CN103290807B - A kind of interlock type wave resistance block - Google Patents
A kind of interlock type wave resistance block Download PDFInfo
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- CN103290807B CN103290807B CN201310257882.5A CN201310257882A CN103290807B CN 103290807 B CN103290807 B CN 103290807B CN 201310257882 A CN201310257882 A CN 201310257882A CN 103290807 B CN103290807 B CN 103290807B
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Abstract
The present invention discloses a kind of interlock type wave resistance block, comprises a cross binding body and multiple longitudinal bracing body, and described cross binding body and multiple longitudinal bracing body are monolithic construction; The topmost portion of described longitudinal bracing body is upper rectangle part, is trapezoidal portions below described upper rectangle part, is longitudinal bracing body and cross binding body common part below described trapezoidal portions, is lower rectangle part below described common part; Described cross binding body forms bridging portion through the longitudinal bracing body of two side positions; Described bridging portion connects common part, and described common part connects overlap; Advantage of the present invention is: adopt wedge structure, add the bonding strength of wave resistance interblock, ensure that the entirety of dykes and dams will cause dykes and dams entirety to damage because of certain block generation defect; On the other hand, the impact force of energy buffered water wave, reduces the loss that impact force causes, the safety of the dykes and dams of guarantee.
Description
Technical field
The present invention relates to public building field, is a kind of seashore or rivers lakeside dykes and dams wave resistance block specifically.
Background technology
Seashore or the rivers lakeside of closing on city or harbour generally all have dykes and dams, especially the dykes and dams of rivers,lakes and seas limit highway side near water, often subject larger wave to impact and water impact, when having typhoon or flooding, dykes and dams bear very large pressure, and this just causes larger threat to the quality of dykes and dams; And once dykes and dams are burst and collapsed, the life of the highway to seashore, building and personnel is caused titanic peril, and therefore, rivers,lakes and seas dykes and dams safe and reliable extremely important.The construction of present dykes and dams generally adopts the method for laying cement stone on the top layer of dykes and dams, and the method not only wastes time and energy, and engineering cost is comparatively large, the more important thing is, once certain block stone slides under the impact of wave, often causes whole dykes and dams that routed collapsing occurs; Also have a kind of method to be adopt the cement block of regular shape to mat formation, but still there is above-mentioned shortcoming in the method, namely once certain block slides under the impact of wave, often cause whole dykes and dams that routed collapsing occurs.
Summary of the invention
For solving the problems of the technologies described above, the object of this invention is to provide a kind of wave that can reduce to the impact of dykes and dams and current washing away dykes and dams, can ensure again the interlock type wave resistance block mutually agreed with, concrete technical scheme is as follows:
A kind of interlock type wave resistance block, it is characterized in that: comprise a cross binding body and multiple longitudinal bracing body, described cross binding body and multiple longitudinal bracing body are monolithic construction; The topmost portion of described longitudinal bracing body is upper rectangle part, is trapezoidal portions below described upper rectangle part, is longitudinal bracing body and cross binding body common part below described trapezoidal portions, is lower rectangle part below described common part; Described cross binding body forms bridging portion through the longitudinal bracing body of two side positions; Described bridging portion connects common part, and described common part connects overlap; For ensureing that wave resistance interblock cooperatively interacts, the length (a) of described bridging portion equals the half of rectangle part width (b), or the length (a) of bridging portion 0-5mm less of the half of upper rectangle part width (b); Under described longitudinal bracing body, the length (g) of rectangle part equals the length of rectangle part on longitudinal bracing body, or the length (g) of lower rectangle part 0-5mm larger than the length of rectangle part on longitudinal bracing body, distance (c+2f) on described adjacent two longitudinal bracing bodies between rectangle part 20-40mm larger than rectangle part width (d) under longitudinal bracing body, distance (e) 10-30mm larger than rectangle part width above longitudinal bracing body of rectangle part under described adjacent two longitudinal bracing bodies; Configuration reinforcement in described wave resistance block.
Each wave resistance block arranges 3 longitudinal bracing bodies.
Length (a) 65mm of bridging portion; Upper rectangle part width (b) is 130mm; The lower width (b+2f) of trapezoidal portions is 160mm; The upper width (b) of described trapezoidal portions is 130mm; The minimum range (c) of adjacent two trapezoidal portions is 150mm; Described lower rectangle part width (d) is 180mm; Under described adjacent two longitudinal bracing bodies, the distance (e) of rectangle part is 160mm; Under described longitudinal bracing body, the length (g) of rectangle part is 100mm; The width (h) of described bridging portion is 170mm; The height (k) of described trapezoidal portions is 170mm; The height (m) of described upper rectangle part is 100mm.
The thickness of described wave resistance block is 20-35cm.
Advantage of the present invention is: because lower rectangle part inserts the trapezoid space formed between upper rectangle, make once the wave resistance block sunk forms wedge structure with wave resistance block below, not only increase the bonding strength of wave resistance interblock, and ensure that the entirety of dykes and dams will cause dykes and dams entirety to damage because of certain block generation defect; On the other hand, because lower rectangle part inserts the trapezoid space formed between upper rectangle, when making sea beat dykes and dams, because described trapezoid space has air, when wave covers whole dykes and dams, this partial air can cushion the impact force of wave, and makes the impact force direction of wave change over all directions by the forward impact of dykes and dams, reduce the loss that impact force causes, the safety of the dykes and dams of guarantee; In addition, structure of the present invention does not need cement mortar when mounted, directly the present invention is agreed with installation mutually, time saving and energy saving, the gap portion of wave resistance interblock can slowly grow oyster class biology or algae along with the immersion of water, further increases the intensity of mutually agreeing with; The total amount of every block is little, can adopt artificial laying completely, save construction cost widely.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Schematic diagram when Fig. 2 is use;
In figure, 1 is upper rectangle part; 2 is trapezoidal portions; 3 is bridging portion; 4 is rectangle part under common part; 5 is lower rectangle part; 6 is overlap; 7 is trapezoid space.
Detailed description of the invention
Illustrate the present invention below in conjunction with accompanying drawing, as shown in Figure 1 and Figure 2, the present invention includes a cross binding body and multiple longitudinal bracing body, described cross binding body and multiple longitudinal bracing body are monolithic construction; Described longitudinal bracing body comprises rectangle part 1, trapezoidal portions 2, common part 4 and lower rectangle part 5, the topmost portion of described longitudinal bracing body is upper rectangle part 1, described upper rectangle part 1 is trapezoidal portions 2 below, described trapezoidal portions 2 is the common part 4 of longitudinal bracing body and cross binding body below, and described common part 4 is lower rectangle part 5 below; Described cross binding body comprises bridging portion 3, common part 4 and overlap 6, and described cross binding body forms bridging portion 3 through the longitudinal bracing body of two side positions; Described bridging portion 3 connects common part 4, and described common part 4 connects overlap 6; For ensureing that wave resistance interblock cooperatively interacts, the length a of described bridging portion 3 is less than or equal to the half 0-5mm of rectangle part 1 width b, under described longitudinal bracing body, the length g of rectangle part 5 is more than or equal to the length m 0-5mm of rectangle part 1 on longitudinal bracing body, distance c+2f on described adjacent two longitudinal bracing bodies between rectangle part 1 is greater than rectangle part 5 width d20-40mm under longitudinal bracing body, and under described adjacent two longitudinal bracing bodies, the distance e of rectangle part 5 is greater than rectangle part 1 width 10-30mm above longitudinal bracing body.
For ease of construction, prevent overweight wave resistance block from bringing the inconvenience of construction, each wave resistance block arranges 3 longitudinal bracing bodies.
For ensureing to construct more easily and obtain better wave resistance effect, the length a of described bridging portion 3 is 65mm; Described upper rectangle part 1 width b is 130mm; The lower width b+2f of described trapezoidal portions is 160mm, and wherein, f is that trapezoidal portions is gone to the bottom and the half of upper base stand out; The upper width b of described trapezoidal portions is 130mm; The minimum range c of adjacent two trapezoidal portions is 150mm; Described lower rectangle part width d is 180mm; Under described adjacent two longitudinal bracing bodies, the distance e of rectangle part is 160mm; Under described longitudinal bracing body, the length g of rectangle part is 100mm; The width h of described bridging portion is 170mm; The height k of described trapezoidal portions is 170mm; The height m of described upper rectangle part is 100mm.
The thickness of described wave resistance block can be determined according to wave resistance and protection against erosion degree, can also join appropriate reinforcing bar by actual conditions.The size of wave resistance block can adjust accordingly by actual conditions.
Claims (4)
1. an interlock type wave resistance block, is characterized in that: comprise a cross binding body and multiple longitudinal bracing body, and described cross binding body and multiple longitudinal bracing body are monolithic construction; The topmost portion of described longitudinal bracing body is upper rectangle part, is trapezoidal portions below described upper rectangle part, is longitudinal bracing body and cross binding body common part below described trapezoidal portions, is lower rectangle part below described common part; Described cross binding body forms bridging portion through the longitudinal bracing body of two side positions; Described bridging portion connects common part, and described common part connects overlap; For ensureing that wave resistance interblock cooperatively interacts, the length (a) of described bridging portion equals the half of rectangle part width (b), or the length (a) of bridging portion 0-5mm less of the half of upper rectangle part width (b); Under described longitudinal bracing body, the length (g) of rectangle part equals the length of rectangle part on longitudinal bracing body, or the length (g) of lower rectangle part 0-5mm larger than the length of rectangle part on longitudinal bracing body, distance (c+2f) on described adjacent two longitudinal bracing bodies between rectangle part 20-40mm larger than rectangle part width (d) under longitudinal bracing body, distance (e) 10-30mm larger than rectangle part width above longitudinal bracing body of rectangle part under described adjacent two longitudinal bracing bodies; Configuration reinforcement in described wave resistance block.
2. interlock type wave resistance block according to claim 1, is characterized in that: each wave resistance block arranges 3 longitudinal bracing bodies.
3. interlock type wave resistance block according to claim 1, is characterized in that: length (a) 65mm of bridging portion; Upper rectangle part width (b) is 130mm; The lower width (b+2f) of trapezoidal portions is 160mm; The upper width (b) of described trapezoidal portions is 130mm; The minimum range (c) of adjacent two trapezoidal portions is 150mm; Described lower rectangle part width (d) is 180mm; Under described adjacent two longitudinal bracing bodies, the distance (e) of rectangle part is 160mm; Under described longitudinal bracing body, the length (g) of rectangle part is 100mm; The width (h) of described bridging portion is 170mm; The height (k) of described trapezoidal portions is 170mm; The height (m) of described upper rectangle part is 100mm.
4. interlock type wave resistance block according to claim 1, is characterized in that: the thickness of described wave resistance block is 20-35cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310257882.5A CN103290807B (en) | 2013-06-25 | 2013-06-25 | A kind of interlock type wave resistance block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310257882.5A CN103290807B (en) | 2013-06-25 | 2013-06-25 | A kind of interlock type wave resistance block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103290807A CN103290807A (en) | 2013-09-11 |
| CN103290807B true CN103290807B (en) | 2015-09-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310257882.5A Active CN103290807B (en) | 2013-06-25 | 2013-06-25 | A kind of interlock type wave resistance block |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106942120B (en) * | 2017-04-15 | 2022-09-06 | 白波 | Intelligent fish tank with automatic water changing and automatic cleaning functions |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS563708A (en) * | 1979-06-22 | 1981-01-16 | Miura Gakuen | Wave dissipation method by block and block therefor |
| CN2487777Y (en) * | 2001-05-30 | 2002-04-24 | 张会文 | General concrete reinforcing dam interlocking block |
| CN2775134Y (en) * | 2005-04-04 | 2006-04-26 | 三峡大学 | Anti-scour ecological type slope protection member |
| CN202466522U (en) * | 2011-12-21 | 2012-10-03 | 董发达 | Linking type ecological slope protection building block |
| CN202936801U (en) * | 2012-11-28 | 2013-05-15 | 侯飞燕 | Novel stone powder building block for slope protection |
| CN203334245U (en) * | 2013-06-25 | 2013-12-11 | 白波 | Chain type wave resistant block |
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| CN103290807A (en) | 2013-09-11 |
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