CN210507321U

CN210507321U - Double-embedded anti-impact interlocking block

Info

Publication number: CN210507321U
Application number: CN201921274137.0U
Authority: CN
Inventors: 周伟; 缪平; 吴蒙; 徐一斌; 俞小钦; 董德健
Original assignee: Gaoyou Water Conservancy Planning And Design Office
Current assignee: Gaoyou Water Conservancy Planning And Design Office
Priority date: 2019-08-07
Filing date: 2019-08-07
Publication date: 2020-05-12
Anticipated expiration: 2029-08-07

Abstract

The utility model relates to a two formula scour protection interlocking pieces that inlay, include: the interlocking block comprises an interlocking block body, wherein wedge-shaped mortises are symmetrically arranged on two sides of the length direction of the interlocking block body, a tenon is arranged at one end of the interlocking block body in the width direction, a tenon tail is arranged on the other side of the interlocking block body in the width direction, the tenon is matched with the tenon tail, a force dissipating pier is arranged at the top end of the interlocking block body, and an anchor post is arranged at the bottom end of the interlocking block body. After the structure is adopted, the installation of the anti-impact interlocking block is realized through the anchor column, the integral anti-impact capability of the interlocking block is enhanced, the energy dissipation function is improved, and the construction process is simplified; and the arrangement of the force dissipating piers can play a role in slowing down the scouring of river water and also play a role in skid resistance, thereby providing convenience for pedaling, climbing and walking of workers and ensuring that the slope protection is safer and more convenient to overhaul and maintain.

Description

Double-embedded anti-impact interlocking block

Technical Field

The utility model relates to an interlocking piece especially relates to a two formula scour protection interlocking pieces that inlay.

Background

The river course revetment of the existing hydraulic engineering generally adopts modes such as stone masonry or cast-in-place concrete. The stone masonry revetment has the defects of high construction difficulty, difficult control of engineering quality and the like, and the mined stone blocks are easy to damage the natural ecological environment, are not beneficial to environmental protection and are gradually eliminated; the cast-in-place concrete slope protection has the defects of complex construction, low efficiency, poor flexibility, incapability of adapting to foundation deformation, easiness in cracking, suspension, difficulty in repairing and the like; the common interlocking blocks are usually connected by mutually engaging wedge openings between the building blocks, and although the interlocking blocks have certain integrity, the integral stability of the precast blocks is affected when the interlocking blocks encounter uneven slope settlement or steep slope. Especially in the river course where ships are sailing, the prefabricated block can not resist the scouring of ship traveling waves, and influences are caused on the river course side slope and the stability of an embankment.

The ecological interlocking piece that current more common bank protection mode adopted, it is shown with reference to fig. 5 and 6 that block 1 left and right sides symmetry is equipped with wedge tongue-and-groove 2, and block 1 front and back bilateral symmetry is equipped with spread groove 3, and block 1 stretches into 2 inside realization connections in wedge tongue-and-groove through protrusion piece 7. Compare fig. 1, fig. 2, this interlocking piece is though there is certain stability, but the interlocking piece only relies on self gravity to depend on bank protection backfill, and stability is relatively poor, and scour protection ability is relatively weak, runs into inhomogeneous domatic settlement or relatively steep slope, and the overall stability of prefabricated section has just been influenced. Especially, in the river course sailing by ships, the prefabricated block can not resist the scouring of ship traveling waves, influences are caused on the stability of river course slopes and dikes, and the prefabricated block can only be suitable for urban river courses and general still water river courses.

SUMMERY OF THE UTILITY MODEL

In order to overcome the defects, the utility model provides a double-embedded scour protection interlocking piece.

The utility model provides a technical scheme that its technical problem adopted is: a dual-embedded anti-shock interlock block comprising: interlocking piece body, interlocking piece body length direction bilateral symmetry is equipped with the wedge tongue-and-groove, one of interlocking piece body width direction is served and is equipped with the tenon, interlocking piece body width direction opposite side is equipped with the tenon tail, the connecting block matches the setting with the tenon tail, be equipped with the power of dissolving mound on the interlocking piece body top, the bottom is equipped with the anchor post.

Furthermore, the force-dissipating piers and the anchor columns are cylindrical.

Furthermore, for the convenience of installation, the end face of the bottom end of the anchor column is in a semicircular shape protruding from the top end of the anchor column to the bottom end of the anchor column.

Furthermore, four force dissipating piers are correspondingly arranged at four corners of the interlocking block body respectively.

Furthermore, the number of the anchor posts is four, and the anchor posts are correspondingly arranged at four corners of the interlocking block body respectively.

Furthermore, for the structural strength and the integrity of the whole anti-impact block, the interlocking block body, the force-dissipating pier and the anchor column are integrally cast.

Further, for convenience of manufacture and use, the tenon is a semicircular bulge, and the tenon tail is a semicircular groove.

The utility model has the advantages that: after the structure is adopted, the installation of the anti-impact interlocking block is realized through the anchor column, the integral anti-impact capability of the interlocking block is enhanced, the energy dissipation function is improved, and the construction process is simplified; and the arrangement of the force dissipating piers can play a role in slowing down the scouring of river water and also play a role in skid resistance, thereby providing convenience for pedaling, climbing and walking of workers and ensuring that the slope protection is safer and more convenient to overhaul and maintain.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the assembly structure of a plurality of anti-shock interlocking blocks of the present invention;

fig. 3 is a schematic top view of the present invention;

fig. 4 is a schematic structural view of the force dissipating pier and the anchor post of the present invention on the interlocking block body;

fig. 5 is a schematic view of a prior ecological interlocking block structure;

fig. 6 is a schematic view of a conventional multi-ecological interlocking block assembling structure.

Detailed Description

The following detailed description of the preferred embodiments of the present invention will be provided in conjunction with the accompanying drawings, so as to enable those skilled in the art to more easily understand the advantages and features of the present invention, and thereby define the scope of the invention more clearly and clearly.

As shown in fig. 1 to 4, a dual-insertion anti-impact interlocking block includes: interlocking piece body 1, interlocking piece 1 body length direction bilateral symmetry is equipped with wedge tongue 2, and one of 1 width direction of interlocking piece body is served and is equipped with

tenon

3, and 1 width direction opposite side of interlocking piece body is equipped with tenon tail 5, and tenon 3 and tenon tail 5 match set up, are equipped with on 1 top of interlocking piece body and disappear power mound 6, and the bottom is equipped with anchor post 7, still is equipped with two through-holes 4 on the interlocking piece body.

As shown in fig. 1 and 3, four anchor posts 7 are provided at four corners of the interlocking block body 1.

According to the scour prevention interlocking block, the four anchor posts are installed and embedded in soil bodies of the side slopes, and even if slope settlement occurs or ship traveling waves occur, the strong overall stability can be still kept, so that the durability and the stability of the side slopes can be improved, fine adjustment of the overall flatness of the revetment can be performed through the four anchor posts, and the integral pavement is ensured to be attractive; each anti-impact interlocking block and six peripheral anti-impact interlocking blocks generate super-strong connection effect, namely as shown in figure 2, each anti-impact interlocking block is spliced with two blocks at the upper part, two blocks at the lower part, one block at the left end and one end at the right end, the three-dimensional stability of each anti-impact interlocking block is increased through the anchor column, the anti-impact capability is enhanced, the energy dissipation function is improved, and the construction process is simplified.

As shown in fig. 1 to 3, the force dissipating piers 6 and the anchor posts 7 are cylindrical for convenience of manufacture and use.

As shown in fig. 4, the end surface of the bottom end of the anchor post 7 is a semi-circle protruding from the top end of the anchor post 7 to the bottom end of the anchor post, i.e. the bottom end of the anchor post has a relatively sharp end portion, which facilitates the installation of the anchor post.

The power of breaking mound 6 is four, corresponds the setting respectively and at 1 four angle departments of interlocking piece body, and the setting of power of breaking mound 6 not only can play the scouring action that slows down the river, can also play the antiskid effect, for staff step on, climb and walk and facilitate, make the maintenance and the maintenance of bank protection safer, convenient. Even when people around the building fall down a river slope, the force dissipating piers can enable the building to have feet and hand grips in an emergency.

In order to facilitate manufacturing and improve the integrity of the anti-impact interlocking block, the interlocking block body 1, the force-absorbing pier 6 and the anchor post 7 are integrally cast.

Tenon 3 is semi-circular arch, and tenon tail 5 is semi-circular recess, even if be convenient for realize the installation and the concatenation of a plurality of scour protection interlocking piece, improve the efficiency, the matching degree of installation and concatenation.

The length, width and height of the interlocking block body in the anti-impact interlocking block are 400 multiplied by 300 multiplied by 100mm, and the diameter of the tenon head 3 and the tenon tail 5 is 100 mm; the wedge port of the wedge-shaped mortise is 200mm long; the diameter of the cylindrical force dissipating pier is 60mm, and the height of the cylindrical force dissipating pier is 50 mm; the diameter of the cylindrical anchor column is 60mm, and the height of the cylindrical anchor column is 100 mm; the interlocking block can be constructed according to the laying method of the common interlocking block, the construction process is simple and convenient, and the heights of the force dissipating piers and the anchor posts and other parts can be adjusted according to the river channel condition.

To sum up, the utility model discloses the overall stability of river slope can be improved to the interlocking piece, has antiscour ability and certain energy dissipation effect, stably plays better guard action to river course side slope and dyke. Meanwhile, the safety of surrounding people in traffic and travel can be protected to a certain extent. The interlocking block is simple in manufacturing process, convenient to install, firm and durable, can be applied to the treatment of medium and small rivers, and can also be applied to steep slope revetment, traffic channels and landscape river engineering. Due to the anchor columns, no cushion layers such as sand stones and the like need to be laid below the anti-impact interlocking blocks, so that the construction cost can be saved, and the anti-impact interlocking block is economical and practical.

It is to be emphasized that: the above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.

Claims

1. A dual-embedded anti-shock interlock block, comprising: interlocking piece body, interlocking piece body length direction bilateral symmetry is equipped with the wedge tongue-and-groove, one of interlocking piece body width direction is served and is equipped with the tenon, interlocking piece body width direction opposite side is equipped with the tenon tail, the tenon matches the setting with the tenon tail, be equipped with the pier that disappears on the interlocking piece body top, the bottom is equipped with the anchor post.

2. A double-embedded anti-shock interlocking block as claimed in claim 1, wherein the deadening pier and the anchor post are cylindrical.

3. The dual-embedded anti-impact interlocking block as claimed in claim 2, wherein the bottom end surface of the anchor post is a semi-circle protruding from the top end of the anchor post to the bottom end of the anchor post.

4. The double-embedded anti-impact interlocking block as claimed in claim 1, wherein the number of the force-absorbing piers is four, and the four force-absorbing piers are respectively and correspondingly arranged at four corners of the interlocking block body.

5. The dual-embedded anti-impact interlocking block as claimed in claim 1, wherein the number of the anchor posts is four, and the four anchor posts are respectively and correspondingly arranged at four corners of the interlocking block body.

6. The dual-embedded anti-impact interlocking block as claimed in claim 1, wherein the interlocking block body, the force absorbing pier and the anchor post are integrally cast.

7. The dual-embedded anti-shock interlocking block as claimed in claim 1, wherein the tenon is a semicircular protrusion and the tenon tail is a semicircular groove.