Construction unit and tidal pool
Through the design of quadrilateral block structural units and texture components, the problems of easy damage and poor landscape properties of traditional tidal pool structures are solved, better wave removal effect and overall adaptability of seawalls are achieved, and the ecology of seawalls is enhanced. Beautifulness.
Patent Information
- Application Number
- CN202420138498.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-19
- Publication Date
- 2025-01-10
- Estimated Expiration
- 2034-01-19
AI Technical Summary
The tidal pools in traditional seawalls have complex structures, are prone to damage, have poor water retention, and are not well-landscaped. They are not adaptable to the transformation of the current seawalls and have complex construction processes.
A quadrilateral block building unit is adopted, with vertically extending accommodation holes and textured members on the top surface. The textured members consume wave kinetic energy, combined with drainage holes and inclined surface design, forming a tidal pool. The pool wall is composed of multiple structural units. And set up gravel layers on the walls and bottoms of the pond to improve the wave removal effect.
It improves the wave reduction and reduction effect of the tidal pool, and enhances the landscape and ecology of the seawall, provides living space for marine organisms, simplifies the construction process, and improves the overall adaptability and aesthetics of the seawall.
Smart Images
Figure CN222332591U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of embankment structures and relates to a structural unit for constructing a tidal pool. Background Art
[0002] In the traditional ecological transformation of seawalls, tidal pools are set outside the embankment foot, far away from the seawall, and are constructed with block stones or bagged sand cofferdams. The structure is complex, easy to damage, weak water retention, and poor landscape. It has poor adaptability to the transformation of the existing seawall, and the structure is not suitable for prefabrication. The construction process is complicated, and it is easy to damage in the later use process and has poor landscape. Utility Model Content
[0003] The utility model aims to provide a structural unit which can be used to construct a tidal pool and has a good wave elimination and wave reduction effect.
[0004] A structural unit is used to construct a tidal pool dam. The structural unit is a quadrangular prism block, a top surface of which is formed with a vertically extending accommodating hole, and a plurality of texture components with vertically penetrating holes are arranged in the accommodating hole.
[0005] Optionally, the texture component is a top cover covering the top of the accommodating hole, and the four sides of the top cover are connected to the four sides of the accommodating hole.
[0006] Optionally, the texture component comprises a plurality of staggered or cross-connected partitions, and the top surfaces of the plurality of partitions form a texture pattern.
[0007] Optionally, the texture member comprises a plurality of vertical tubes having side walls connected to each other.
[0008] Optionally, one or more drainage holes are formed on the block, and the drainage holes are arranged below the accommodating hole.
[0009] Optionally, the bottom end of the partition abuts against the bottom of the accommodating hole, and a water hole is provided at the lower part thereof.
[0010] Optionally, the edges of the top of the block are all inclined surfaces.
[0011] Optionally, the blocks have a variety of height dimensions.
[0012] The utility model also provides a tidal pool, comprising a pool bottom and pool walls distributed around the pool bottom, wherein the pool bottom and the pool walls are both composed of a plurality of structural units and combination blocks as described above, and the length and width of the combination blocks are equal to those of the structural units.
[0013] Optionally, the gap between two adjacent structural units, or between adjacent structural units and combined units, is compacted with fine stone concrete or mortar; and the pool wall and / or pool bottom are scattered with crushed stones.
[0014] Optionally, the heights of the structural units and the assembly blocks constituting the pool wall are not completely the same; the heights of the structural units and the assembly blocks constituting the pool bottom are also not completely the same.
[0015] Optionally, the combination block is a rectangular or cube prefabricated block with a width consistent with that of the construction unit.
[0016] The utility model also discloses a tidal pool, which is characterized by comprising a pool bottom and a pool wall arranged on the pool bottom and composed of any of the structural units described above.
[0017] Optionally, the gap between two adjacent structural units is compacted by fine stone concrete or mortar; the top of the pool wall is inlaid with crushed stones, and the pool bottom is paved with a crushed stone layer or a gravel layer.
[0018] The beneficial effects of the utility model include:
[0019] The structural unit disclosed in the utility model has a good wave reduction and wave elimination effect by opening a receiving hole at the top and arranging a frame unit in the receiving hole. The utility model also discloses a tidal pool formed by the structural unit. The pool wall of the tidal pool can be composed of structural units of different heights. Since the structural unit has a receiving hole and a texture component, the pool wall of the tidal pool has a good wave reduction and wave elimination effect. In addition, the wave elimination effect of the tidal pool can be further improved by arranging gravel at different heights on the top of the pool wall and arranging a gravel layer or a gravel layer in the tidal pool. Aquatic salt-tolerant plants are planted in the tidal pool to increase the ecology of the tidal pool. The gravel layer in the tidal pool and the receiving hole structure of the structural unit also provide a certain living space for marine life on the coast, which can increase the reproduction of marine life and further increase the ecological effect of the tidal pool. Since the tidal pool is usually arranged at the foot platform of the seawall or the secondary platform position of the multi-level seawall, the tidal pool can also improve the overall landscape and ecological effect of the seawall. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 It is an axonometric drawing of the structural unit disclosed in the utility model.
[0021] Figure 2 for Figure 1 Cross-sectional structural diagram of the structural unit.
[0022] Figure 3 It is an axonometric diagram of an exemplary embodiment of a tidal pool disclosed in the present invention.
[0023] In the figure: 1. block; 2. receiving hole; 3. drainage hole; 4. texture component; 5. combination block. DETAILED DESCRIPTION
[0024] The utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0025] First embodiment
[0026] like Figure 1 to Figure 2 As shown, the utility model discloses a construction unit that can be used to construct a tidal pool dam with wave reduction and wave elimination effects. The construction unit is a quadrangular prism block 1, and a vertically extending receiving hole 2 is provided on the top of the block 1. A texture component 4 with multiple vertical through holes is provided in the cavity of the receiving hole 2. When waves or tides enter the receiving hole 2, the receiving hole 2 and the texture component 4 can consume the kinetic energy of the waves. The texture component 4 arranged in the receiving hole 2 can increase the roughness of the top surface of the block 1. Using the construction unit to construct wave elimination facilities such as tidal pool dams can improve the wave elimination effect of the wave elimination facilities.
[0027] Preferably, the block 1 is a quadrangular prism structure with equal length and width.
[0028] In this embodiment, the texture member 4 is a top cover covering the top of the receiving hole 2, and the top cover has a plurality of vertically penetrating holes, through which seawater can flow into the receiving hole 2. The top cover is connected to the receiving hole 2 around its periphery.
[0029] Furthermore, at least one drainage hole 3 extending along the length direction of the block 1 is formed on each of the two opposite side walls of the block 1. The drainage hole 3 is arranged below the accommodating hole 2. Water on both sides of the block 1 can flow from the drainage hole 3 to the other side. When a plurality of blocks 1 are arranged together in a straight line, the drainage holes 3 of two adjacent blocks 1 can form a water conduit, which is beneficial to the rapid discharge of water on the block 1 combination.
[0030] Specifically, three equally spaced drainage holes 3 are arranged on the side wall of the block 1 to enable the seawater to flow out quickly.
[0031] In another optional embodiment, the drainage hole 3 is connected to the receiving hole 2, that is, the top height of the drainage hole 3 is slightly higher than the bottom elevation of the receiving hole 2. Since the drainage hole 3 is connected to the receiving hole 2, the water flow entering the receiving hole 2 can be discharged from the drainage hole 3, which can reduce the water accumulation in the receiving hole 2 and avoid excessive water accumulation in the receiving hole 2 affecting the wave-breaking effect.
[0032] Furthermore, inclined surfaces are formed on all sides of the top of the block 1, which can reduce damage to the block 1 caused by the impact of waves.
[0033] The holes of the texture component 4 have different cross-sectional shapes, which can be suitable shapes such as polygons, circles, ellipses, etc., or can also be a combination of suitable shapes such as polygons, circles, ellipses, etc. The receiving holes 2 on different blocks 1 can be configured with texture components 4 with different patterns.
[0034] In order to improve the aesthetics and landscape of the block 1, the texture pattern of the texture component 4 can be similar to or basically consistent with the door and window frame pattern in traditional Chinese wooden buildings.
[0035] Specifically, the block 1 is a prefabricated concrete component, and the cross-sectional size thereof is 0.8m*0.8m. Different blocks 1 may also have different heights to construct tidal pools of different heights and sizes.
[0036] Second embodiment
[0037] The difference from the first embodiment is that in this embodiment, the texture member 4 includes a plurality of staggered or cross-connected baffles disposed in the receiving hole 2, and the top surface of the baffles is substantially flush with the top surface of the block 1. The top surfaces of these staggered or cross-connected baffles can form a variety of texture patterns. The top of the baffle is substantially flush with the top of the receiving hole 2, and the bottom thereof is suspended, that is, the bottom end of the baffle is not connected to the bottom surface of the receiving hole 2, so that the water flow entering the hole of the texture member 4 directly flows out from the texture member 4 into the cavity of the receiving hole 2.
[0038] The bottom end of the partition may also be in contact with the bottom of the accommodating hole 2. In order to avoid water accumulation in the holes of the texture component 4, a water hole may be provided near the bottom of the partition to prevent excessive water accumulation in one or several holes of the texture component 4 from affecting the overall wave-breaking effect of the block 1.
[0039] Third embodiment
[0040] The difference from the first embodiment is that in this embodiment, the texture member 4 includes a plurality of vertically extending vertical tubes disposed in the receiving hole 2, and two adjacent vertical tubes are fixedly connected. In other words, the plurality of vertical tubes connected together constitute the texture member 4. The top surface of the vertical tube is substantially flush with the top surface of the receiving hole, and different numbers of vertical tubes or different arrangements of the plurality of vertical tubes can form different texture patterns.
[0041] The bottom end of the vertical pipe is in contact with the bottom surface of the accommodating hole 2, and a water hole can be provided at the lower part of the vertical pipe to avoid water accumulation in the vertical pipe.
[0042] It should be understood that the cross-sectional shape of the vertical pipe can be circular, polygonal or other suitable shapes.
[0043] like Figure 3As shown, the utility model also discloses a tidal pool comprising a plurality of the structural units described above.
[0044] The tidal pool has a pool wall and a pool bottom, wherein the pool wall of the tidal pool is obviously higher than the height of the pool bottom, that is, the tidal pool is roughly in a shape with higher sides and relatively lower middle position, which can temporarily accommodate water flow.
[0045] The pool wall around the tidal pool is composed of multiple structural units and multiple assembly blocks 5 arranged in sequence, wherein the assembly blocks 5 are quadrangular prism concrete prefabricated blocks, and their length and width are basically consistent with the length and width of the structural units; the pool bottom of the tidal pool is also formed by arranging multiple structural units and assembly blocks 5, the difference is that the height of the structural units and assembly blocks 5 constituting the pool bottom is generally lower than the height of the structural units and assembly blocks 5 constituting the pool wall. In addition, by constructing a tidal pool using the structural units and assembly blocks 5, the tidal pool can be quickly constructed, and the consistency and aesthetics of different tidal pools can be improved.
[0046] Furthermore, the different structural units, structural units and assembly blocks 5 constituting the wall of the tidal pool have different heights, that is, the top surface of the wall of the tidal pool is also undulating, which can improve the wave dissipation and wave prevention effects of the seawall provided with the tidal pool structure. Similarly, the structural units and assembly blocks 5 of the bottom of the tidal pool can also have different heights, that is, the bottom of the tidal pool is also undulating, so that the tidal pool has a better potential for dissipating the waves.
[0047] When constructing the tidal pool, the drainage hole 3 of the structural unit should be basically parallel to the embankment axis or the shore line, and the flowing water in the tidal pool can pass through the structural unit through the drainage hole 3, so that the water flow can be achieved in the tidal pool or between two adjacent tidal pools.
[0048] Furthermore, in order to increase the aesthetics of the tidal pool and the differences between different tidal pools, while also improving the wave-breaking capacity of the seawall tidal pool structure, the walls of different tidal pools are also configured to have different heights.
[0049] The tidal pool can also intercept and store seawater, providing a good growth and reproduction place for marine life near the coast, and increasing the ecology of the seawall or coastal area.
[0050] Optionally, since the top of the structural unit is provided with a receiving hole 2, plants suitable for growing in a seawater environment can be planted on the structural unit to improve the ecology of the tidal pool. In other embodiments, salt-tolerant plants can also be planted in the tidal pool to improve the ecology and landscape effect of the tidal pool. At the same time, the aquatic plants planted in the receiving hole 2 can also improve the wave reduction effect of the tidal pool.
[0051] The joints between two adjacent structural units, between a structural unit and the assembly block 5, and between the assembly blocks 5 and the assembly blocks 5 on the wall or bottom structure of the tidal pool are poured with fine stone concrete or filled with mortar. On the one hand, the connection between two adjacent structural units, or between a structural unit and the assembly block 5, can be strengthened. On the other hand, the sealing of the tidal pool can be improved, so that the tidal pool can store a certain amount of water within a period of time, providing the necessary conditions for the growth of coastal organisms in the tidal pool, and increasing the ecological effect of the tidal pool.
[0052] Optionally, a certain amount of gravel is scattered on the top surface of the pool wall, and the gravel can further increase the roughness of the top surface of the pool wall, thereby further increasing the wave reduction effect of the tidal pool.
[0053] Optionally, a large amount of crushed stones are scattered in the tidal pool to form a crushed stone layer or a gravel layer. The crushed stone layer or the gravel layer can provide a large number of gaps, which can improve the wave-breaking effect on the one hand, and provide a richer living environment for different benthic organisms on the other hand.
[0054] The tidal pool is arranged at the foot of the seawall, and its layout elevation should be below the average high tide level. When the tide is low, water is stored in the tidal pool to meet the survival needs of more marine benthic organisms.
[0055] The above-mentioned related explanations and descriptions of the embodiments are for the purpose of facilitating the understanding and application of the present invention by ordinary technicians in the technical field. It is obvious that those familiar with the technical field can easily make various modifications to these contents and apply the general principles described herein to other embodiments without creative work. The present invention is not limited to the above-mentioned related explanations and descriptions of the embodiments. Improvements and modifications made by technicians in the field based on the disclosure of the present invention without departing from the scope of the present invention should be within the scope of protection of the present invention.
Claims
1. A construction unit for constructing a tidal pool dam, characterized in that: The structural unit is a quadrangular prism block, a top surface of which is formed with a vertically extending receiving hole, and a plurality of texture components with vertically penetrating holes are arranged in the receiving hole.
2. The construction unit according to claim 1, characterized in that: The texture component is a top cover covering the top of the accommodating hole, and the four sides of the top cover are connected to the four sides of the accommodating hole.
3. The construction unit according to claim 1, characterized in that: The texture component comprises a plurality of staggered or cross-connected partitions, and the top surfaces of the plurality of partitions form a texture pattern.
4. The construction unit according to claim 1, characterized in that: The texture member includes a plurality of vertical tubes having side walls connected to each other.
5. The construction unit according to claim 1, characterized in that: One or more drainage holes are formed on the block, and the drainage holes are arranged below the accommodating hole.
6. The construction unit according to claim 3, characterized in that: The bottom end of the partition plate abuts against the bottom of the accommodating hole, and a water hole is arranged at the lower part thereof.
7. The construction unit according to claim 1, characterized in that: The edges of the top of the block are all inclined surfaces.
8. The construction unit according to claim 1, characterized in that: The blocks have various height dimensions.
9. A tidal pool, characterized in that: The invention comprises a pool bottom and a pool wall distributed around the pool bottom, wherein the pool bottom and the pool wall are both composed of a plurality of structural units and combination blocks according to any one of claims 1 to 8, and the length and width of the combination block are equal to those of the structural unit.
10. The tidal pool according to claim 9, characterized in that: The gap between two adjacent structural units, or between adjacent structural units and combined units, is compacted with fine stone concrete or mortar; and the pool wall and / or pool bottom are scattered with broken stones.
11. The tidal pool according to claim 10, characterized in that: The heights of the structural units and the assembly blocks constituting the pool wall are not completely the same; the heights of the structural units and the assembly blocks constituting the pool bottom are also not completely the same.
12. The tidal pool according to claim 11, characterized in that: The combined block is a quadrangular column concrete prefabricated block with a width consistent with that of the structural unit.