EP0733741B1 - Böschungsstein für eine Schützmauer und ein Schützbauwerk - Google Patents

Böschungsstein für eine Schützmauer und ein Schützbauwerk Download PDF

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Publication number
EP0733741B1
EP0733741B1 EP19950400635 EP95400635A EP0733741B1 EP 0733741 B1 EP0733741 B1 EP 0733741B1 EP 19950400635 EP19950400635 EP 19950400635 EP 95400635 A EP95400635 A EP 95400635A EP 0733741 B1 EP0733741 B1 EP 0733741B1
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EP
European Patent Office
Prior art keywords
retaining wall
steel bar
blocks
constructing
counterfort
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EP19950400635
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English (en)
French (fr)
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EP0733741A1 (de
Inventor
Masumi Akamine
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Individual
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Individual
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Priority to EP19950400635 priority Critical patent/EP0733741B1/de
Priority to ES95400635T priority patent/ES2138159T3/es
Priority to DE69512634T priority patent/DE69512634D1/de
Publication of EP0733741A1 publication Critical patent/EP0733741A1/de
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Publication of EP0733741B1 publication Critical patent/EP0733741B1/de
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls

Definitions

  • This invention relates to blocks for constructing retaining wall and a constructed retaining wall structure.
  • a retaining wall structure having a following constuction is known from JP-A-6-93626, upon which the preamble of appended Claim 1 is formed. Namely, a plurality of T-shaped blocks for constructing retaining wall are stacked in several layers on a footing foundation embedded in the soil until the retaining structure having a desired height is obtained.
  • Each T-shaped block for constructing retaining wall comprises a front wall and a counterfort or buttress which protrudes rearwardly from the back surface of the front wall.
  • a plurality of holes for inserting reinforcing steel bar are formed in the counterfort.
  • the counterforts of respective layers are overlapped with each other in a vertical direction so as to make their respective holes for inserting reinforcing steel bar aligned with each other and a plurality of anchoring steel bars which protrude from the footing foundation are inserted into the holes for inserting reinforcing steel bar.
  • a plurality of connecting reinforcing steel bars which are connected with the anchoring reinforcing steel bars are inserted in the holes for inserting reinforcing steel bar.
  • the filler such as cement mortar or concrete is filled in the holes for inserting reinforcing steel bar so as to integrally connect a plurality of blocks for constructing retaining wall in a vertically stacked manner to construct the retaining wall structure of a desired height.
  • the block for constructing the lowermost region of the retaining wall structure must be large in size and has a shape with an excellent section modulus.
  • the maximum height of the retaining wall structure is approximately less than 10 m so that the retaining wall structure having a height greater than 10 m cannot be constructed.
  • the above-mentioned holes for inserting reinforcing steel bar are not formed in such a manner that they prevent the slide movement of the filler such as cement mortar relative to the steel bar, wherein such slide movement is caused by the contraction or shrinkage of the filler which takes place after being filled in the holes for inserting reinforcing steel bar. Accordingly, when an outer force acts on the blocks for constructing retaining wall which are stacked or piled up vertically, the cement mortar which is hardened or solidified in the holes for inserting reinforcing steel bar slide within the holes so that the retaining wall structure cannot have a sufficient rigidity.
  • the covering layer of the cement mortar or the concrete which is filled in the holes for inserting reinforcing steel bar becomes thin so that the adhering strength of the hardened filler to the blocks is deteriorated or weakened and accordingly the junctions or connecting portions where the blocks for constructing retaining wall which are stacked vertically are also deteriorated making the constructed retaining wall structure unstable.
  • the filler such as cement mortar or concrete hardened or solidified in the holes for inserting reinforcing steel bars
  • Claim 3 defines a retaining wall built with the above-mentionned blocks.
  • a plurality of large-sized blocks for constructing retaining wall are stacked on the upper surface of the footing foundation made of steel bar reinforcing concrete, then the anchoring reinforcing steel bars and connecting reinforcing steel bars are inserted in respective aligned holes for inserting reinforcing steel bar, and the filler is filled in and hardened in the holes for inserting reinforcing steel bar so as to construct the lower portion of the retaining wall structure.
  • a plurality of secondary large-sized blocks for constructing retaining wall are stacked in the same manner so as to construct the intermediate portion of the retaining wall.
  • this intermediate portion of the retaining wall structure a plurality of intermediate-sized blocks for constructing retaining wall are stacked in the same manner so as to construct the upper portion of the retaining wall. Still furthermore, on the upper surface of this upper portion of the retaining wall structure, a plurality of small-sized blocks for constructing retaining wall are stacked in the same manner so as to construct the uppermost portion of the retaining wall.
  • the filler is filled and hardened in respective holes each of which has the cross-section becoming greater downwardly in a tapered manner so as to form a plurality of elongated frustconically shaped struts which are, in turn, integrally connected with each other to form a steel bar reinforced pillar which is integrally connected with the footing foundation.
  • the filler is filled and hardened in respective holes each of which has the cross-section becoming greater upwardly in a tapered manner so as to form a plurality of elongated inversely-frustconically shaped struts which are, in turn, integrally connected with each other to form a steel bar reinforced pillar which is integrally connected with the footing foundation.
  • Fig. 1 is a perspective view of the retaining wall structure according to the embodiment of this invention.
  • Fig. 2 is a longitudinal cross sectional view of the retaining wall structure.
  • Fig. 3 is a plan view of the large-sized block for constructing retaining wall.
  • Fig. 4 is an elevational view of the large-sized block for constructing retaining wall.
  • Fig. 5 is a cross sectional view of the large-sized block for constructing retaining wall taken along the line B-B of Fig. 3.
  • Fig. 6 is a plan view of the secondary large-sized block for constructing retaining wall.
  • Fig. 7 is a cross sectional view of the secondary large-sized block for constructing retaining wall taken along the line C-C of Fig. 6.
  • Fig. 8 is a plan view of the middle-sized block for constructing retaining wall.
  • Fig. 9 is a cross sectional view of the middle-sized block for constructing retaining wall taken along the line D-D of Fig. 8.
  • Fig. 10 is a plan view of the small-sized block for constructing retaining wall.
  • Fig. 11 is a cross sectional view of the small-sized block for constructing retaining wall taken along the line E-E of Fig. 10.
  • Fig. 12 is a plan view of the small-sized block for constructing retaining wall of another embodiment.
  • Fig. 13 is a cross sectional view of the small-sized block for constructing retaining wall taken along the line F-F of Fig. 12.
  • Fig. 14 is an explanatory view showing the junctions of the steel bar inserting holes of the respective blocks for constructing retaining wall which are stacked vertically.
  • Fig. 15 is a side view showing the neutral plane against the bending stress of the solid steel bar reinforced T-shaped beam.
  • Fig. 16 is a stress diagram of the bending stress of the solid steel bar reinforced T-shaped beam shown in Fig. 15.
  • Fig. 17 is an enlarged longitudinal cross sectional view showing the steel bar inserting holes in the retaining wall constructed by blocks for constructing retaining wall.
  • Fig. 18 is a longitudinal cross sectional view of the retaining wall structure of another embodiment.
  • Fig. 19 is a longitudinal cross sectional view of the retaining wall structure of another embodiment.
  • a retaining wall 10 constructed by a plurality of blocks A for constructing a retaining wall according to the embodiment of this invention (constructed retaining wall structure) is shown.
  • a plurality of large-sized blocks A1 for constructing retaining wall are stacked on a footing foundation 12 made of steel bar reinforced concrete in three layers so as to form a lower layer portion of the retaining wall 10.
  • Each large-sized blocks A1 for constructing retaining wall is, as explained later, provided with a front wall 14 and a counterfort 16 which protrudes from the back surface of the front wall 14.
  • a plurality of secondary large-sized blocks A2 are mounted in three layers so as to form an intermediate layer portion of the retaining wall 10.
  • a plurality of middle-sized blocks A3, each of which has the counterfort 16 of a length shorter than that of the secondary large-sized blocks A2 as explained later, are mounted in three layers so as to form an upper layer portion of the retaining wall 10.
  • a plurality of small-sized blocks A4 are mounted in three layers so as to form an uppermost layer portion of the retaining wall 10.
  • the footing foundation 12 made of steel bar reinforced concrete and the large-sized blocks A1 for constructing retaining wall are integrally connected with each other by means of a plurality of anchoring steel bars 18 which protrude from the footing foundation 12 made of steel bar reinforced concrete.
  • the large-sized blocks A1 for constructing retaining wall, the secondary large-sized blocks A2 for constructing retaining wall, the middle-sized blocks A3 for constructing retaining wall and the small-sized blocks A4 for constructing retaining wall are integrally connected with each other.
  • all blocks A for constructing retaining wall are integrally connected with the footing foundation 12 made by steel bar reinforced concrete with the connectng steel bars 20 whereby the retaining wall 10 becomes a rigid body having high strength and can resist the soil pressure acting on the back surface of the retaining wall 10.
  • the number of layers of stacked blocks A for constructing retaining wall is not limited to the embodiment and the blocks A for constructing retaining wall are stacked in a desired number of layers to construct the retaining wall 10 of a desired height.
  • the blocks A for constructing walls according to this invention include the concrete blocks molded without arranging steel bars into the front wall 14 and the counterfort 16 as well as the steel bar reinforced concrete blocks molded while arranging main bars and distribution bars in the front wall 14 and the counterfort 16.
  • the constructed retaining wall structure 10 is constructed by blocks A for constructing retaining wall molded while arranging main bars and distribution bars in the blocks, the retaining wall 10 can have the excellent strength and section modulus.
  • the block A for constructing retaining wall is made of steel bar reinforced concrete and comprises a front wall 14 formed in an elongated rectangular shape and a pair of counterforts 16,16 protruded from the back surface of the front wall 14 at positions adjacent to both lateral ends of the front wall 14.
  • Each counterfort 16 is divided by a plurality of partitions 21 into a plurality of reinforcing steel bar inserting holes 22 arranged in a rear sustaining wall protruding direction, wherein each reinforcing steel bar inserting hole 22 has the upper and lower ends thereof open-ended.
  • each counterfort 16 is provided with two or three holes 22 for inserting reinforcing steel bars and having a rectangular planar shape while the size of openings of these holes 22 becomes narrower as the length of the counterfort 16 of the respective blocks A for constructing rear wall becomes shorter.
  • the planar shape of these holes 22 for inserting reinforcing steel bars may not necessarily limited to the above-mentioned shape and includes a circular shape, an elliptical shape, a polygonal shape.
  • the holes 22 for inserting steel bar are formed by dividing the counterfort 16 by means of a plurality of partition walls 21, others may be used in lieu of these partition walls 21.
  • the anchoring steel bars 18 and the connecting steel bars 20 which are connected with the anchoring steel bars 18 are inserted and then the filler such as cement mortar or concrete is filled in these holes 22.
  • each reinforcing steel bar inserting hole 22 which is disposed in a front wall 14 side from a position assumed to be a neutral plane N-N of a bending stress caused by an outer force acting on the block in a direction toward the front wall 14 from the counterfort 16 is made of a tapered hole 24 increasing the cross-section from the upper opening to the lower opeding thereof, while each reinforcing steel bar inserting hole disposed in the rear end side from the neutral plane is made of an inverse-tapered hole 26 having a cross-section become greater from the lower opening to the upper opening.
  • the retaining wall having the above-mentioned constructed structure is a kind of T-shaped beam. In this case, however, since the stress on steel bars arranged at the position closest to the front wall 14 can be ignored, the retaining wall can be treated as a simple steel bar reinforced T-shaped beam.
  • the position of the neutral plane N-N calculated by the above-mentioned formula 1 is located approximately close to the front wall 14.
  • the block A for constructing retaining wall is assumed to be the above-mentioned simple steel bar reinforced T-shaped beam 27, when a pressing force P is exerted on the block A for constructing retaining wall due to the soil pressure acting on the back surface side of the block A for constructing retaining wall, among a plurality of reinforcing steel bar inserting holes 22, tapered holes 24 which are disposed on the front wall 14 side and have the cross-section becoming greater downwardly receive the compression strength while tapered holes 26 which are disposed on the protruding end side of the counterfort 16 and have the cross-section becoming greater upwardly receive the tensile strength.
  • the blocks A for constructing retaining wall according to this invention are stacked on the upper surface of the footing foundation 12 made of steel bar reinforced concrete in several layers.
  • the reinforcing steel bar inserting holes 22 which are vertically aligned, the anchoring steel bars 18 which protrude upwardly from the footing foundation 12 made of steel bar reinforced concrete and the connecting steel bars 20 which are connected with the anchoring steel bars 18 are inserted.
  • the filler M such as cement mortar or concrete is filled in the reinforcing steel bar inserting holes 22 and solidified to construct the retaining wall 10.
  • a steel bar reinforced pillar H1 made of a plurality of elongated frustconically shaped struts is integrally connected with the footing foundation 12.
  • a steel bar reinforced concrete pillar H2 made of a plurality of elongated inversely-frustconically shaped struts is integrally connected with the footing foundation 12.
  • the steel bar reinforced concrete pillar H2 made of a plurality of elongated inversely-frustconically shaped struts resists the tensile strength so that the friction resistance of the the steel bar reinforced pillar H2 made of a plurality of elongated frustconically shaped struts relative to the steel bar inserting holes 26 is increased preventing the relative slide movement between them, whereby the retaining wall 10 can withstand the tensile force and can sufficiently meet the requirements necessary for a rigid body.
  • each reinforcing steel bar inserting hole 22 formed in the counterfort 16 is provided with a trumpet-shaped tapered faces 28,28 at the upper and the lower ends thereof.
  • the trumpet-shaped faces 28,28 formed on the lower end of the steel bar reinforcing holes 22 of one block A for constructing retaining wall are snugly merged with the trumpet-shaped faces 28,28 formed on the bottom end of the steel bar reinforcing holes 22 of the adjacent block A for constructing retaining wall, and the filler M is hardened in a space formed by merged upper and lower trumpet-shaped faces 28,28 to form a peripheral protrusion 30 having a diamond-shaped cross section.
  • the slide movement of the steel bar reinforced pillars H1,H2 formed in the aligned steel bar inserting holes 22 can prevent the slide movement relative to the blocks A for constructing retaining wall. Furthermore, the amount of the filler M which is filled in the steel bar connecting portions within the steel inserting holes 22 is increased so as to provide a desired amount of covering on the anchoring steel bar 18 and the connecting steel bars 22 so as to reinforce the strength of the constructed retaining wall structure.
  • the block A for constructing retaining wall which is explained above in view of drawings, is provided with a single downwardly widened tapered hole 24 at the front wall side thereof and in case the length of the counterfort 16 is long, the neutral plane N-N is shifted to the middle portion side of the counterfort 16. In this case, the rear portion of the downwardly widened tapered hole 24 is widened and the cross-section of the neighboring tapered hole is narrowed.
  • the blocks A for constructing retaining wall are not limited to the large-sized blocks for constructing retaining wall which are described in the previously mentioned embodiment, but include the middle-sized or small-sized blocks for constructing retaining wall which are stacked on the large-sizd blocks so long as these blocks have the same remarkable function and effect.
  • a plurality of large-sized blocks A1 for constructing retaining wall each of which comprises the front wall 14 and the counterfort 16 protruding from the back surface of the front wall 14 are stacked on the footing foundation 12 made of steel bar reinforced concrete in approximately three layers (number of layers being not limited ) so as to form the lower layer portion of the retaining wall 10.
  • a plurality of secondary large-sized blocks A2 On the upper surface of the these stacked large-sized blocks A1 for constructing retaining wall, a plurality of secondary large-sized blocks A2, a plurality of middle-sized blocks A3, a plurality of small-sized blocks A4 which have the counterfort 16 of a length sequentially shorter than that of the preceding blocks, are respectively mounted in a plurality of layers to construct the retaining wall 10.
  • Each large-sized blocks A1 comprises the laterally elongated front wall 14, a pair of counterforts 16,16 which protrude from the back surface of the front wall at positions adjacent to both lateral ends of the front wall 14, and each counterfort 16 is provided with three steel bar inserting holes 22 which are arranged in a counterfort protruding direction, have both upper and lower ends open-ended and have a rectangular planar shape.
  • the hole 22 which is disposed most close to the front wall 14 from the neutral plane N-N of the block A for constructing retaining wall is made of the downwardly widened tapered hole 24 increasing in cross-section from the upper end to the lower end, while two holes 22 which are disposed at the intermediate or end position located in the protruding end of the counterfort 16 from the above-mentioned neutral plane N-N are made of the upwardly widened tapered holes 26 increasing in cross-section from the bottom end to the upper end.
  • trumpet-shaped enlarged tapered faces 28,28 are formed in the upper and lower ends of the above-mentioned steel bar inserting holes 22.
  • the above-mentioned large-sized blocks A1 for constructing retaining wall are stacked in a plurality of layers on the footing foundation 12 made of steel bar reinforced concrete, and the anchoring steel bars 18 which protrude upwardly from the footing foundation 12 are inserted in the vertically aligned reinforcing steel bar inserting holes 22, and the connecting steel bars 20 are connected to the anchoring steel bars 18, and the filler M such as the cement mortar or the concrete is filled and solidified in the aligned steel bar inserting holes 22.
  • This secondary large-sized block A2 comprises the laterally elongated front wall 14, a pair of counterforts 16,16 which protrude from the back surface of the front wall at positions adjacent to both lateral ends of the front wall 14.
  • Each counterfort 16 has a length shorter than that of the counterfort 16 of the large-sized block A1 and is provided with two steel bar inserting holes 22 which have a planar rectangular shape and are arranged in a rear sustaining wall protruding direction.
  • one steel bar inserting hole 22 which is disposed close to the front wall 14 from the neutral plane N-N of the block A for constructing retaining wall is made of the downwardly widened tapered hole 24 increasing in cross-section from the upper end to the lower end, while the other hole 22 is made of upwardly widened tapered hole 26.
  • trumpet-shaped enlarged tapered faces 28,28 are formed in the upper and lower ends of the above-mentioned steel bar inserting holes 22.
  • two steel bar inserting holes 22 (A2) formed in the above-mentioned secondary large-sized blocks A2 for constructing retaining wall are arranged so as to be aligned with steel bar inserting holes 22 (A1) formed in the front wall 14 side and the intermediate side of the counterfort 16.
  • the above-mentioned secondary large-sized blocks A2 for constructing retaining wall are stacked in the above-mentioned large-sized blocks A1, and within the steel inserting holes 22 of the secondary large-sized blocks A2 for constructing retaining wall, the connecting steel bars 20 protruding from the steel bar inserting holes 22 of the above-mentioned large-sized blocks A1 for constructing retaining wall are connected with succeeding connecting steel bars 20 and the filler M is filled and solidified.
  • the secondary large-sized blocks A2 for constructing retaining wall are firmly connected with the large-sized blocks A1 for constructing retaining wall.
  • the compression force is exerted on the filler M and the connecting steel bars 20 in the steel inserting holes 22 at the front wall 14 side from the neutral plane N-N
  • the tensile force is exerted on the filler M and the connecting steel bars 20 in the steel inserting holes 22 at the protruding side of the counterfort 16
  • the connecting steel bars 20 and the filler M in the steel bar inserting holes 22 exert a resistant force against the compression force at the front wall side from the neutral plane N-N and a resistant force against the tensile force at the protruding end side from the neutral plane N-N.
  • the steel bar inserting holes 22 disposed at the front wall 14 side from the neutral plane N-N are made of downwardly widened tapered holes 24, while the steel bar inserting holes 22 disposed at the protruding end side of the counterfort 16 from the neutral plane N-N are made of upwardly widened tapered holes 26, even when the soil pressure acts on the retaining wall structure 10, the slide movement of the filler M hardened in the steel bar inserting holes 22 relative to the steel bar inserting holes 22 can be prevented thus enabling the construction of the retaining wall structure having high rigidity.
  • Fig. 8 and Fig. 9 the middle-sized blocks A3 for constructing the upper layer of the constructed retaining wall structure 10 are shown.
  • This middle-sized block A3 comprises the front wall 14 having the same shape as the front wall 14 of the above-mentioned secondary large-sized block A2 for constructing retaining wall and a pair of counterforts 16,16 which protrude from the back surface of the front wall 14 at positions adjacent to both lateral ends of the front wall 14.
  • Each counterfort 16 is provided with two steel bar inserting holes 22,22.
  • one steel bar inserting hole 22 which is disposed close to the front wall 14 from the neutral plane N-N of the block A for constructing retaining wall is made of the downwardly widened tapered hole 24 increasing in cross-section from the upper end to the lower end, while the other hole 22 is made of upwardly widened tapered hole 26.
  • two steel bar inserting holes 22 (A3) formed in the above-mentioned middle-sized blocks A3 for constructing retaining wall are arranged so as to be aligned with the steel bar inserting holes 22 (A2) formed in the front wall 14 side and the intermediate side of the counterfort 16. Furthermore, as shown in Fig. 9, the trumpet-shaped enlarged tapered faces 28,28 are formed in the upper and lower ends of the above-mentioned steel bar inserting holes 22.
  • This small-sized block A4 comprises the front wall 14 having the same shape as the front wall 14 of the above-mentioned middle-sized block A3 for constructing retaining wall and a pair of counterforts 16,16 which protrude from the back surface of the front wall 14 at positions adjacent to both lateral ends of the front wall 14 and have a length shorter than that of the middle-sized block A3 for constructing retaining wall.
  • Each counterfort 16 is provided with two steel bar inserting holes 22,22.
  • these two steel bar inserting holes 22 (A4) formed in the counterfort 16 of the above-mentioned small-sized block A4 for constructing retaining wall are provided such that they are aligned with the steel bar inserting holes 22 (A3) formed in the counterfort 16 of the above-mentioned middle-sized block A3 which are disposed close to the front wall 14 side.
  • one steel bar inserting holes 22 which is disposed at the front wall 14 side from the neutral plane N-N is made of a downwardly widened taper-shaped hole 24 while the other steel bar inserting hole 22 is made of an upwardly widened taper-shaped hole 26.
  • each steel bar inserting hole 22 is provided with trumpet-shaped enlarged tapered faces 28,28 at the upper and lower ends thereof.
  • the above-mentioned middle-sized blocks A3 for constructing retaining wall are stacked on the upper surface of the above-mentioned secondary large-sized blocks A2 for constructing retaining wall so as to construct the upper layer of the retaining wall structure 10, while the small-sized blocks A4 for constructing retaining wall are stacked on the upper surface of these middle-sized blocks A3 for constructing retaining wall.
  • the connecting steel bars 20 are inserted in the steel bar inserting holes 22 which are vertically aligned and the filler M is filled and hardened so as to form the uppermost layer portion of the retaining wall structure 10.
  • the blocks A comprising the large-sized blocks A1 for constructing retaining wall, the secondary large-sized blocks A2 for constructing retaining wall, the middle-sized blocks A3 for constructing retaining wall and the small-sized blocks A4 for constructing retaining wall are stacked in layers on the footing foundation 12 made of steel bar reinforced concrete, and the anchoring steel bars 18 and the connecting steel bars 20 which are connected with anchoring steel bars 18 are inserted in the steel bar inserting holes 22 which are vertically aligned with each other, and the filler M such as cement mortar or the concrete is filed in the aligned steel bar inserting holes 22.
  • the filler M is filled and hardened in respective holes 24 each of which has the cross-section becoming greater downwardly in a tapered manner so as to form a plurality of elongated frustoconically shaped struts which are, in turn, integrally connected with each other to form the steel bar reinforced concrete pillar H1 and such a steel bar reinforced concrete pillar H1 is integrally connected with the footing foundation 12 made of steel bar reinforced concrete.
  • the filler M is filled and hardened in respective holes 26 each of which has the cross-section becoming greater upwardly in a tapered manner so as to form a plurality of inversely-frustoconically shaped struts which are, in turn, integrally connected with each other to form the steel bar reinforced pillar H2 which is integrally connected with the footing foundation 12 made of steel bar reinforced concrete.
  • the steel bar reinforced concrete pillar H1 which is formed by a plurality of elongated frustoconically shaped struts made of hardened filler M in the downwardly widened tapered holes can withstand the compression force and prevent the slide movement thereof relative to the tapered holes.
  • the steel bar reinforced concrete pillar H2 which is formed by a plurality of elongated inversely frustoconically shaped struts made of hardened filler M in the upwardly widened tapered holes 26 can withstand the compression force and prevent the slide movement thereof relative to the tapered holes.
  • the steel bar reinforced concrete pillar H2 can prevent the slide movement thereof relative to the steel bar inserting holes made of inversely tapered holes 26 and withstand the tensile strength.
  • the retaining wall structure 10 can be a retaining wall structure having a sufficient condition as a rigid body.
  • the trumpet-shaped faces 28,28 formed on the lower end of the steel bar reinforcing holes 22 of one block A for constructing retaining wall are snugly merged with the trumpet-shaped faces 28,28 formed on the upper end of the steel bar reinforcing holes 22 of the adjacent block A for constructing retaining wall, and the filler M is hardened in a space formed by merged upper and lower trumpet-shaped faces 28,28 to form a peripheral protrusion 30 having a diamond-shaped cross section.
  • the slide movement of the steel bar reinforced pillars H1,H2 formed in the aligned steel bar inserting holes 22 can prevent the slide movement relative to the blocks A for constructing retaining wall.
  • the amount of the filler M which is filled in the steel bar connecting portions within the steel inserting holes 22 is increased so as to provide a desired amount of covering on the anchoring steel bar 18 and the connecting steel bars 22 thus reinforcing the strength of the constructed retaining wall structure.
  • the large-sized blocks Al for constructing retaining wall which has the longest counterfort 16 are mounted on the footing foundation 12 made of steel bar reinforced concrete, and the secondary large-sized blocks A2 for constructing retaining wall, the middle-sized blocks A3 for constructing retaining wall and the small-sized blocks A4 for constructing retaining wall which sequentially shorten the length of the counterfort 16 are stacked, wherein the counterforts 16 are stacked in a step-like manner.
  • the filler is filled and solidified in a plurality of steel bar inserting holes 22 which are vertically aligned and having an upwardly widened tapered inversely frustoconical hole to form a steel bar reinforced concrete pillar H2 which is integrally connected with the footing foundation 12 made of steel bar reinforced concrete, whereby the rigid body which has a sufficient resistance against the soil pressure which increases in a secondary curve from the intermediate layer to the lower layer of the retaining wall structure so that the retaining wall structure having a height exceeding the maximum height of the conventional retaining wall structure can be constructed.
  • Fig. 18 the constructed retaining structure 10 of another embodiment is shown.
  • the lower layer is formed on the the footing foundation 12 made of steel bar reinforced concrete by stacking up the secondary large-sized blocks A2 for constructing retaining wall
  • the intermediate layer is formed by stacking up the middle-sized blocks A3 for constructing retaining wall and the small-sized blocks A4 for constructing retaining wall
  • uppermost layer portion is formed by stacking up the small-sized blocks A5 for constructing retaining wall.
  • the above-mentioned small-sized block A5 for constructing retaining wall is, as shown in Fig.12 and Fig. 13, provided with a front wall 14 and a pair of counterforts 16,16 protruded from the back surface of the front wall 14.
  • These counterfort 16 of the small-sized blocks A5 for constructing retaining wall is provided with a single reinforce steel bar inserting hole 22 which communicates with the reinforced steel bar inserting hole 22 provided at the front wall 14 side of the counterfort 16.
  • the steel bar inserting hole 22 is provided with trumpet-shaped widened tapered faces 28 at the upper and lower ends thereof.
  • the anchoring steel bars 18 and the connecting steel bars 20 are inserted in the steel bar inserting holes 22 which are vertically aligned and the filler is filled in the steel bar inserting holes 22 so as to construct the retaining wall structure having the section modulus.
  • Fig. 19 the constructed retaining structure 10 of another embodiment is shown.
  • the footing foundation 12 made of steel bar reinforced concrete of this retaining wall structure 10 is provided with a front foot portion 32, a rear foot portion 34 which is connected to the rear end of the front portion 32 and is provided with an inclined face inclined downwardly from the front end to the rear end thereof, and a slippage preventing protrusion 36 protruded downwardly from the bottom of the foundation 12, wherein the footing foundation 12 is also provided with a stepped down foundation 38 at the toe portion thereof.
  • the above-mentioned large-sized block A1 for constructing retaining wall, the intermediate blocks A3 for constructing retaining wall and the small-sized blocks A5 are stacked on the slope ingredient K of the cut slope of the construction site, with each blocks in a plurality of layers.
  • a back-fill concrete 40 is filled and, subsequently, in a space defined back of the above-mentioned middle-sized blocks A3 for constructing retaining wall A3 and the small-sized blocks A5 for constructing retaining wall, the back-fill materials 42 such as cobble stones, gravels and crusher runs are filled so as to construct the retaining wall 10.
  • numeral 44 indicates a slope enbankment.
  • all the blocks A which are vertically stacked with each other are integrally connected with the footing foundation 12 made of steel bar reinforced concrete and the leaning force of the respective stacked block A for constructing retaining wall acts on the slope surface of the cut slope and resists the earth pressure and because of this leaning force, the retaining wall having a height far higher than the height of the retaining wall which is vertically constructed.
  • the width of the front and rear portions of the front foot portion 32 is made greater than the width of the front and rear portions of the rear foot portions 34. Due to such a construction, the footing foundation 12 made of steel bar reinforced concrete can increase the rigidity in a transverse direction so that the footing foundation 12 can remarkably increase the resisting force, namely, the resisting moment against the turn down moment.
  • the above-mentioned footing foundation 12 made of steel bar reinforced concrete is provided with a protruding protrusion 36 on the bottom surface thereof and a stepped down foundation 38 at the toe portion thereof. Accordingly, even at the site where the earth pressure is large, the slide movement of the footing foundation 12 made of steel bar reinforced concrete can be prevented. Especially, the slide movement preventing effect of the stepped down foundation 38 is remarkable.
  • the backfill material such as the cobble stones, the gravels and the crusher runs are filled in the backfill material in the space so as to save the construction cost.
  • the block comprises a front wall and a counterfort protruded from the back side of the front wall, and the counterfort is divided mainly by a plurality of partition walls so as to form a plurality of reinforcing steel bar inserting holes each of which has upper and lower ends thereof open-ended, and each reinforcing steel bar inserting hole which is disposed in a front wall side from a position assumed to be a neutral face of a bending stress caused by an outer force acting on the block in a direction toward the front wall side from the counterfort side is a tapered hole increasing the cross-section from the upper opening to the lower opening thereof, and each reinforcing steel bar inserting hole disposed in the rear end side from the neutral face is an inverse-tapered hole having a cross-section become greater from the lower opening to the upper opening.
  • the above-mentioned blocks for constructing retaining wall are stacked on the upper surface of the footing foundation made of steel bar reinforced concrete, and the anchoring steel bars which protrude from the footing foundation and the connecting steel bars are inserted into the steel bar inserting holes which are vertically aligned with each other, and the filler is filled in the steel bar inserting holes to construct the retaining wall.
  • the hardened filler is prevented from sliding relative to the steel bar inserting hole and the rigidity of the junction where the abutting surfaces of the blocks for constructing retaining wall merge is increased to provide the rigid body integrally formed with the foundation and the retaining wall meets the various constructional requirements including excellent section modulus so that the retaining wall has a height greater than the maximum height of the conventional retaining wall structure.
  • each reinforcing steel bar inserting hole formed in the counterfort may be provided with a trumpet-shaped tapered face at the upper and the lower ends thereof. Accordingly, when these blocks for constructing retaining wall are stacked so as to construct the retaining wall, the amount of filler filled in the junctions where steel bar inserting holes are merged can be increased so that the anchoring steel bars and the connecting bars can be covered with a proper amount of covering of filler thus reinforcing the strength of the constructed retaining wall structure while increasing the rigidity of the junctions where blocks are merged with each other.
  • the retaining wall structure comprises a plurality of blocks for constructing a retaining wall, and each block comprises a front wall and a counterfort protruded from the back side of the front wall, and the counterfort is divided mainly by a plurality of partition walls so as to form a plurality of reinforcing steel bar inserting holes each of which has upper and lower ends thereof open-ended, and each reinforcing steel bar inserting hole which is disposed in a front wall side from a position assumed to be a neutral face of a bending stress caused by an outer force acting on the block in a direction toward the front wall side from the counterfort side is a tapered hole increasing the cross-section from the upper opening to the lower opening thereof, and each reinforcing steel bar inserting hole disposed in the rear end side from the neutral plane is an inverse-tapered hole having a cross-section become greater from the lower opening to the upper opening, and the blocks for constructing retaining wall are stacked on
  • the filler In the steel bar inserting holes at the front wall side from the neutral plane, the filler is filled in the aligned downwardly widened tapered holes to form the steel bar reinforced concrete pillar which is merged with the footing foundation, while in the steel bar inserting holes at the counterfort side from the neutral plane, the filler is filled in the aligned upwardly widened tapered holes to form the steel bar reinforced concrete pillar which is merged with the footing foundation.
  • the retaining structure having strong rigidity can be economically constructed.
  • the blocks for constructing retaining wall includes a plurality kinds of blocks which are different in the length of counterfort, and the blocks for constructing retaining wall having the greatest counterfort length are stacked on the upper surface of the steel bar reinforced concrete footing foundation and the blocks for constructing retaining wall having the shorter counterfort length are sequentially stacked so as to form the retaining wall structure which exhibit a stepped ladder shaped rear view.
  • the filler is filled in the upwardly widened steel bar reinforcing holes which are aligned with each other to build up the steel bar reinforced concrete pillar made of a plurality of steel bar reinforced inversely tapered concrete struts on the footing foundation and the retaining wall structure having a sufficient rigidity against the earth pressure which gradually increases from the upper layer to the lower layer thus enabling the construction of the retaining wall structure having a height exceeding several tens of meters.
  • the footing foundation made of steel bar reinforced concrete comprises a front foot portion, a rear foot portion which is connected to the rear end of the front portion and has a slope face inclined downwardly from the front portion to the rear portion and a slippage preventing protrusion formed on the bottom surface of the foundation, and the front portion forms a stepped down foundation at a toe portion, and the blocks for constructing retaining wall are stacked on the slope face of rear foot portion in such a manner that the blocks for constructing retaining wall are stacked with an enbankment ingredient approximately similar to the slope ingredient of the cut slope of the retaining wall construction site.
  • the backfill concrete is filled in the back side of the blocks for constructing retaining wall so that the retaining wall which is integrally connected with the footing foundation made of steel bar reinforced concrete is constructed and such retaining wall has an excellent section modulus to provide the retaining wall structure having a height higher than the conventional retaining wall structure.

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Claims (5)

  1. Stein zum Bau einer Stützmauer (A), wobei
    der Stein (A) eine Vorderwand (14) und einen von der Rückseite der Vorderwand (14) abstehenden Gegenpfeiler (16) aufweist, und
    der Gegenpfeiler (16) im wesentlichen durch mehrere Trennwände (21) unterteilt ist, so daß mehrere Verstärkungsstahl-stangen-Einsatzlöcher (22) darin gebildet sind, von denen jedes offene obere und untere Enden aufweist,
    dadurch gekennzeichnet, daß:
    jedes Verstärkungstahlstangen-Einsatzloch, das in einer Vorderwandseite von einer Position angeordnet ist, die als neutrale Ebene (N-N) einer Biegespannung angesehen ist, die durch eine von außen von dem Gegenpfeiler (16) in Richtung auf die Vorderwand (14) auf den Stein (A) wirkende Kraft hervorgerufen wird, ein konisches Loch (26) ist, dessen Querschnitt sich von der oberen Öffnung zu der unteren Öffnung hin vergrößert, und
    jedes von der neutralen Ebene (N-N) aus auf der Rückseite angeordnete Verstärkungsstahlstangen-Einsatzloch ein invers konisches Loch (22) ist, dessen Querschnitt sich von der unteren Öffnung zu der oberen Öffnung hin vergrößert.
  2. Stein zum Bau einer Stützmauer nach Anspruch 1, wobei jedes Verstärkungsstahlstangen-Einsatzloch (22) an den oberen und unteren Enden mit einer trompetenförmigen konischen Fläche (28) versehen ist.
  3. Stützbauwerk mit mehreren Steinen zum Bau einer Stützmauer nach Anspruch 1 oder 2, wobei
    wobei die Steine (A) zum Bau einer Stützmauer auf der Oberfläche eines stahlstangenbewehrten Betonfundaments (12) derart gestapelt sind, daß jedes Verstärkungsstahlstangen-Einsatzloch (22, 26) vertikal mit dem Verstärkungsstahlstangen-Einsatzloch (22, 26) in den oberen und unteren Schichten gefluchtet ist,
    mehrere von dem stahlstangenbewehrten Betonfundament abstehende Verankerungsstahlstangen (18) und mehrere Verbindungsstahlstangen (20), die für die Verbindung der auf dem Fundament eingesetzten Steine verwendet werden, in den Verstärkungsstahlstangen-Einsatzlöchern (22, 26) verbunden sind, und ein Füllmaterial (M) in die Verstärkungsstahlstangen-Einsatzlöcher gefüllt wird, so daß die Steine (A) zum Bau der Stützmauer fest miteinander verbunden sind.
  4. Stützbauwerk nach Anspruch 3, wobei
    die Steine zum Bau einer Stützmauer mehrere Arten von Steinen aufweisen, die sich in der Länge der Gegenpfeiler (16) voneinander unterscheiden,
    die Steine (A1) zum Bau einer Stützmauer mit der größten Gegenpfeilerlänge auf der Oberfläche des stahlstangenbewehrten Fundaments (12) gestapelt sind und die Steine (A2, A3, A4) zum Bau einer Stützmauer mit der kleineren Gegenpfeilerlänge regelmäßig gestapelt sind, so daß das Stützbauwerk gebildet wird, das eine stufenleiterförmige Rückansicht aufweist.
  5. Stützbauwerk nach Anspruch 3 oder 4, wobei
    das stahlstangenbewehrte Betonfundament (12) einen vorderen Fußteil (32), einen hinteren Fußteil (34), der mit der Rückseite des vorderen Teils (32) verbunden ist, und eine schräge Fläche, die von dem vorderen Teil zum hinteren Teil nach unten geneigt ist, aufweist, sowie einen rutschverhindernden Überstand (36) auf der unteren Fläche des Fundaments aufweist, und
    der vordere Teil (32) ein nach unten abgestuftes Fundament (38) an einem Basisbereich bildet,
    die Steine (A) zum Bau einer Stützmauer auf der schrägen Fläche des hinteren Teils derart gestapelt sind, daß die Steine zum Bau einer Stützmauer mit einem Böschungswinkel gestapelt werden, der dem Neigungswinkel einer geschnittenen Böschung an der Stützmauerbaustelle ähnlich ist, und
    Füllbeton (40) in die Rückseite der Steine zum Bau einer Stützmauer, die auf die oben beschriebene Weise vom oberen Teil einer Endplatte des hinteren Fußbereiches (34) gestapelt sind, gefüllt wird.
EP19950400635 1995-03-22 1995-03-22 Böschungsstein für eine Schützmauer und ein Schützbauwerk Expired - Lifetime EP0733741B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP19950400635 EP0733741B1 (de) 1995-03-22 1995-03-22 Böschungsstein für eine Schützmauer und ein Schützbauwerk
ES95400635T ES2138159T3 (es) 1995-03-22 1995-03-22 Bloques para construir muros de contencion y una estructura de un muro de contencion construido.
DE69512634T DE69512634D1 (de) 1995-03-22 1995-03-22 Böschungsstein für eine Schützmauer und ein Schützbauwerk

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP19950400635 EP0733741B1 (de) 1995-03-22 1995-03-22 Böschungsstein für eine Schützmauer und ein Schützbauwerk

Publications (2)

Publication Number Publication Date
EP0733741A1 EP0733741A1 (de) 1996-09-25
EP0733741B1 true EP0733741B1 (de) 1999-10-06

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EP19950400635 Expired - Lifetime EP0733741B1 (de) 1995-03-22 1995-03-22 Böschungsstein für eine Schützmauer und ein Schützbauwerk

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EP (1) EP0733741B1 (de)
DE (1) DE69512634D1 (de)
ES (1) ES2138159T3 (de)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100408348B1 (ko) * 2000-12-28 2003-12-06 (주)종합건축사 사무소 담 옹벽의 시공 방법
JP6332861B2 (ja) * 2013-10-12 2018-05-30 合同会社バリュー 型枠支持具
CN103572779A (zh) * 2013-11-14 2014-02-12 彭康 一种用于井下充填的复合挡墙
CN113152494B (zh) * 2021-05-14 2022-09-13 中国水利水电科学研究院 装配式预应力消能挡墙结构及土滑坡的快速修复的方法

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1909539A (en) * 1931-11-14 1933-05-16 Massey Concrete Products Corp Cribbing
CH245930A (de) * 1944-12-22 1946-12-15 Leemann Edwin Pressbeton-Bauverfahren zur Herstellung von Baukonstruktionen unter Wasser.
JPS6015776B2 (ja) * 1981-04-23 1985-04-22 富司 小山 コンクリ−ト壁の構築方法
JPS60133121A (ja) * 1983-12-21 1985-07-16 Haneda Concrete Kogyo Kk 井桁組擁壁の施工法
JPS60192030A (ja) * 1985-01-25 1985-09-30 Akamine Yuko 鉄筋コンクリ−ト擁壁用積みブロツク
JP3111331B2 (ja) * 1992-07-28 2000-11-20 有限会社マス構造企画 擁壁用ブロック及び擁壁の構築構造

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ES2138159T3 (es) 2000-01-01
EP0733741A1 (de) 1996-09-25
DE69512634D1 (de) 1999-11-11

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