CN207032151U

CN207032151U - Shore protection

Info

Publication number: CN207032151U
Application number: CN201720810194.0U
Authority: CN
Inventors: 马征
Original assignee: Dalian Port Design & Research Institute Co Ltd
Current assignee: Dalian Port Design & Research Institute Co Ltd
Priority date: 2017-07-06
Filing date: 2017-07-06
Publication date: 2018-02-23
Anticipated expiration: 2027-07-06

Abstract

The utility model provides a kind of shore protection.The shore protection includes pile foundation, beam slab and DOCK LEVELER, the beam slab is laterally located at the pile foundation relatively above, the DOCK LEVELER is on beam slab, the DOCK LEVELER includes adjustable plate body and height adjuster, and the adjustable plate body is located at the beam slab relatively above by the height adjuster.A kind of shore protection provided by the utility model uses the structure design of DOCK LEVELER, and applied to passenger wharf or cargo berth, shore protection height can be highly adjusted according to seawater or river, easy to use, practical.

Description

Shore protection

Technical field

The utility model belongs to harbour facilities field, more particularly to a kind of shore protection.

Background technology

Existing harbour shore protection has multiple structural forms, such as sloping quay shore protection, i.e., using jackstone embankment structure, jackstone rear If inverted filter, land-based area backfill medium coarse sand, mask barrier board, jackstone toe river bottom protection block stone, there is good wave absorbing effect, but Take larger water areas of harbor.Or designed using upright structures, but the height of vertical type bulkhead wall is typically fixed, it is difficult to it is applicable not Same water level, applicability be not high.

Utility model content

Take that larger waters, shore protection are highly fixed, are difficult to applicable different water levels causes applicability not to solve existing shore protection High technical problem, a kind of wave absorbing effect of the utility model offer is good, shore protection is Height Adjustable, can be applicable different water levels, fits With the high shore protection of property.

Shore protection provided by the utility model includes pile foundation, beam slab and DOCK LEVELER, and the beam slab is laterally located at the stake Relatively above, for the DOCK LEVELER on beam slab, the DOCK LEVELER includes adjustable plate body and height adjuster to base, The adjustable plate body is located at the beam slab relatively above by the height adjuster.

In a kind of preferred embodiment of shore protection provided by the utility model, the pile foundation includes bored concrete pile and filled stone, institute Pile foundation is stated to be located between the pile foundation located at both sides of the beam slab with respect to lower section, the filled stone filling.

In a kind of preferred embodiment of shore protection provided by the utility model, the filled stone includes decomposed rock, gravel matter viscosity Soil and manually rockfill, the decomposed rock and the gravelly clay and described manually rockfill are stacked between the pile foundation successively In space.

In a kind of preferred embodiment of shore protection provided by the utility model, the beam slab includes bent cap, feature board and edge Functional block, located at the bent cap relatively above, the limbic function block is located at the feature board sidepiece to the feature board, and is located at Relatively above, the feature board includes prefabricated superimposed sheet, Bars In Poured Concrete Slab, concrete wearing course to the bent cap, the prefabricated superimposed sheet, described Bars In Poured Concrete Slab and the concrete wearing course overlap setting successively.

In a kind of preferred embodiment of shore protection provided by the utility model, the limbic function block includes railing, drainpipe And cable duct, located at the limbic function block sidepiece relatively above, the drainpipe and the cable duct are located at the railing The limbic function block relative interior.

In a kind of preferred embodiment of shore protection provided by the utility model, the DOCK LEVELER also includes adjustable plate function Plate and adjustable plate limbic function block, the adjustable plate feature board and the adjustable plate limbic function block are located at the adjustable plate sheet Body is relatively above.

In a kind of preferred embodiment of shore protection provided by the utility model, the height adjuster supports including hydraulic spring grease cup Frame, the hydraulic spring grease cup support frame quantity to be multiple, multiple hydraulic spring grease cup support frames respectively with the beam slab and the height Spend adjustable plate connection.

Shore protection of the present utility model has the advantages that：

, can be high according to seawater or river applied to passenger wharf or cargo berth using the structure design of DOCK LEVELER Degree regulation shore protection height, easy to use, practical, wave absorbing effect is good, and shore protection is Height Adjustable, can be applicable different water levels, Applicability is high.The beam slab uses the structure design of multiple function layers, and the prefabricated superimposed sheet is easy to construct, and the Bars In Poured Concrete Slab can The prefabricated superimposed sheet is fixed, the concrete wearing course can improve the wearability and service life of shore protection.

Brief description of the drawings

, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model The accompanying drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some realities of the present utility model Example is applied, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings Other accompanying drawings are obtained, wherein：

Fig. 1 is the structural representation of the preferred embodiment of shore protection one provided by the utility model.

Embodiment

Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only part of the embodiment of the present utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The all other embodiment obtained, belong to the scope of the utility model protection.

Referring to Fig. 1, it is the structural representation of the preferred embodiment of shore protection one provided by the utility model.

The shore protection 1 includes pile foundation 11, beam slab 12 and DOCK LEVELER 13.The beam slab 12 is laterally located at the pile foundation 11 Relatively above, the DOCK LEVELER 13 is on beam slab 12.

The DOCK LEVELER 13 includes adjustable plate body 131, height adjuster 132, adjustable plate feature board 133, regulation Edges of boards edge functional block 134.The adjustable plate body 131 is located at the beam slab 12 relatively above by the height adjuster 132. The height adjuster 132 includes hydraulic spring grease cup support frame 1321.The quantity of hydraulic spring grease cup support frame 1321 is multiple to be multiple The hydraulic spring grease cup support frame 1321 is connected with the beam slab 12 and the DOCK LEVELER 13 respectively.The adjustable plate feature board 133 and the adjustable plate limbic function block 134 located at the adjustable plate body 131 relatively above.

The pile foundation 11 includes bored concrete pile 111 and filled stone 112.The pile foundation 11 is located at the beam slab 12 with respect to lower section Both sides, the filling of filled stone 112 are located between the pile foundation 11.

The filled stone 112 includes decomposed rock 1121, gravelly clay 1122 and manually rockfills 1123.The decomposed rock 1121 and the gravelly clay 1122 and described manually rockfill in 1123 spaces being stacked at successively between the pile foundation 11.

The beam slab 12 includes bent cap 121, feature board 122 and limbic function block 123.The feature board 122 is located at described Relatively above, the limbic function block 123 is located at the sidepiece of feature board 122 to bent cap 121, and relative located at the bent cap 121 Top.

The feature board 122 includes prefabricated superimposed sheet 1221, Bars In Poured Concrete Slab 1222, concrete wearing course 1223, the prefabricated overlapping Plate 1221, the Bars In Poured Concrete Slab 1222 and the concrete wearing course 1223 overlap setting successively.

The limbic function block 123 includes railing 1231, drainpipe 1232 and cable duct 1233.The railing 1231 is located at Relatively above, the drainpipe 1232 and the cable duct 1233 are located at the edge work(to the sidepiece of limbic function block 123 Can the relative interior of block 123.

Shore protection 1 of the present utility model has the advantages that：

, can be according to seawater or river applied to passenger wharf or cargo berth using the structure design of DOCK LEVELER 13 Shore protection height is highly adjusted, easy to use, practical, wave absorbing effect is good, and shore protection is Height Adjustable, can be applicable different water Position, applicability are high.The beam slab 12 uses the structure design of multiple function layers, and the prefabricated superimposed sheet 1221 is easy to construct, institute The prefabricated superimposed sheet 1221 can be fixed by stating Bars In Poured Concrete Slab 1222, and the concrete wearing course 1223 can improve the wearability of shore protection and make Use the life-span.

Embodiment of the present utility model is the foregoing is only, not thereby limits the scope of the claims of the present utility model, it is every The equivalent structure or equivalent flow conversion made using the utility model specification and accompanying drawing content, or be directly or indirectly used in Other related technical fields, are similarly included in scope of patent protection of the present utility model.

Claims

1. a kind of shore protection, it is characterised in that including pile foundation, beam slab and DOCK LEVELER, the beam slab is laterally located at the pile foundation Relatively above, for the DOCK LEVELER on beam slab, the DOCK LEVELER includes adjustable plate body and height adjuster, institute State adjustable plate body and the beam slab is located at relatively above by the height adjuster.

2. according to the shore protection described in claim 1, it is characterised in that the pile foundation includes bored concrete pile and filled stone, the stake Base is located between the pile foundation located at both sides of the beam slab with respect to lower section, the filled stone filling.

3. according to the shore protection described in claim 2, it is characterised in that the filled stone include decomposed rock, gravelly clay and Manually rockfill, the decomposed rock and the gravelly clay and the artificial space being stacked at successively between the pile foundation of rockfilling It is interior.

4. according to the shore protection described in claim 1, it is characterised in that the beam slab includes bent cap, feature board and limbic function Block, located at the bent cap relatively above, the limbic function block is located at the feature board sidepiece to the feature board, and located at described Relatively above, the feature board includes prefabricated superimposed sheet, Bars In Poured Concrete Slab, concrete wearing course to bent cap, the prefabricated superimposed sheet, described cast-in-place Plate and the concrete wearing course overlap setting successively.

5. according to the shore protection described in claim 4, it is characterised in that the limbic function block includes railing, drainpipe and electricity Cable ditch, located at the limbic function block sidepiece relatively above, the drainpipe and the cable duct are located at described for the railing Limbic function block relative interior.

6. according to the shore protection described in claim 1, it is characterised in that the DOCK LEVELER also include adjustable plate feature board and Adjustable plate limbic function block, the adjustable plate feature board and the adjustable plate limbic function block are located at described this body phase of adjustable plate To top.

7. according to the shore protection described in claim 1, it is characterised in that the height adjuster includes hydraulic spring grease cup support frame, The hydraulic spring grease cup support frame quantity is multiple, and multiple hydraulic spring grease cup support frames are adjusted with the beam slab and the height respectively Save plate connection.