CN203334245U

CN203334245U - Chain type wave resistant block

Info

Publication number: CN203334245U
Application number: CN2013203700355U
Authority: CN
Inventors: 白波
Original assignee: Individual
Current assignee: Individual
Priority date: 2013-06-25
Filing date: 2013-06-25
Publication date: 2013-12-11
Anticipated expiration: 2023-06-25

Abstract

The utility model discloses a chain-type anti-wave block, which comprises a transverse support body and a plurality of longitudinal support bodies, the transverse support body and the plurality of longitudinal support bodies are an integral structure; the uppermost part of the longitudinal support body is the upper Rectangular part, below the upper rectangular part is a trapezoidal trapezoidal part, below the trapezoidal part is the common part of the vertical support body and the horizontal support body, and below the common part is the lower rectangular part; the horizontal support body passes through the positions on both sides The longitudinal support body of the utility model forms a bridging part; the bridging part is connected with the common part, and the common part is connected with the lapped part; The overall damage to the dam will not be caused by a defect in one piece; on the other hand, it can buffer the impact force of water waves, reduce the loss caused by the impact force, and ensure the safety of the dam.

Description

A kind of interlock type wave resistance piece

Technical field

The utility model relates to the public building field, is a kind of seashore or rivers lakeside dykes and dams wave resistance piece specifically.

Background technology

Seashore or the rivers lakeside of closing on city or harbour generally all have dykes and dams, especially rivers,lakes and seas limit highway dykes and dams of a side near water, often bearing larger wave impacts and water impact, when typhoon or flooding are arranged, dykes and dams bear very large pressure, and this has just caused larger threat to the quality of dykes and dams; And once dykes and dams are burst and to be collapsed, will cause titanic peril to highway, building and the personnel's on seashore life, therefore, rivers,lakes and seas dykes and dams safe and reliable extremely important.The general method of laying the cement stone on the top layer of dykes and dams that adopts of the construction of dykes and dams now, the method not only wastes time and energy, and engineering cost is larger, the more important thing is, once certain piece stone slides under unrestrained impact, tends to cause whole dykes and dams to occur to burst and collapses; Also having a kind of method is to adopt the cement block of regular shape to mat formation, but still there is above-mentioned shortcoming in the method, once certain piece slides under the impact of wave, tends to cause whole dykes and dams to occur to burst and collapses.

The utility model content

For solving the problems of the technologies described above, the purpose of this utility model be to provide a kind of can reduce wave to the impact of dykes and dams and current to the washing away of dykes and dams, can guarantee again the interlock type wave resistance piece mutually agreed with, concrete technical scheme is as follows:

A kind of interlock type wave resistance piece, comprise a cross binding body and a plurality of longitudinal bracing body, and described cross binding body and a plurality of longitudinal bracing body are monolithic construction; The topmost portion of described longitudinal bracing body is upper rectangle part, is trapezoidal 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 the bridging part through the longitudinal bracing body of two side positions; Described bridging part connects common part, and described common part connects overlap; For guaranteeing that the wave resistance interblock cooperatively interacts, the described length a that puts up a bridge part is less than or equal to half 0-5mm of rectangle part width b, under described longitudinal bracing body, the length g of rectangle part is more than or equal to the length m 0-5mm of rectangle part on the longitudinal bracing body, distance c+2f on described adjacent two longitudinal bracing bodies between rectangle part is greater than rectangle part width d20-40mmmm under the longitudinal bracing body, and under described adjacent two longitudinal bracing bodies, rectangle part is greater than rectangle part width 10-30mm above the longitudinal bracing body apart from e;

Each wave resistance piece arranges 3 longitudinal bracing bodies;

The length a of described bridging part 3 is 65mm; Described upper rectangle part 1 width b is 130mm; The lower width b+2f of described 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, rectangle part is 160mm apart from e; Under described longitudinal bracing body, the length g of rectangle part is 100mm; The described width h that puts up a bridge part 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 piece is 20-35cm.

The utility model has the advantages that: because lower rectangle part inserts the trapezoid space formed between upper rectangle, make once the wave resistance piece sunk and following wave resistance piece form wedge structure, not only increased the bonding strength of wave resistance interblock, and guaranteed that the integral body of dykes and dams can the damaged whole damage of dykes and dams that causes not occur because of certain piece; On the other hand, because lower rectangle part inserts the trapezoid space formed between upper rectangle, while making the sea beat dykes and dams, because described trapezoid space has air, when wave covers whole dykes and dams, this part air can cushion the impact force of wave, and makes the impact force direction of wave change over all directions by the forward impact to dykes and dams, reduced the loss that impact force causes, the safety of the dykes and dams of assurance; In addition, structure of the present utility model does not need cement mortar when mounted, directly the utility model is agreed with to installation mutually, time saving and energy saving, the gap portion of wave resistance interblock, along with the immersion of water can slowly grow oyster class biology or algae, has further increased the intensity of mutually agreeing with; The total amount of every is little, can adopt artificial laying fully, has saved widely construction cost.

The accompanying drawing explanation

Fig. 1 is the utility model structural representation;

Schematic diagram when Fig. 2 is use;

In figure, 1 is upper rectangle part; 2 is trapezoidal portions; 3 is the bridging part; 4 is rectangle part under common part; 5 is lower rectangle part; 6 is overlap; 7 is trapezoid space.

The specific embodiment

Illustrate the utility model below in conjunction with accompanying drawing, as shown in Figure 1 and Figure 2, the utility model comprises a cross binding body and a plurality of longitudinal bracing body, and described cross binding body and a plurality of 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, below described upper rectangle part 1, it is trapezoidal portions 2, below described trapezoidal portions 2, be the common part 4 of longitudinal bracing body and cross binding body, described common part 4 is following is lower rectangle part 5; Described cross binding body comprises bridging part 3, common part 4 and overlap 6, and described cross binding body forms bridging part 3 through the longitudinal bracing body of two side positions; Described bridging part 3 connects common part 4, and described common part 4 connects overlap 6; For guaranteeing that the wave resistance interblock cooperatively interacts, the length a of described bridging part 3 is less than or equal to 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 the longitudinal bracing body, on described adjacent two longitudinal bracing bodies, the distance c+2f of 1 of rectangle part is greater than rectangle part 5 width d20-40mm under the longitudinal bracing body, and under described adjacent two longitudinal bracing bodies, rectangle part 5 is greater than rectangle part 1 width 10-30mm above the longitudinal bracing body apart from e.

For ease of construction, prevent that overweight wave resistance piece from bringing the inconvenience of construction, each wave resistance piece arranges 3 longitudinal bracing bodies.

For guaranteeing to construct more easily and obtain better wave resistance effect, the length a of described bridging part 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 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, rectangle part is 160mm apart from e; Under described longitudinal bracing body, the length g of rectangle part is 100mm; The described width h that puts up a bridge part 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 piece 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 piece can adjust accordingly by actual conditions.

Claims

1. A chain-type anti-wave block, characterized in that: it comprises a horizontal support body and a plurality of vertical support bodies, and the horizontal support body and a plurality of vertical support bodies are integral structures; the uppermost part of the vertical support body It is an upper rectangular part, the lower part of the upper rectangular part is a trapezoidal trapezoidal part, the lower part of the trapezoidal part is the common part of the vertical support body and the lateral support body, and the lower rectangular part is the lower part of the common part; the lateral support body passes through the two The longitudinal support body at the side position forms a bridging part; the bridging part is connected to the common part, and the common part is connected to the overlapping part; in order to ensure mutual cooperation between the anti-wave blocks, the length (a) of the bridging part is less than or equal to the upper rectangular Half of the partial width (b) is 0-5mm, the length (g) of the lower rectangular part of the longitudinal support is greater than or equal to the length (m) of the upper rectangular part of the longitudinal support 0-5mm, and the two adjacent longitudinal supports The distance (c+2f) between the rectangular parts on the body is greater than the width (d) of the lower rectangular part of the longitudinal support by 20-40 mm, and the distance (e) between the lower rectangular parts of the two adjacent longitudinal supports is greater than the rectangular part above the longitudinal support. Part width 10-30mm.

2. The interlocking anti-wave blocks according to claim 1, characterized in that: each anti-wave block is provided with three longitudinal supports.

3. The interlocking anti-wave block according to claim 1, characterized in that: the length (a) of the bridging part 3 is 65 mm; the width (b) of the upper rectangular part 1 is 130 mm; the lower part of the trapezoidal part The width (b+2f) is 160mm; the upper width (b) of the trapezoidal part is 130mm; the minimum distance (c) between two adjacent trapezoidal parts is 150mm; the width (d) of the lower rectangular part is 180mm; The distance (e) between the lower rectangular parts of two adjacent longitudinal supports is 160 mm; the length (g) of the lower rectangular parts of the longitudinal supports is 100 mm; the width (h) of the bridge part is 170 mm; the trapezoid The height (k) of the section is 170mm; the height (m) of the upper rectangular section is 100mm.

4. The interlocking anti-wave block according to claim 1, characterized in that: the thickness of the anti-wave block is 20-35cm.