CN203049612U - Novel retaining wall built by high shearing strength building blocks in staggered mode - Google Patents
Novel retaining wall built by high shearing strength building blocks in staggered mode Download PDFInfo
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- CN203049612U CN203049612U CN 201220747927 CN201220747927U CN203049612U CN 203049612 U CN203049612 U CN 203049612U CN 201220747927 CN201220747927 CN 201220747927 CN 201220747927 U CN201220747927 U CN 201220747927U CN 203049612 U CN203049612 U CN 203049612U
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- evagination
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Abstract
The utility model relates to a novel retaining wall built by high shearing strength building blocks in a staggered mode. The building blocks of the retaining wall comprise concave building blocks and convex building blocks which are in an octagonal cylinder shape. Symmetrical octagonal grooves are arranged both in the top faces and the bottom faces of the concave building blocks, the top face and the bottom face of each convex building block are respectively and symmetrically provided with four hexagonal protrusions, the concave building blocks and the convex building blocks are arrayed to be in an upper layer and in a lower layer, the four hexagonal protrusions on the bottom face of each convex building block in the upper layer are inserted into the octagonal grooves of four adjacent concave building blocks in the lower layer to be mutually locked, and square holes are formed both in the centers of the concave building blocks and the centers of the convex building blocks. Compared with the prior art, the novel retaining wall built by the high shearing strength building blocks has the advantages of being high in shearing strength, simple in operation, safe, reliable, high in feasibility and the like.
Description
Technical field
The utility model belongs to the Foundation Design construction field, is specifically related to a kind of new type block of the wrong row's interlocking of novel barricade octagon interlayer of high shear strength, is applicable to the grouting arrangement of reinforcement, and this invention is simple to operate, safe and reliable, the feasibility height.
Background technology
Country's 12 plans have proposed concrete requirement to the development of national highway and capital construction, the development highway will run into the problem that solves all kinds of road slopes unavoidablely, add that other construction projects such as foundation ditch, river course go along with sb. to guard him etc., all quality, function and the ecological property of barricade are had higher requirement.Gravity retaining wall refers to the retaining wall that relies on wall body deadweight opposing soil body lateral pressure.Gravity retaining wall available block stone, slabstone, concrete precast block be as masonry, or adopt sheet stone concrete, concrete to carry out monobloc cast.Its advantage is to gather materials on the spot, easy construction, good economical benefit.Multidirectional stressed new type block form and the building method of the wrong row's interlocking of interlayer proposes, existing hexagon honeycomb building block is designed, structure and ecological performance that it is outstanding are noticeable, but for the retaining wall that highly surpasses 10m, the simple drystone form of building by laying bricks or stones of honeycomb building block of using is difficult to reach stability requirement, if with the building block of reinforcement honeycomb, reinforcement hole place will influence the whole splicing of honeycomb building block performance.
Summary of the invention
The purpose of this utility model is exactly to provide a kind of height restriction that is not subjected to for the defective that overcomes above-mentioned prior art existence, can establish the novel barricade of the high shear strength of reinforcing rib.
The purpose of this utility model can be achieved through the following technical solutions: the novel barricade that a kind of high shear strength building block staggered floor is built by laying bricks or stones, it is characterized in that, this barricade by indent building block and evagination building block layer by layer interfolded form, each layer is placed with a kind of building block, described indent building block and evagination building block are the octagonal cylinder shape that mates interlocking mutually, and be equipped with square aperture in indent building block and evagination building block center, form the through hole that can be used as fill orifice by the indent building block of band square aperture and the barricade of evagination concrete block masonry.
It is recessed that the end face middle part of described indent building block octagonal cylinder is 70 ° of directions of perpendicular line, forms the limit ridge of trapezoid platform with a right ang shape, and the recessed portion center has square aperture, and square size dimension is with the octagon length of side; The indent building block is symmetry up and down.
Respectively there is a hexagon projection in four bights that described evagination building block octagonal cylinder is separated by, and same and its end face vertical line is 70 ° of direction incisions, form the bossing of outer narrow inner width, just can bond with indent building block recessed portion; Described evagination building block center has the square aperture with indent building block center square aperture equidimension, and the length of side still equals the octagon length of side; The evagination building block is symmetry up and down.
Described barricade is formed by indent building block and evagination building block interfolded, each layer is placed with a kind of building block, an evagination building block is placed in per four indent building blocks top, an indent building block is placed in per four evagination building blocks top, form 1 pair 4 mechanical connection, four indent building blocks surround a square space, this square space is corresponding with the square aperture at the evagination building block center that arranges on it, after barricade is built by laying bricks or stones and is finished, formation can be used as the through hole of grout hole, insert reinforcing bar and concrete perfusion in this through hole, perhaps a concrete perfusion does not insert reinforcing bar.
Compared with prior art, the utility model has following technical characterstic:
1, it is synthetic whole with building block that the wrong row's form of interlayer is utilized the locking of female parts and evagination part, and mechanical connection plays good shearing resistance effect.
2, compared to the interlocking building block of other shapes, because the natural arrangement of reinforcement through hole of enclosing makes it under the prerequisite that does not weaken building block monolithic integrity of shape, masonry globality and anti-side ability significantly improve, applicable to the wall-retaining structure that highly is higher than 10m.
3, novel bearing type retaining wall block can be used for not having in mortar drystone masonry, no-reinforcing-bar grouting masonry and three kinds of masonry forms of reinforced masonry.
4, blocks shape is succinct, has huge expanding space, and production, easy making process can be used for batch production production.
5, design from kayser, self-align shape, masonry way is simple, quick construction.
6, uneven facade, handsome in appearance, the personnel of being beneficial to climb and realize saving oneself.
7, the indent building block can be planted flowers and plants, forms ecological barricade, and does not need to hang in addition flowerpot.
Description of drawings
Fig. 1 is the utility model indent master building block schematic diagram;
Fig. 2 is the utility model evagination master building block schematic diagram;
Fig. 3 is the utility model assembling schematic diagram;
Fig. 4 is the utility model arrangement of reinforcement schematic diagram.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is elaborated.
Embodiment 1
Shown in Fig. 1-4, the novel barricade that a kind of high shear strength building block staggered floor is built by laying bricks or stones, this building block comprises indent building block 1 and the evagination building block 2 that is the octagonal cylinder shape, the cross section of described indent building block is the octagon shape, its center is provided with square aperture 11, and the length of side of this square aperture 11 is identical with the octagon length of side; Described evagination building block 2 centers are provided with square aperture 21, with square aperture 11 equal and opposite in directions at indent building block center.
The top of described indent building block 1 is provided with octagonal indentations 12, and these octagonal indentations 12 each bar limits are parallel with each bar limit of indent building block, is with 70 ° of directions of vertical line are recessed by indent building block end face to form, and reserves the limit ridge of outer narrow inner width.Indent building block end face and bottom surface symmetry.
Four bights that described evagination building block 2 octagonal cylinder tops are separated by, a hexagon projection 22 is respectively arranged, be 70 ° of direction incisions by evagination building block end face and end face vertical line, form the hexagon projection 22 of outer narrow inner width, this hexagon projection is bonded with indent building block recessed portion.Evagination building block end face and bottom surface symmetry.
Described indent building block and evagination building block interfolded, each layer is placed with a kind of building block, and an evagination building block interlocking is placed in per four indent building blocks top, and an indent building block interlocking is placed in per four evagination building blocks top, forms 1 pair 4 mechanical connection,
Four indent building blocks surround a square space, this square space is corresponding with the square aperture at the evagination building block center that arranges on it, after barricade is built by laying bricks or stones and finished, forms the through hole that can be used as grout hole, insert reinforcing bar 3 and concrete perfusion, perhaps a concrete perfusion does not insert reinforcing bar.
To disclose as above than example, so it is not in order to limit the utility model to the utility model.Have in the technical field under the utility model and know the knowledgeable usually, in not breaking away from spirit and scope of the present utility model, when being used for a variety of modifications and variations.Therefore, the utility model is not limited to above-mentioned example, and those skilled in the art are according to announcement of the present utility model, and not breaking away from the improvement that category of the present utility model makes and revise all should be within protection domain of the present utility model.
Claims (4)
1. one kind high novel barricade that shear strength building block staggered floor is built by laying bricks or stones, it is characterized in that, this barricade by indent building block and evagination building block layer by layer interfolded form, each layer is placed with a kind of building block, described indent building block and evagination building block are the octagonal cylinder shape that mates interlocking mutually, and be equipped with square aperture in indent building block and evagination building block center, form the through hole that can be used as fill orifice by the indent building block of band square aperture and the barricade of evagination concrete block masonry.
2. a kind of high shear strength building block staggered floor according to claim 1 novel barricade of building by laying bricks or stones, it is characterized in that, it is recessed that the end face middle part of described indent building block octagonal cylinder is 70 ° of directions of perpendicular line, form the limit ridge of trapezoid platform with a right ang shape, the recessed portion center has square aperture, and square size dimension is with the octagon length of side; The indent building block is symmetry up and down.
3. a kind of high shear strength building block staggered floor according to claim 1 novel barricade of building by laying bricks or stones, it is characterized in that, four bights that described evagination building block octagonal cylinder is separated by, a hexagon projection is respectively arranged, same and its end face vertical line is 70 ° of direction incisions, form the bossing of outer narrow inner width, just can bond with indent building block recessed portion; Described evagination building block center has the square aperture with indent building block center square aperture equidimension, and the length of side still equals the octagon length of side; The evagination building block is symmetry up and down.
4. a kind of high shear strength building block staggered floor according to claim 1 novel barricade of building by laying bricks or stones, it is characterized in that, described barricade is formed by indent building block and evagination building block interfolded, each layer is placed with a kind of building block, an evagination building block is placed in per four indent building blocks top, an indent building block is placed in per four evagination building blocks top, form 1 pair 4 mechanical connection, four indent building blocks surround a square space, this square space is corresponding with the square aperture at the evagination building block center that arranges on it, after barricade is built by laying bricks or stones and is finished, formation can be used as the through hole of grout hole, insert reinforcing bar and concrete perfusion in this through hole, perhaps a concrete perfusion does not insert reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220747927 CN203049612U (en) | 2012-12-30 | 2012-12-30 | Novel retaining wall built by high shearing strength building blocks in staggered mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220747927 CN203049612U (en) | 2012-12-30 | 2012-12-30 | Novel retaining wall built by high shearing strength building blocks in staggered mode |
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| Publication Number | Publication Date |
|---|---|
| CN203049612U true CN203049612U (en) | 2013-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220747927 Expired - Lifetime CN203049612U (en) | 2012-12-30 | 2012-12-30 | Novel retaining wall built by high shearing strength building blocks in staggered mode |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818731A (en) * | 2015-05-06 | 2015-08-05 | 安徽普氏生态环境工程有限公司 | Combined ecological retaining wall building block and construction technology thereof |
| CN111764742A (en) * | 2020-06-22 | 2020-10-13 | 三能集成房屋股份有限公司 | Building block connection structure and enclosure |
-
2012
- 2012-12-30 CN CN 201220747927 patent/CN203049612U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818731A (en) * | 2015-05-06 | 2015-08-05 | 安徽普氏生态环境工程有限公司 | Combined ecological retaining wall building block and construction technology thereof |
| CN111764742A (en) * | 2020-06-22 | 2020-10-13 | 三能集成房屋股份有限公司 | Building block connection structure and enclosure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130710 |
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| CX01 | Expiry of patent term |