁側は段差形成版の下部付近までコンクリートを打設させることにより、段差形成版を挟む打継ぎ目に段差を形成させる段付き打継ぎ目形成ブロック。
In block to build a composed retaining wall by bridging a plurality of beams in the front and rear walls,
A convex part with a difference in height is formed on the upper edge of the beam, a concave part where the convex part fits is formed on the lower edge of the beam, and a step forming plate is installed in the middle of the vertical surface of the beam. Hand over,
Placing concrete near the top of the step forming plate on the front wall side of the step forming plate, and placing concrete on the back wall side near the lower portion of the step forming plate, sandwiching the step forming plate. A stepped seam forming block that forms a step at the seam.
JP2000392308A 2000-12-25 2000-12-25 Stepped seam forming block Expired - Fee Related JP4520630B2 (en)

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JP7260895B2 (en) * 2017-12-26 2023-04-19 有徳コンクリート株式会社 Wall panel and wall structure using it
JP7438166B2 (en) 2021-05-26 2024-02-26 日特建設株式会社 Reinforcement method

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JPH06287969A (en) * 1993-04-01 1994-10-11 Maruei Concrete Kogyo Kk Method for constructing retaining wall, and concrete block for retaining wall
JPH1161857A (en) * 1997-08-21 1999-03-05 Mitani Sekisan Co Ltd Retaining wall block

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JPS61501160A (en) * 1984-02-08 1986-06-12 クリニオン,エドワ−ド・ブイ Structural module for retaining walls etc.
JPH06287969A (en) * 1993-04-01 1994-10-11 Maruei Concrete Kogyo Kk Method for constructing retaining wall, and concrete block for retaining wall
JPH1161857A (en) * 1997-08-21 1999-03-05 Mitani Sekisan Co Ltd Retaining wall block

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