CN106836274B - Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof - Google Patents
Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof Download PDFInfo
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- CN106836274B CN106836274B CN201710083561.6A CN201710083561A CN106836274B CN 106836274 B CN106836274 B CN 106836274B CN 201710083561 A CN201710083561 A CN 201710083561A CN 106836274 B CN106836274 B CN 106836274B
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- 239000004567 concrete Substances 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 239000002689 soil Substances 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000009331 sowing Methods 0.000 claims 2
- 239000004566 building material Substances 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 description 4
- 238000003912 environmental pollution Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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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
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
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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
- E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
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Abstract
The invention discloses a dry-piling type recycled concrete ecological retaining wall building block and a construction method thereof, wherein the building block is an integrated structure consisting of a building head, a building body and a building tail which are sequentially connected from left to right; the left part in the building head is provided with a full groove; the front side and the rear side of the building are provided with concave building head half grooves; the middle part of the building head is provided with a round hole; the front side and the rear side of the masonry body are provided with concave masonry body half grooves, and the upper part of the right side of the masonry tail is provided with a square convex block; reserved reinforcing steel bar holes are respectively arranged between the head half grooves and the body half grooves; the invention also relates to a construction process of the recycled concrete block. The invention is widely suitable for tall and big embankments or construction slope protection engineering, and has the characteristics of low cost, high utilization rate, convenient carrying and building, building material saving, easy construction and the like.
Description
Technical Field
The invention belongs to the technical field of civil engineering and water conservancy engineering, in particular relates to a dry-piling type recycled concrete ecological retaining wall building block and a construction method thereof, is a green, energy-saving and consumption-reducing recycled concrete building block, and is widely applicable to tall and big embankments or building slope protection engineering.
Background
At present, with the development of the building industry in China, the demand for cement and sand is more and more, a large amount of mountain mining and stone digging and sand washing are needed, and the ecological environment is seriously damaged. In addition, in recent years, high-quality natural aggregates in some areas of China are exhausted, and used materials need to be transported for a long distance from other places, so that the cost of building products is increased, and the environmental pollution is also increased. Meanwhile, the discharge amount of building wastes is increased day by day, the waste concrete accounts for about 30% -50%, and in order to realize energy conservation and emission reduction and increase the utilization rate of building wastes, the recycled concrete is more and more widely utilized. The recycled concrete has low cost, high utilization rate, higher strength, good heat insulation performance and no pollution to the environment, and is an ideal building block production raw material.
Meanwhile, in recent years, retaining walls are required to be adopted in many projects in China, but the retaining wall building blocks are heavy in weight and low in cost, and the project progress is influenced. And along with the enhancement of people's environmental awareness and economic strength, require more and more high to the bank protection building block function. The dry-base type recycled concrete ecological retaining wall building block is invented aiming at meeting the functional requirements of different hillside forms, convenience in pavement, environment beautification and the like.
Disclosure of Invention
The invention aims to provide an environment-friendly dry-barrier type recycled concrete ecological retaining wall building block. The problems of high cost, serious environmental pollution, low utilization rate of waste concrete, slow engineering progress and the like are solved, energy conservation and emission reduction are realized, different slope protection form conditions are met, and paving is convenient. Beautifying the environment and the like.
In order to achieve the above object, the proposed solution is: a dry-building type recycled concrete ecological retaining wall building block is an integral structure consisting of a building head (1), a building body (2) and a building tail (3) which are sequentially connected from left to right, and is characterized in that the overlooking projection of the building head (1) is in a regular octagon shape, the overlooking projection of the building body (2) is in a square shape, and the overlooking projection of the building tail (3) is in an isosceles trapezoid shape; the left part in the building head (1) is provided with a full groove (4), and the full groove (4) is a square through groove in the vertical direction; the front side and the rear side of the building head (1) are provided with concave building head half grooves (5); the middle part of the building head (1) is provided with a round hole (9); the front side and the rear side of the masonry body (2) are provided with concave masonry body half grooves (6), and the upper part of the right side of the masonry tail (3) is provided with a square convex block (7); reserved reinforcing steel bar holes (8) are respectively arranged between the head half grooves (5) and the body half grooves (6); the side length of the square convex block (7) is slightly smaller than that of the full groove (4); the adjacent building blocks are inverted end to end on the horizontal plane, and the building blocks are just matched and spliced.
Based on the dry-building type recycled concrete ecological retaining wall building block, the construction method comprises the following steps: the building blocks are firstly used for building in the horizontal direction, the head and the tail of the adjacent building blocks are inverted, the building blocks are matched and spliced, a layer is formed on the same horizontal plane, the dislocation of the building heads of the adjacent building blocks is limited by the building tail, the steel bars with proper length are selected according to the number and the span of the building blocks, the steel bars penetrate through the reserved steel bar holes (8) and a certain extending length is reserved, so that the building blocks can be bent and bound at the two sides of the building block group. Building blocks in the vertical direction, wherein the building blocks in the vertical direction are spliced in two modes: vertical splicing and inclined splicing; the vertical splicing is realized by utilizing the full groove (4) arranged on the building head (1) to be matched with the convex block (7) arranged on the building tail (3), and the upper building block group and the lower building block group are in staggered lap joint; the inclined splicing is realized by utilizing the convex blocks (7) arranged on the building tail (3) to be matched with the grooves formed by the building head half grooves (5) and the building body half grooves (6), and the upper building block group and the lower building block group are in staggered joint lap joint. And finally, circular holes, filling soil and vegetation seeds are distributed in the building blocks. Thereby increasing the gravity of the retaining wall and increasing the resistance of the retaining wall. The material is saved and the environment is beautified.
The vertical splicing construction steps are as follows:
1. the same building blocks are made of recycled aggregate concrete by using special moulds in factories.
2. Building the building blocks into a group, after the adjacent building blocks are turned upside down during building, the adjacent two building blocks are mutually jointed to position and fix the building blocks, steel bars with proper length are selected according to the number and span of the building blocks, the steel bars penetrate through the reserved steel bar holes (8) and a certain extending length is reserved, so that the building blocks can be bent and bound at the two sides of the building block group.
3. And after the building blocks are assembled into groups, the building blocks are conveyed to a construction site. According to the form of the vertical revetment, vertical building blocks are selected, and the first building block group is hoisted by utilizing exposed reinforcing steel bars which are hooked at the round hole (9) by hoisting hooks of a crane. And then splicing the second group, wherein the hoisting method is consistent with that of the first group, but when the building is carried out, the full groove (4) arranged on the building head (1) is matched with the convex block (7) arranged on the building tail (3), the upper and lower building block groups are in staggered joint and lap joint, and the building blocks are positioned and fixed for fast hoisting.
4. And repeating the previous steps until the required height is reached.
5. After the whole retaining wall is assembled, soil or proper aggregate is filled in the residual grooves, and plant seeds are sown in the circular holes (9).
The inclined splicing construction steps are as follows:
1. the same building blocks are made of recycled aggregate concrete by using special moulds in factories.
2. Building blocks into a group, after the head and the tail of adjacent blocks are inverted during building, the adjacent blocks are mutually jointed to position and fix the blocks, steel bars with proper length are selected according to the number and the span of the built blocks, and a certain extension length is reserved in the reserved steel bar holes (8) to penetrate through the steel bars so as to be bent and bound at the two sides of the block group.
3. And after the building blocks are assembled into groups, the building blocks are conveyed to a construction site. According to the form of the inclined revetment, inclined building blocks are selected, and a first building block group is hoisted by exposed reinforcing steel bars hooked at the round hole (9) by utilizing hoisting hooks of a crane. And then, splicing the second group, wherein the hoisting method is consistent with that of the first group, but when the inclined revetment is built, the convex blocks (7) arranged on the building tail (3) are matched with the grooves formed by the building head half grooves (5) and the building body half grooves (6), and the upper and lower building block groups are in staggered lap joint to position and fix the building blocks.
4. And repeating the previous steps until the required height is reached.
5. After the whole retaining wall is assembled, soil or proper aggregate is filled in the residual grooves, and plant seeds are sown in the circular holes (9).
Compared with the prior art, the invention has the beneficial effects that:
1. the raw material adopts recycled concrete aggregate. Low cost, high utilization rate, high strength, good heat-insulating property and no environmental pollution.
2. The building blocks are light in weight and universal in shape. Convenient transport and building.
3. The building blocks are matched through the convex blocks and the grooves, mortar is not used, building materials are saved, construction is easy, and operation is simple and convenient.
4. The inside circular hole of building block can plant the vegetation, is that building block and bank protection face combine firmly. The resistance of the retaining wall is increased, and the function of beautifying the environment is achieved while materials are saved. And simultaneously, the soil erosion can be prevented.
5. The upper and lower building blocks are combined by the grooves and the convex blocks to realize integral assembly. The setting up in reinforcing bar hole makes between the adjacent building block the wholeness reinforcing after placing through long reinforcing bar, and the construction is convenient, and stability is strong.
6. The reinforcing steel bars are communicated in the reserved reinforcing steel bar holes, and the reinforcing steel bars are exposed at the circular holes, so that the hooks of the hooks can be conveniently hoisted.
7. The application range is wide. The retaining wall formed by the retaining blocks is mainly used for supporting natural side slopes, roadbed filling and retaining bank side slope soil bodies, and is widely applied to tall and big embankments or building slope protection engineering.
Drawings
Fig. 1 is an isometric view of a dry-laid recycled concrete block.
Fig. 2 is an axonometric view of a vertical retaining wall built by dry base recycled concrete blocks.
Fig. 3 is an axonometric view of an inclined retaining wall built of dry rampart recycled concrete blocks.
In the figure: 1. the building head, 2, building body, 3, building tail, 4, full groove, 5, building head half groove, 6, building tail half groove, 7, protruding block, 8, reserved reinforcing steel bar hole, 9, circular hole.
The specific implementation mode is as follows:
the present invention is further described below with reference to specific examples.
As shown in fig. 1, the dry-built recycled concrete ecological retaining wall block is an integral structure consisting of a building head (1), a building body (2) and a building tail (3) which are sequentially connected from left to right, and is characterized in that the overlooking projection of the building head (1) is regular octagon, the overlooking projection of the building body (2) is square, and the overlooking projection of the building tail (3) is isosceles trapezoid; the left part in the building head (1) is provided with a full groove (4), and the full groove (4) is a square through groove in the vertical direction; the front side and the rear side of the building head (1) are provided with concave building head half grooves (5); the middle part of the building head (1) is provided with a round hole (9); the front side and the rear side of the masonry body (2) are provided with concave masonry body half grooves (6), and the upper part of the right side of the masonry tail (3) is provided with a square convex block (7); reserved reinforcing steel bar holes (8) are respectively arranged between the head half grooves (5) and the body half grooves (6); the side length of the square protruding block (7) is slightly smaller than that of the whole groove (4); the adjacent building blocks are inverted end to end on the horizontal plane, and the building blocks are just matched and spliced.
The overlooking projection of the building head (1) is regular octagon, and the side length is 250mm. The overlooking projection of the masonry body (2) is square, and the side length is 250mm. The overlooking projection of the building tail (3) is in an isosceles trapezoid shape, the upper bottom is 250mm, the lower bottom is 600mm, and the height is 175mm. The full groove (4) is square, the side length is 100mm, the full groove is arranged along the axis and is arranged at the position of the building head (1) and is 30mm away from the top of the building head (1). Half groove is the rectangle, and the length of a side is 100mmx50mm, arranges along the building block limit, and the half groove of building a head (5) sets up at building a head (1) position and building a body half groove (6) building a body (2) position, from building a head (1) top 175mm, and from building a tail (3) bottom 175mm. The convex blocks (7) are also square, have the side length of 95mm, are arranged along the axis, are arranged at the position of the building tail (3) and are 30mm away from the bottom of the building tail (3).
Based on the dry-building type recycled concrete ecological retaining wall building block, the construction method comprises the following steps: the building blocks are firstly used for building in the horizontal direction, the head and the tail of the adjacent building blocks are inverted, the building blocks are matched and spliced, a layer is formed on the same horizontal plane, the dislocation of the building heads of the adjacent building blocks is limited by the building tail, the steel bars with proper length are selected according to the number and the span of the building blocks, the steel bars penetrate through the reserved steel bar holes (8) and a certain extending length is reserved, so that the building blocks can be bent and bound at the two sides of the building block group. Building blocks in the vertical direction, wherein the building blocks in the vertical direction are spliced in two modes: upright and inclined; as shown in fig. 2, the vertical type building block adopts the structure that a full groove (4) arranged on a building head (1) is matched with a convex block (7) arranged on a building tail (3), and an upper building block group and a lower building block group are in staggered lap joint; as shown in figure 3, the inclined type is that the convex block (7) arranged on the masonry tail (3) is matched with the groove formed by the masonry head half groove (5) and the masonry body half groove (6), and the upper and lower building block groups are in staggered joint overlapping. And finally, circular holes (9) are distributed in the building blocks, and soil and vegetation seeds are filled in the building blocks.
The construction steps of the vertical retaining wall are as follows:
1. the same building blocks are made of recycled aggregate concrete by using special moulds in factories.
2. Building the building blocks into a group, after the adjacent building blocks are turned upside down during building, the adjacent two building blocks are mutually jointed to position and fix the building blocks, steel bars with proper length are selected according to the number and span of the building blocks, the steel bars penetrate through the reserved steel bar holes (8) and a certain extending length is reserved, so that the building blocks can be bent and bound at the two sides of the building block group.
3. And after the building blocks are assembled into groups, the building blocks are conveyed to a construction site. According to the form of the vertical revetment, a vertical building block is selected, and firstly, exposed steel bars at the circular hole (9) are hooked by a hoisting hook of a crane to hoist the first building block group. And then splicing the second group, wherein the hoisting method is consistent with that of the first group, but when the building is carried out, the full groove (4) arranged on the building head (1) is matched with the convex block (7) arranged on the building tail (3), the upper and lower building block groups are in staggered joint and lap joint, and the building blocks are positioned and fixed for fast hoisting.
4. And repeating the previous steps until the required height is reached.
5. After the whole retaining wall is assembled, soil or proper aggregate is filled in the rest grooves, and plant seeds are sown in the circular holes (9).
The construction steps of the inclined retaining wall are as follows:
1. the same building blocks are made of recycled aggregate concrete by using special moulds in factories.
2. Building the building blocks into a group, after the adjacent building blocks are turned upside down during building, the adjacent two building blocks are mutually jointed to position and fix the building blocks, steel bars with proper length are selected according to the number and span of the building blocks, the steel bars penetrate through the reserved steel bar holes (8) and a certain extending length is reserved, so that the building blocks can be bent and bound at the two sides of the building block group.
3. And after the building blocks are assembled into groups, the building blocks are conveyed to a construction site. According to the form of the inclined revetment, inclined building blocks are selected, and a first building block group is hoisted by exposed reinforcing steel bars hooked at the round hole (9) by utilizing hoisting hooks of a crane. And then, splicing the second group, wherein the hoisting method is consistent with that of the first group, but when the inclined revetment is built, the convex blocks (7) arranged on the building tail (3) are matched with the grooves formed by the building head half grooves (5) and the building body half grooves (6), and the upper and lower building block groups are in staggered lap joint to position and fix the building blocks.
4. And repeating the previous steps until the required height is reached.
5. After the whole retaining wall is assembled, soil or proper aggregate is filled in the rest grooves, and plant seeds are sown in the circular holes (9).
The foregoing is a typical example of the present invention, and the implementation of the present invention is not limited thereto, and several simple deductions or substitutions can be made without departing from the concept of the present invention, which should be considered as belonging to the protection scope of the present invention.
Claims (4)
1. A dry-building type recycled concrete ecological retaining wall building block is an integral structure consisting of a building head (1), a building body (2) and a building tail (3) which are sequentially connected from left to right, and is characterized in that the overlooking projection of the building head (1) is in a regular octagon shape, the overlooking projection of the building body (2) is in a square shape, and the overlooking projection of the building tail (3) is in an isosceles trapezoid shape; the left part in the building head (1) is provided with a full groove (4), and the full groove (4) is a square through groove in the vertical direction; the front side and the rear side of the brickwork (1) are provided with concave brickwork half grooves (5); the middle part of the building head (1) is provided with a round hole (9); the front side and the rear side of the masonry body (2) are provided with concave masonry body half grooves (6), and the upper part of the right side of the masonry tail (3) is provided with a square convex block (7); reserved reinforcing steel bar holes (8) are respectively arranged between the head half grooves (5) and the body half grooves (6); the side length of the square convex block (7) is slightly smaller than that of the full groove (4); the adjacent building blocks are inverted end to end on the horizontal plane, the building blocks are just matched and spliced, and the head half groove (5) and the body half groove (6) can form a groove matched with the square convex block (7).
2. The construction method of the dry-barrier recycled concrete ecological retaining wall block according to claim 1, characterized in that the construction method comprises: firstly, the building blocks are used for building in the horizontal direction, the head and the tail of the adjacent building blocks are inverted, the building blocks are matched and spliced, a layer is formed on the same horizontal plane, the dislocation of the building heads of the adjacent building blocks is limited by the building tail, steel bars with proper length are selected according to the quantity and the span of the building blocks, the steel bars are penetrated in the reserved steel bar holes and a certain extending length is reserved, so that the building blocks can be bent and bound on the two sides of the building block group; building blocks in the vertical direction, wherein the building blocks in the vertical direction are spliced in two modes: vertical splicing and inclined splicing; the vertical splicing is realized by matching a full groove arranged on the building head with a convex block arranged on the building tail, and the upper building block group and the lower building block group are in staggered joint; the inclined splicing is realized by matching a convex block arranged on the building tail with a groove formed by a building head half groove and a building body half groove, and the upper building block group and the lower building block group are in staggered lap joint; and finally, circular holes, filling soil and vegetation seeds are distributed in the building blocks.
3. The construction method of the dry-base recycled concrete ecological retaining wall block based on the claim 2 is characterized in that the vertical splicing construction steps are as follows:
(1) Manufacturing the same building blocks by using recycled aggregate concrete in a special mould in a factory;
(2) Building blocks into a group, wherein the building blocks are positioned and fixed by mutually jointing two adjacent building blocks after the adjacent building blocks are overturned end to end during building, steel bars with proper length are selected according to the number and span of the building blocks, and a certain extending length is reserved in the reserved steel bar holes to penetrate through the steel bars so as to be bent and bound at the two sides of the building block group;
(3) After the building blocks are assembled into groups, the building blocks are conveyed to a construction site; selecting vertical building blocks according to the form of the vertical slope protection, and hanging a first group of building block groups by utilizing exposed reinforcing steel bars hooked at the circular hole by a hoisting hook of a crane; then, splicing the second group, wherein the hoisting method is the same as that of the first group, but the whole groove arranged on the building head is matched with the convex block arranged on the building tail during building, the upper and lower building block groups are in staggered joint lap joint, and the building blocks are positioned and fixed for fast hoisting;
(4) Then repeating the previous steps until the required height is reached;
(5) After the whole retaining wall is assembled, filling soil or proper aggregate into the residual grooves, and sowing plant seeds in the circular holes.
4. The construction method of the dry-base recycled concrete ecological retaining wall block based on the claim 2 is characterized in that the inclined splicing construction steps are as follows:
(3) After the building blocks are assembled into groups, the building blocks are conveyed to a construction site; selecting inclined building blocks according to the form of the inclined revetment, and hanging a first group of building block groups by utilizing exposed reinforcing steel bars hooked at a circular hole by a hoisting hook of a crane; then, splicing the second group, wherein the hoisting method is consistent with that of the first group, but when the inclined revetment is built, the convex blocks arranged on the building tail are matched with the grooves formed by the building head half grooves and the building body half grooves, and the upper building block group and the lower building block group are in staggered lap joint to position and fix the building blocks;
(4) Then repeating the previous steps until the required height is reached;
(5) After the whole retaining wall is assembled, filling soil or proper aggregate into the residual grooves, and sowing plant seeds in the circular holes.
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CN112593527A (en) * | 2020-12-04 | 2021-04-02 | 沈徐彬 | Hydraulic engineering cantilever ecological hydraulic retaining wall structure |
KR102238975B1 (en) * | 2020-12-14 | 2021-04-12 | 최성영 | Terrace type planting block for slope recovery and reinforce |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB578894A (en) * | 1944-04-04 | 1946-07-16 | Mabel Rosina Titmuss | Improvements in and relating to interlocking building blocks, slabs or the like |
CN2594351Y (en) * | 2002-07-16 | 2003-12-24 | 蒋春亭 | Series high strength cracking resistant and seepage control hollow blocks |
CN2704642Y (en) * | 2004-03-26 | 2005-06-15 | 茅金声 | Heat-insulating special-shaped building block with space |
US7963727B1 (en) * | 2006-09-12 | 2011-06-21 | E. Dillon & Company | Retaining wall block and retaining wall comprised of retaining wall blocks |
CN202298648U (en) * | 2011-09-20 | 2012-07-04 | 北京正和恒基滨水生态环境治理有限公司 | Soil-retaining anti-scouring system for self-embedded type flower drop wall |
CN203174627U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Environmental-friendly dry-building and slope-protective building block |
CN203174856U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Building block with double H-shaped small concrete mould clamps |
CN205617604U (en) * | 2016-05-08 | 2016-10-05 | 辽宁水利职业学院 | Energy -conserving wall body of lattice formula recycled concrete |
CN206599791U (en) * | 2017-02-16 | 2017-10-31 | 南昌大学 | A kind of ecological retaining wall block of drystone formula regeneration concrete |
-
2017
- 2017-02-16 CN CN201710083561.6A patent/CN106836274B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB578894A (en) * | 1944-04-04 | 1946-07-16 | Mabel Rosina Titmuss | Improvements in and relating to interlocking building blocks, slabs or the like |
CN2594351Y (en) * | 2002-07-16 | 2003-12-24 | 蒋春亭 | Series high strength cracking resistant and seepage control hollow blocks |
CN2704642Y (en) * | 2004-03-26 | 2005-06-15 | 茅金声 | Heat-insulating special-shaped building block with space |
US7963727B1 (en) * | 2006-09-12 | 2011-06-21 | E. Dillon & Company | Retaining wall block and retaining wall comprised of retaining wall blocks |
CN202298648U (en) * | 2011-09-20 | 2012-07-04 | 北京正和恒基滨水生态环境治理有限公司 | Soil-retaining anti-scouring system for self-embedded type flower drop wall |
CN203174627U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Environmental-friendly dry-building and slope-protective building block |
CN203174856U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Building block with double H-shaped small concrete mould clamps |
CN205617604U (en) * | 2016-05-08 | 2016-10-05 | 辽宁水利职业学院 | Energy -conserving wall body of lattice formula recycled concrete |
CN206599791U (en) * | 2017-02-16 | 2017-10-31 | 南昌大学 | A kind of ecological retaining wall block of drystone formula regeneration concrete |
Non-Patent Citations (1)
Title |
---|
自锁式混凝土空心砌块施工技术研究与应用;钟明松等;《建材与装饰》;20161216(第51期);第36-38页 * |
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