CN2635731Y - Vertical interlocked slope-protecting building block - Google Patents
Vertical interlocked slope-protecting building block Download PDFInfo
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- CN2635731Y CN2635731Y CN 03269400 CN03269400U CN2635731Y CN 2635731 Y CN2635731 Y CN 2635731Y CN 03269400 CN03269400 CN 03269400 CN 03269400 U CN03269400 U CN 03269400U CN 2635731 Y CN2635731 Y CN 2635731Y
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Abstract
The utility model relates to a vertical and interlocked slope-protecting building block which has good effect of resisting large waves and generally is a square block body. In both corresponding sidesThe utility model relates to a cubic vertical jointly-locked revetment blocks with a good result against large waves. For a random group of two opposite sides along the thickness direction of a block of any group of the thickness direction for the block body, the upper layer at one side is provided with a middle convex block and two concave parts which are symmetrically positioned at both sides obody, a protuberance is provided in the middle of the top layer of one side and two concave inlets with the same shape and size are provided symmetrically on each side of the protuberance; the bottom f the convex block and have uniform shape and size, and the lower layer is provided with a vertical surface positioned in the out end of the convex block. The upper layer at the other side is providedlayer of this side is a vertical plane locating within the extreme outside of protuberance; a middle concave groove with a shape and size corresponding to the protuberance is provided on the top layer with a middle groove of which the shape and the size are corresponding to the convex block and two convex parts which are symmetrically positioned at both sides of the groove and have uniform shape a of the other side in the position corresponding to the protuberance; two convexes with the same shape and size corresponding to the concave inlets are provided symmetrically on each side of the concand size and are corresponding to the concave parts at a point corresponding to the position of the convex block, and the lower layer is provided with a vertical surface positioned in the out end of thve groove; the bottom layer of this side is a vertical plane locating within the extreme outside of protuberance. When in use, the two close protuberances and two concave inlets of two adjacent blockse convex parts. When in use, the two convex parts and the two concave parts mutually abutted of the two neighboring building blocks in the same row of building blocks can respectively form a combined in the same row form a combined protuberance and a combined concave groove respectively with the same shape and size as those of the protuberance and the concave groove; the protuberance and the conctype convex block and a combined type groove which have the same shape and size with the convex block and the groove, and an integral slope-protecting structure is formed by that the convex block and ave groove can be chucked with the concave groove of one block and the protuberance of the other block of two adjacent rows, which forms an integral protective structure. the groove can be respectively matched and clamped with the groove of one building block and the convex block of the other building block in two rows of corresponding and neighboring building blocks.
Description
Technical field
The utility model relates to a kind of slope protection block, particularly relates to a kind of slope protection block of realizing vertical interlocking.
Background technology
For defence wave and flow action erosion, often need do slope protection works protected at dike, dam upstream face.Traditional hydraulic engineering dike, the general modes such as natural stone-laying or cast-in-situ concrete that adopt of dam bank protection; There are defectives such as difficulty of construction is big, difficult quality control, long construction period in natural stone paving, and exploits natural stone-laying destructible natural ecological environment; That the cast-in-situ concrete bank protection lacks is flexible, can not adapt to foundation deformation, fragile and be difficult to repair.
In hydraulic engineering dike, dam bank protection, also usually adopt this comparatively advanced mode of plane interlocking slope protection block (this building block is adopted concrete material and made by the pattern casting craft) at present, the concrete condition of this mode is: during use, this building block is to lay by row, and it is identical that all respectively arrange the laying direction of the protuberance of building block or recess; In same row's building block the protuberance of each this building block can with the suitable engaging of recess of this building block in corresponding adjacent row's building block, the recess of each this building block can be arranged the suitable engaging of protuberance of this building block in building block with corresponding adjacent another in same row's building block, and many rows building block is connected to interlock into a whole ground surface protection structure.
Plane interlocking slope protection block bank protection has the construction of being easy to, for ease of maintenaince, the advantage that environmental protection is attractive in appearance, but under the engineering specifications that wind and wave resistance is had relatively high expectations, adopt this building block bank protection, just have following defective: because of the shape of cross section of this building block identical, peg graft by suitable structure (being protuberance and recess) between two these building blocks in adjacent two row's building blocks, block is at dike, the interlocking (being the plane interlocking) of two-dimensional space can only be realized in the surface, dam, any one this building block all can optionally be removed separately, the interlocking poor-performing, so that lay the not water-fast impact of ground surface protection structure that forms with this building block, poor stability, this building block is easily from dike, the dam is washed away by water on the surface, and ground surface protection structure is destroyed, the effect of resisting big wave when in a word, adopting this building block bank protection is relatively poor.Now, people are in order to improve the stability of the ground surface protection structure that is paved into this building block, can only take to strengthen the way of this block thickness (this corresponding this building block weight that strengthened), promptly have relatively high expectations for thickness, the weight of this building block, so that the production of this building block, transportation, work progress be difficulty comparatively, also makes the slope protection works cost significantly rise simultaneously.
The utility model content
The purpose of this utility model is to overcome the shortcoming of above-mentioned prior art, and a kind of vertical interlocking slope protection block is provided, and the effect of resisting big wave when adopting this building block bank protection is better.
For achieving the above object, the utility model provides a kind of vertical interlocking slope protection block, it is roughly a square block, in any one group of relative both sides of block thickness direction, one side is divided into two-layer up and down, the upper strata have middle projection and symmetry be positioned at these projection both sides, shape identical with size two recessed, lower floor is the vertical plane that is within the described projection outermost end;
Opposite side also is divided into two-layer up and down, the upper strata with described bump position corresponding position have shape and the size with the corresponding intermediate groove of described projection and the symmetry be positioned at these groove both sides, shape with the size identical and with described recessed corresponding two projectioies, lower floor is the vertical plane that is within the described protruding outermost end;
During use, this vertical interlocking slope protection block is for laying by row, and the described projection of same row's building block or the laying direction of described groove are identical, and the laying direction of the described projection of adjacent two row's building blocks or described groove is just opposite;
Two described projectioies that two adjacent building blocks are drawn close mutually in same row's building block can form a shape, the combined type projection that big or small and described projection is identical, the combined type projection can with the suitable engaging of described groove of a building block in corresponding adjacent row's building block, two two described recessed shapes that form that adjacent building block drawn close mutually in same row's building block, the combined type groove that big or small and described groove is identical, the combined type groove can be arranged the suitable engaging of described projection of a building block in building block with corresponding adjacent another, and many rows building block is connected to interlock into a whole ground surface protection structure.
After adopting above structure, many rows building block connects to interlock into a whole ground surface protection structure, and draw close each other in adjacent in twos two row's building blocks that the suitable structure by above-mentioned optimal design engages between any three these building blocks together, make and be laid on dike, many rows building block on surface, dam realizes along dike, the vertical interlocking of dam surface normal, so that three-dimensional three-dimensional interlocking is formed, like this, remove in the described whole ground surface protection structure and go up most, outside two row's building blocks, any building block in its central region is because of the collaborative interlocking of the building block that is subjected to making a circle in week, restriction, and can't optionally remove separately, the interlocking performance is stronger, so water-fast impact of this integral body ground surface protection structure, can effectively resist the living uplift pressure of ripple that the water wave produces, stability is higher, this building block can be from dike, the dam is washed away by water on the surface, guaranteed that ground surface protection structure can not destroyed, the effect of resisting big wave when therefore, adopting this building block bank protection is better.
Description of drawings
Fig. 1 is the stereogram that the utility model preferred forms is seen from the place ahead;
Fig. 2 is the stereogram that the utility model preferred forms is seen from the rear;
Stereogram when Fig. 3 is the use of the utility model preferred forms.
The specific embodiment
Below in conjunction with accompanying drawing preferred forms of the present utility model is specifically described:
Referring to Fig. 1, Fig. 2,
This vertical interlocking slope protection block is roughly a square block 5, in one group of relative both sides, block 5 thickness directions front and back:
The front side is divided into two-layer up and down, the upper strata has that overhanging middle projection 1 and symmetry are positioned at that projection is 1 left and right sides, that contract, shape with big or small identical two recessed 2, lower floor is the vertical plane 54 that is within projection 1 outermost end;
Projection 1 is roughly vee-block, it be by about two lateral incline 14 and the upper horizontal plane 11 that connects successively, outer vertical plane 12, bottom incline 13 surrounds and forms, upper horizontal plane 11 is stretched out by the end face 52 of block 5 and forms and its shape is roughly V-arrangement, being shaped as rectangular outer vertical plane 12 is positioned at outside the vertical plane 54, bottom incline 13 be shaped as upper base less than the isosceles trapezoid of going to the bottom and go to the bottom and be positioned within the outer vertical plane 12, about two lateral incline 14 be the identical pentagon of shape and symmetrically, upper horizontal plane 11 and outer vertical plane 12, the angle of lateral incline 14 is 90 degree, outer vertical plane 12 and bottom incline 13, the angle of lateral incline 14 is respectively 150 degree, 135 degree;
Each recessed 2 is that interior vertical plane 21, bottom incline 22, lateral incline 14 by respective side constitutes, interior vertical plane 21, bottom incline 22 link to each other up and down, be shaped as rectangular in vertical plane 21 be positioned within the vertical plane 54 and the upper and lower side of its upper and lower side and outer vertical plane 12 is distinguished a common horizontal plane, being shaped as trapezoidal and going to the bottom of bottom incline 22 is positioned at outside the vertical plane 21, interior vertical plane 21 is 150 degree with the angle of bottom incline 22, and lateral incline 14 is 135 degree with the angle of interior vertical plane 21;
The upper side edge that is shaped as rectangular vertical plane 54 respectively with about the going to the bottom of two bottom incline 22, going to the bottom of bottom incline 13 be connected;
Rear side also is divided into two-layer up and down, the upper strata with contract in corresponding position, projection 1 position has, shape and size and projection 1 corresponding intermediate groove 3 and symmetrically be positioned at that groove is 3 left and right sides, overhanging, shape with big or small identical and with recessed 2 corresponding two projectioies 4, lower floor is the vertical plane 55 that is within protruding 4 outermost end;
Groove 3 is roughly V-shaped groove, it be by about two lateral incline 33 and the interior vertical plane 31, the bottom incline 32 that link to each other up and down constitute, being shaped as rectangular interior vertical plane 31 is positioned within the vertical plane 55, bottom incline 32 be shaped as upper base less than the isosceles trapezoid of going to the bottom and go to the bottom and be positioned at outside the vertical plane 31, about two lateral incline 33 be the identical pentagon of shape and symmetrically, interior vertical plane 31 is respectively 90 degree, 150 degree with the angle of end face 52, bottom incline 32, and lateral incline 33 is 135 degree with the angle of interior vertical plane 31;
Each projection 4 is the lateral surfaces 53 by respective side, lateral incline 33, upper horizontal plane 43, outer vertical plane 41, bottom incline 42 surrounds and forms, lateral surface 53 is the side of block 5 respective side, upper horizontal plane 43, outer vertical plane 41, bottom incline 42 links to each other successively, upper horizontal plane 43 is stretched out by the end face 52 of block 5 and forms and its shape is roughly V-arrangement half, being shaped as rectangular outer vertical plane 41 is positioned at outside the vertical plane 55 and on it, on lower side and the interior vertical plane 31, lower side is a common horizontal plane respectively, being shaped as trapezoidal and going to the bottom of bottom incline 42 is positioned within the outer vertical plane 41, upper horizontal plane 43 and lateral surface 53, outer vertical plane 41, the angle of lateral incline 33 is 90 degree, lateral surface 53 is 90 degree with the angle of outer vertical plane 41, outer vertical plane 41 is 150 degree with the angle of bottom incline 42, and lateral incline 33 is 135 degree with the angle of outer vertical plane 41;
The upper side edge that is shaped as rectangular vertical plane 55 respectively with about the going to the bottom of two bottom incline 42, going to the bottom of bottom incline 32 be connected;
Three bar shaped grooves 51 that run through its end face 52 and bottom surface are offered in the central area of block 5 along left and right directions, offering of groove 51 can effectively reduce the living uplift pressure of water wave ripple that produced, that act on block 5, can further improve the stability of ground surface protection structure, so give birth under the situation of uplift pressure at the identical ripple of opposing, the thickness, the weight that have this building block of groove 51 all can effectively reduce, like this, the production of this building block more or less freely and when adopting this building block bank protection construction costs lower.
This building block can be adopted concrete material and make by the pattern casting craft.
For the purpose of can say something brief and concisely, the laying state when the three row's building blocks that are connected of only schematically having drawn among Fig. 3 are adopted this building block bank protection to express.Referring to Fig. 3, during use, this vertical interlocking slope protection block is for laying by row, and the projection 1 of same row's building block or the laying direction of groove 3 are identical, and the laying direction of the projection 1 of adjacent two row's building blocks or groove 3 is just opposite; The concrete mode that engages mutually with middle that row's building block and corresponding adjacent two rows building block is an example, this building block is laid and the correlation circumstance of engaging mutually describes by row: two projectioies 4 that two adjacent building blocks are drawn close mutually in middle that row's building block can form a shape, the combined type projection 7 that size is identical with projection 1, projection 7 can with the groove 3 suitable engagings of a building block in the corresponding adjacent row of the going up building block, two recessed 2 that two adjacent building blocks are drawn close mutually in middle that row's building block can form a shape, the combined type groove 6 that size is identical with groove 3, groove 6 can be arranged the projection 1 suitable engaging of a building block in the building block with corresponding adjacent time, like this, by the aforesaid way that two adjacent in twos row's building blocks fit each other and engage, three row's building blocks are connected to interlock into a whole ground surface protection structure.
Above-described only is preferred implementation of the present utility model.Should be pointed out that for the person of ordinary skill of the art under the prerequisite that does not break away from the utility model principle, can also make some modification and improvement, these also should be considered as belonging to protection domain of the present utility model.Also can be separately positioned on the left and right sides of block such as: described projection and described two identical recessed, described grooves and described two identical projectioies; Described projection, recessed, groove, projection also can adopt other suitable shapes (as square), but precondition is this building block when laying by row, two described projectioies that two adjacent building blocks are drawn close mutually in same row's building block can form a shape, the combined type projection that big or small and described projection is identical, the combined type projection can with the suitable engaging of described groove of a building block in corresponding adjacent row's building block, two two described recessed shapes that form that adjacent building block drawn close mutually in same row's building block, the combined type groove that big or small and described groove is identical, the combined type groove can be arranged the suitable engaging of described projection of a building block in building block with corresponding adjacent another; Described bar shaped groove also can be offered along the fore-and-aft direction of block, the quantity of described bar shaped groove can determine flexibly according to the cross-sectional area of block, in addition, described bar shaped groove also can adopt several through holes (through hole be shape such as square, circle all can) or several semicircle vertically slotted eyes to replace, described through hole can be distributed on the central area of block, and the vertical slotted eye of described semicircle can be opened the place, left and right side at block.
Claims (3)
1, the slope protection block of vertically interlocking, it is roughly a square block (5), it is characterized in that:
In any one group of relative both sides of block (5) thickness direction, one side is divided into two-layer up and down, the upper strata has middle projection (1) and symmetry to be positioned at two recessed (2) projection (1) both sides, that shape is identical with size, and lower floor is for being in the vertical plane (54) within projection (1) outermost end;
Opposite side also is divided into two-layer up and down, the upper strata with projection (1) corresponding position, position have shape and size and corresponding intermediate groove (3) of projection (1) and symmetry be positioned at groove (3) both sides, shape is identical with size and with recessed (2) corresponding two projectioies (4), lower floor is for being in the vertical plane (55) within projection (4) outermost end;
During use, this vertical interlocking slope protection block is for laying by row, and the laying direction of projection of same row's building block (1) or groove (3) is identical, and the laying direction of the projection (1) of adjacent two row's building blocks or groove (3) is just opposite;
Two projectioies (4) that two adjacent building blocks are drawn close mutually in same row's building block can form a shape, the combined type projection (7) that size is identical with projection (1), projection (7) can with the suitable engaging of groove (3) of a building block in corresponding adjacent row's building block, two adjacent building blocks are drawn close mutually in same row's building block two recessed (2) can form a shape, the combined type groove (6) that size is identical with groove (3), groove (6) can be arranged the suitable engaging of projection (1) of a building block in building block with corresponding adjacent another, and many rows building block is connected to interlock into a whole ground surface protection structure.
2, vertical interlocking slope protection block according to claim 1 is characterized in that:
Projection (1) is roughly vee-block, it is to reach the upper horizontal plane (11), outer vertical plane (12), the bottom incline (13) that connect successively by two lateral incline (14) to surround and form, upper horizontal plane (11) is stretched out by the end face (52) of block (5) and forms and its shape is roughly V-arrangement, being shaped as rectangular outer vertical plane (12) is positioned at outside the vertical plane (54), bottom incline (13) be shaped as upper base less than the isosceles trapezoid of going to the bottom and go to the bottom and be positioned within the outer vertical plane (12), two lateral incline (14) are the identical pentagon of shape and symmetrically;
Each recessed (2) are to be made of the interior vertical plane (21) of respective side, bottom incline (22), lateral incline (14), interior vertical plane (21), bottom incline (22) link to each other up and down, be shaped as rectangular in vertical plane (21) be positioned within the vertical plane (54) and the upper and lower side of its upper and lower side and outer vertical plane (12) is distinguished a common horizontal plane, being shaped as trapezoidal and going to the bottom of bottom incline (22) is positioned at outside the vertical plane (21);
The upper side edge that is shaped as rectangular vertical plane (54) is connected with the going to the bottom of two bottom incline (22), going to the bottom of bottom incline (13) respectively;
Groove (3) is roughly V-shaped groove, it is to be made of two lateral incline (33) and continuous up and down interior vertical plane (31), bottom incline (32), being shaped as rectangular interior vertical plane (31) is positioned within the vertical plane (55), bottom incline (32) be shaped as upper base less than the isosceles trapezoid of going to the bottom and go to the bottom and be positioned at outside the vertical plane (31), two lateral incline (33) are the identical pentagon of shape and symmetrically;
Each projection (4) is the lateral surface (53) by respective side, lateral incline (33), upper horizontal plane (43), outer vertical plane (41), bottom incline (42) surrounds and forms, lateral surface (53) is the side of block (5) respective side, upper horizontal plane (43), outer vertical plane (41), bottom incline (42) links to each other successively, upper horizontal plane (43) is stretched out by the end face (52) of block (5) and forms and its shape is roughly V-arrangement half, being shaped as rectangular outer vertical plane (41) is positioned at outside the vertical plane (55) and on it, on lower side and the interior vertical plane (31), lower side is a common horizontal plane respectively, and being shaped as trapezoidal and going to the bottom of bottom incline (42) is positioned within the outer vertical plane (41);
The upper side edge that is shaped as rectangular vertical plane (55) is connected with the going to the bottom of two bottom incline (42), going to the bottom of bottom incline (32) respectively.
3, vertical interlocking slope protection block according to claim 1 and 2 is characterized in that:
The central area of block (5) is offered and is run through bar shaped grooves its end face (52) and bottom surface, more than 2 (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03269400 CN2635731Y (en) | 2003-08-07 | 2003-08-07 | Vertical interlocked slope-protecting building block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03269400 CN2635731Y (en) | 2003-08-07 | 2003-08-07 | Vertical interlocked slope-protecting building block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2635731Y true CN2635731Y (en) | 2004-08-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03269400 Expired - Fee Related CN2635731Y (en) | 2003-08-07 | 2003-08-07 | Vertical interlocked slope-protecting building block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2635731Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251500A (en) * | 2011-05-26 | 2011-11-23 | 河南省水利勘测设计研究有限公司 | Fence linkage block and production process thereof |
| CN102628262A (en) * | 2012-04-22 | 2012-08-08 | 江苏聚慧科技有限公司 | Ecological building block for slope protection |
| CN103321184A (en) * | 2013-06-24 | 2013-09-25 | 安培 | Cured plane-interlocking stereo-stacking engineering block and production method thereof |
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN109306679A (en) * | 2018-10-23 | 2019-02-05 | 安徽清水岩生态科技有限公司 | Slope-protection block and its interlocking-type slope protection |
-
2003
- 2003-08-07 CN CN 03269400 patent/CN2635731Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251500A (en) * | 2011-05-26 | 2011-11-23 | 河南省水利勘测设计研究有限公司 | Fence linkage block and production process thereof |
| CN102251500B (en) * | 2011-05-26 | 2013-10-16 | 河南省水利勘测设计研究有限公司 | Fence linkage block and production process thereof |
| CN102628262A (en) * | 2012-04-22 | 2012-08-08 | 江苏聚慧科技有限公司 | Ecological building block for slope protection |
| CN103321184A (en) * | 2013-06-24 | 2013-09-25 | 安培 | Cured plane-interlocking stereo-stacking engineering block and production method thereof |
| CN103321184B (en) * | 2013-06-24 | 2015-06-17 | 安培 | Cured plane-interlocking stereo-stacking engineering block and production method thereof |
| CN103953000A (en) * | 2014-03-28 | 2014-07-30 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN103953000B (en) * | 2014-03-28 | 2019-09-03 | 中交上海航道勘察设计研究院有限公司 | Interlocking block soft row |
| CN109306679A (en) * | 2018-10-23 | 2019-02-05 | 安徽清水岩生态科技有限公司 | Slope-protection block and its interlocking-type slope protection |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |