GB2105383A - L-shaped concrete block and method for constructing a retaining wall by such L-shaped concrete blocks - Google Patents

Abstract

A block for constructing a retaining wall having a front wall portion (2) of a rectangular shape, a rear retaining portion (3) extending rearwardly and perpendicularly from the front wall portion and a gnarl-like uniting portion (4) integrally formed at the distal end of the rear retaining portion (3). The block is further provided with vertical elongated holes (5, 6) through which reinforcing bars pass at a position where the front wall portion and the rear retaining portion merge and in the gnarl-like uniting portion (4). Due to such construction, when the blocks are stacked up in rows and the soil for land creation is charged in the spaces, each of which is defined by the front wall portion, the rear retaining portions and the gnarl- like uniting portion to form a retaining wall, such retaining wall can show increased integrity and stability against earthquakes, vibrations or flood disasters. <IMAGE>

Description

SPECIFICATION L-shaped concrete block and method for constructing a retaining wall by such L-shaped concrete blocks This invention relates to concrete blocks used for constructing readily and inexpensively a firm retaining wall structure available for the creation of bulkhead, road or river or the preparation of housing site.

Conventionally, the retaining wall structures served for the above purpose were mainly constructed by the "support method". However, the utilization of concrete blocks is considered not suitable for constructing the retaining wall in such method since the wall must withstand the earthquake, the vibration or flood disaster while maintaining the almost upright or vertical front wall surface relative to the ground. Therefore, in general, at least the major part of the retaining wall has been constructed by an integral one-plate concrete structure, thus necessitating a costly construction.

Accordingly, it is an object of the present invention to provide L-shaped concrete blocks which can construct a retaining wall structure which can be firmly united with the created land, and thereby can sufficiently withstand the earthquake or the flood disaster.

It is another object of the present invention to provide a method for efficiently constructing a retaining wall structure by such L-shaped concrete blocks.

In summary, the present invention discloses an L-shaped concrete block comprising a vertical front wall portion consisting of a rectangular plate, the front wall having at least one vertical elongated hole through which at least one reinforcing bar passes, a vertical rear retaining portion extending rearwardly and perpendicularly from the front wall portion, the rear retaining portion having the proximal end thereof integrally connected to the rear surface of the front wall portion at a position approximately one fourth of a width apart from one end of the front wall portion, and a vertical gnarl-like uniting portion integrally formed at the distal end of the rear retaining portion, the gnarl-like uniting portion being provided with a vertical elongated hole through which a reinforcing bar passes.

The present invention also discloses a method for constructing a retaining wall by a plurality of L-shaped concrete blocks, comprising preparing a plurality of the L-shaped concrete blocks, each L-shaped concrete block comprising i) a vertical front wall portion consisting of a rectangular plate, the front wall being provided with at least one vertical elongated hole through which reinforcing bar passes, ii) a vertical rear retaining portion extending rearwardly and perpendicularly from the front wall portion, the rear retaining portion, having the proximal end thereof integrally connected to the rear surface of the front wall portion at a position approximately one fourth of a width apart from one side of the front wall portion, and iii) a vertical gnarl-like uniting portion integrally formed at the distal end of the rear retaining portion, the gnarl-like uniting portion being provided with a vertical elongated hole through which a reinforcing bar passes, mounting a plurality of the vertical reinforcing bars firmly and at a predetermined pitch on a concrete foundation, arranging and stacking several rows of the L-shaped concrete blocks on the foundation by making the reinforcing bars to pass through the vertical elongated holes of the L-shaped concrete blocks, the stacking being in a staggered pattern while alternately reversing the sides of the front wall portions of the L-shaped concrete blocks row after row, thus defining a vertical square space between each two vertical rear retaining portions, and filling up the land-creating soil into the vertical square space and solidifying the soil after the filling.

4. Brief Explanation of Drawings Fig. 1 is a plan view of an L-shaped concrete block of this invention.

Fig. 2 is a front view of the block.

Fig. 3 is a side view of the block.

Fig. 4a and Fig. 4b are plan views of spacer blocks.

Fig. 5a and Fig. 5b are front views of the blocks.

Fig. 6 is a plan view of a retaining wall structure constructed by the above blocks.

Fig. 7 is a front view of the retaining wall structure.

Fig. 8 is a plan view of an L-shaped concrete block of a first modification.

Fig. 9 is a front view of the block.

Fig. 10 is a side view of the block.

Fig. 11 is a plan view of a spacer block of a first modification.

Fig. 12 is a front view of the block.

Fig. 13 is a plan view of a retaining wall structure constructed by above blocks.

Fig. 14 is a front view of the retaining wall structure.

Fig. 1 5 is a plan view of an L-shaped concrete block of a second modification.

Fig. 1 6 is a front view of the block.

Fig. 1 7 is a side view of the block.

Fig. 1 8 is a plan view of a spacer block of this modification.

Fig. 1 9 is a front view of the spacer block.

Fig. 20 is a side view of the spacer block.

Fig. 21 is a plan view of a retaining wall structure constructed by the above-mentioned blocks.

Fig. 22 is a front view of the retaining wall structure.

Fig. 23 is a cross-sectional view of the retaining wall structure taken along the line I-I of Fig. 22.

Fig. 24 is a schematic view of a retaining wall structure of a third modification.

5. Detailed Description of Disclosure The L-shaped concrete block for constructing a retaining wall of the present invention is hereinafter disclosed in details in conjunction with attached drawings.

In the drawings, numeral 1 indicates an L-shaped concrete block preferably provided with reinforcing ribs therein. The block 1 substantially comprises a vertical front wall portion 2 having a rectangular-plate-like shape, a vertical rear retaining portion 3 which extends rearwardly and perpendicularly from the front wall portion 2 and a vertical gnarl-like uniting portion 4 which is formed at the distal end of the vertical rear retaining portion 3. In the above construction, the vertical front wall portion 2 may preferably be provided with a rectangular brim on the front surface thereof for an ornamental purpose.The rear retaining portion 2 has the proximal end thereof integrally connected to the rear surface of the front wall portion 2 at a position approximately one fourth of a width apart from one side of the front wall portion 2, thus forming an L-shaped along with the vertical front wall portion 2.

The gnarl-like uniting portion 4 has a spade-like shape comprising a sharp peak end 9 and a pair of symmetrical slippage resisting surfaces 8, wherein the sharp peak end 9 promotes the smooth and firm extension of the gnarl-like uniting portion 4 into the created land along with the rear retaining portion 3, while the slippage resisting surfaces 8 prevent the separation of the gnarl-like uniting portions 8 from created land in a direction toward the front wall portion 2.The L-shaped concrete block 1 of this invention is also provided with a plurality of vertical elongated holes 5, 6 and 7 through which vertical reinforcing bars 1 3 pass, wherein a first vertical elongated hole 5 is formed in the front wall portion 2 at a position where the rear retaining portion 3 abuts to the front wall portion 2, a second vertical elongated hole 6 is formed in the gnarl-like uniting portion 4, and a third vertical elongated hole 7 may be, as shown in Fig. 8 and Fig. 10, formed in the front wall portion 2 at a position laterally symmetrical to the position where the first vertical elongated hole 5 is formed. The L-shaped concrete block 1 of this invention is further provided with a protrusion 10 and a recess 11 at respective lateral sides of the front wall portion 2.However, when the third vertical elongated hole 7 is formed in the front wall portion 2, the provisions 10, 11 may be unnecessitated from respective sides 1 2 of the front wall portion 2 as shown in Fig. 8 and Fig. 10.

Blocks shown in Fig. 4a, Fig. 4b, Fig. Sa, Fig. 5b are spacer blocks used for constructing a retaining wall structure shown in Fig. 7, while blocks shown in Fig. 11 and Fig. 12 are spacer blocks used for constructing a retaining wall structure shown in Fig. 14.

The L-shaped concrete block 1 may preferably have a weight of approximately more than 200 kg per a block. The front wall portion 2 may preferably have the width thereof determined about 2.5 to 3 times greater than the height thereof, while the length of the rear retaining portion 3 including the gnarl-like uniting portion 4 should preferably be substantially equal to the width of the front wall portion 2. Of course, it is possible to prolong or shorten the length of the rear retaining portion 3 relative to the width of the front wall portion 2. It is also preferable to make the volume of the gnarl-like uniting portion 4 substantially equal to the proximal end of the rear retaining portion 4.

The manner in which the retaining wall structure according to this invention is constructed by the above-mentioned L-shaped blocks is described hereinafter in conjunction with the one embodiment shown in the attached drawings Fig. 6 and Fig. 7.

In this embodiment, the L-shaped block used had following particulars, (1) block height: 50 cm (2) width of front wall portion: 125 cm (3) thickness of front wall portion and rear retaining portion: 13 cm (4) diameter and the total weight of embedded reinforcing ribs: 9 mm x about 5 kg (5) weight per a block: about 380 kg.

Such blocks 1 were employed for constructing a retaining wall structure of a vertical upright front wall necessary for the expansion of the width of a local road by 2 m.

First of all, the ground on which the retaining wall is to be constructed was levelled.

Subsequently, a concrete base or foundation having a desired thickness was formed.

Simultaneous with the above base forming operation, a desired number of vertical elongated reinforcing bars 13 were stood on the foundation in a predetermined lateral pitch by making the lower ends of the reinforcing bars 1 3 embedded into the foundation. It is needless to say that these reinforcing bars 13 were arranged such that they came into alignment with the vertical elongated holes 5, 6 formed in the L-shaped concrete blocks 1 of this invention. Then the first (lowest) row of the L-shaped concrete blocks 1 were mounted on the foundation by making the reinforcing bars 13 to pass through the elongated vertical holes 5, 6 while engaging the protrusions 10 of the front wall portions 2 with the recess 11 of the neighboring front wall portions 2.

The slurry-like concrete was fed into the vertical elongated holes 5, 6 so as to firmly and integrally unite all the L-shaped concrete blocks 1 of the first row. Few days later, after the concrete was completely solidified, the soil for road creation was charged into each space defined by the front wall portion 2, the rear retaining portions 3 and the gnarl-like uniting portion 4 while assuring necessary drainages.

It is preferable to supply water into the charged soil after the soil charging operation to increase the density of the soil thereby promoting the uniting of the rear retaining portion 3 and the gnarl-like uniting portion 4 with the charged soil.

However, if the watering is not available, the entire upper surface of the charged soil may be stamped by any suitable stamping device.

Subsequently, second row of L-shaped concrete blocks 1 were stacked on the first row by passing the reinforcing bars 13 to pass through the vertical elongated holes 5, 6 of the L-shaped concrete blocks wherein the L-shaped concrete blocks of the second row have the sides of the front wall portions 2 reversed relative to the sides of the front wall portions 2 of the L-shaped concrete blocks of the first row. However, in this staggered stacking operation, the rear retaining portion 3, the gnarl-like uniting portion 4 and the elongated vertical holes 5, 6 of L-shaped concrete blocks of the second row all came into vertical alignment with those of the L-shaped concrete blocks of the first row.Thereby a space defined by the front wall portion 2, the rear retaining portion 3 and the gnarl-like uniting portion 4 of the blocks of the second row could communicate with the above mentioned space defined by the corresponding elements of the blocks of the first row. After stacking operation, the slurry-like concrete was fed into the vertical elongated holes 5, 6 of the blocks 1 of the second row, subsequently the soil for road creation was fed into the spaces of the second row, and finally the charged soil was solidified by a suitable means.

In this manner, several rows of L-shaped concrete blocks were stacked in a staggered pattern until the retaining wall obtained the desired wall height. Suitable ballast or gravels were provided on the uppermost surface of the charged soil. Then the road roller having a considerable weight was driven on the gravels or ballast so as to further promote the solidification of the charged soil and the uniting of the rear retaining column (consisting of a plurality of rear retaining portions) and of the gnarl-like uniting column (consisting of a plurality of gnarl-like uniting portions) with the solidified charged soil.

Finally, the pavement was effected on the gravels or ballasts, thus completing the road creating operation.

Although the retaining wall discussed heretofore has an upright vertical front wall, such retaining wall can have the stability so long as the height of the retaining wall falls within the 1.6 times of the length of the rear retaining portion 3 and the gnarl-like portion 4. Accordingly, when the ratio between the above height and the length exceeds the above value, it is preferable to impart a slight incline to the retaining wall to increase the stability of the retaining wall.

In Fig. 13 and Fig. 14, a first modification of the L-shaped concrete blocks 1 is disclosed.

The modification is substantially characterized by replacing the protrusion 10 and the recess 11 of the front wall portion 2 with the vertical elongated hole 7 formed in the front wall portion at a position symmetrical to the position of the vertical elongated hole 5. Due to such provision 7, the L-shaped concrete blocks arranged and stacked in rows can be firmly united horizontally as well as vertically thus providing the firm retaining wall structure.

A second modification is shown in Fig. 1 5 to Fig. 23, wherein the improvement is characterized in that the vertical front wall portion 2, the vertical rear retaining portion 3, the vertical gnarl-like uniting portion 4 and the vertical elongated holes 5, 6 all have a predetermined incline by making upper ends thereof inclined rearwardly. The L-shaped concrete blocks of this modification is especially useful in constructing a retaining wall having a desired incline. In the drawings, numeral 14 indicates a drainage and numeral 1 5 indicates gravels for drainage.

A third modification is shown in Fig. 24, wherein the improvement is characterized in that the retaining wall structure disclosed heretofore is further reinforced by the provision of an elongated horizontal pile 16 placed underground. Such pile 1 6 is disposed parallel to and at the rear of the stacked L-shaped blocks 1 and is tightly connected with vertical elongated reinforcing bars 13 which pass through the vertical elongated holes 5, 6 of the L-shaped concrete blocks by means of tension bolts 1 7 and turnbuckles 18.

Claims (4)

1. L-shaped concrete block comprising: 1) a vertical front wall portion consisting of a rectangular plate, said front wall having at least one vertical elongated hole through which at least one reinforcing bar passes, 2) a vertical rear retaining portion extending rearwardly and perpendicularly from said front wall portion, said rear retaining portion having the proximal end thereof integrally connected to the rear surface of said front wall portion at a position approximately one fourth of a width apart from one side of said front wall portion, and 3) a vertical gnarl-like uniting portion integrally formed at the distal end of said rear retaining portion, said gnarl-like uniting portion being provided with a vertical elongated hole through which a reinforcing bar passes.

2. L-shaped concrete block according to claim 1 , wherein said vertical front wall portion, said vertical rear retaining portion, said vertical gnarl-like uniting portion and said vertical elongated holes all having a predetermined incline by making upper portions thereof inclined rearwardly.

3. Method for constructing a retaining wall by a plurality of L-shaped concrete blocks, comprising 1) preparing a plurality of said L-shaped concrete blocks, said each L-shaped concrete block comprising i) a vertical front wall portion consisting of a rectangular plate, said front wall being provided with at least one vertical elongated hole through which a reinforcing bar passes, ii) a vertical rear retaining portion extending rearwardly and perpendicularly from said front wall portion, said rear retaining portion having the proximal end thereof integrally connected to the rear surface of said front wall portion at a position approximately one fourth of a width apart from one side of said front wall portion, and iii) a vertical gnarl-like uniting portion integrally formed at the distal end of said rear retaining portion, said gnarl-like uniting portion being provided with a vertical elongated hole through which a reinforcing bar passes, 2) mounting a plurality of said reinforcing bars firmly and in a parallely spaced apart manner on a concrete foundation, 3) arranging and stacking several rows of said L-shaped concrete blocks on said foundation by making said reinforcing bars to pass through said vertical elongated holes of said L-shaped concrete blocks, said stacking being in a staggered pattern while alternately reversing the sides of said front wall portions of said L-shaped concrete blocks row after row, thus defining a vertical square space between each two vertical rear retaining portions, and 4) filling up the land-creating soil into said vertical square space and solidifying said soil after said filling.

4. Method for constructing a retaining wall by a plurality of L-shaped concrete blocks, comprising 1) preparing a plurality of said L-shaped concrete blocks, said each L-shaped concrete block comprising i) a vertical front wall portion consisting of a rectangular plate, said front wall being provided with at least one vertical elongated hole through which a reinforcing bar passes, ii) a vertical rear retaining portion extending rearwardly and perpendicularly from said front wail portion, said rear retaining portion having the proximal end thereof integrally connected to the rear surface of said front wall portion at a position approximately one fourth of a width apart from one end of said front wall portion, and iii) a vertical gnarl-like uniting portion integrally formed at the distal end of said rear retaining portion, said gnarl-like uniting portion being provided with a vertical elongated hole through which a reinforcing bar passes, 2) mounting a plurality of said reinforcing bars firmly and in a parallely spaced apart manner on a concrete foundation, 3) arranging and stacking several rows of said L-shaped concrete blocks on said foundation by making said reinforcing bars to pass through said vertical elongated holes of said L-shaped concrete blocks, said stacking being in a staggered pattern while alternately reversing the sides of said front wall portions of said L-shaped concrete blocks row after row, thus defining a vertical square space between each two vertical rear retaining portions, 4) filling up the land-creating soil into said vertical square space and solidifying said soil after said filling, 5) placing an elongated horizontal pile underground, said pile disposed parallely at the rear of said stacked L-shaped blocks, and 6) tightly connecting said pile and said vertical elongated reinforcing bars disposed in said vertical elongated holes.