A foundation structure of a tower-type shore marker

Abstract

The present invention provides a novel foundation structure of a tower-type shore marker, including a mortar-laid stone foundation, a cantilever, a boat-mooring step, a maintenance step and a tower-type shore marker body. The mortar-laid stone foundation is built on the shore, and a cantilever is arranged at the top front end of the mortar-laid stone foundation, the cantilever extends above the water surface, and the tower-type shore marker body is arranged on the cantilever. The cantilever is used to widen the visibility of the tower-type shore marker body, the boat-mooring step and the maintenance step are integrally formed on the side of the mortar-laid stone foundation, and the boat-mooring step and the maintenance step are used to facilitate the staff to maintain the shore marker foundation structure. The present invention adopts this structure, which is simple and practical, can ensure that the shore marker body is in an open position on the water surface, reduce the interference of shore shielding objects to it, so as to enhance the visibility of the shore marker body and ensure its auxiliary navigation function.

Description

Technical Field

[0001] The invention relates to the technical field of shore markers for ship navigation, and in particular to a foundation structure of a pedestal tower-type shore marker. Background Art

[0002] Tower-type shore markers are a kind of sign set on the shore to indicate the navigation of ships, which plays an important role in the safe navigation of ships. At present, shore markers are mostly built on rocky ground, soil ground or concrete slope protection on both sides of the river, and generally use gravity concrete pedestal foundation. If the visual position of some markers on the shore is not wide enough and there are many obstructions, the navigation effect of shore markers will be weakened, affecting the navigation safety of ships. Therefore, in order to solve this defect in the existing technology, we have made corresponding improvements to the basic structure of shore markers. Summary of the invention

[0003] The main purpose of the present invention is to solve the problems existing in the prior art and to provide a simple and practical shore marker base structure which can ensure that the shore marker body is in an open position on the water surface, reduce the interference of shore shelters on it, enhance the visibility of the shore marker body, and ensure its auxiliary navigation function.

[0004] In order to solve the above technical problems, the technical solution adopted by the present invention is: a pedestal-type tower-type shore marker foundation structure, wherein the pedestal-type tower-type shore marker foundation structure includes a mortared stone pedestal, a cantilever, a mooring step, a maintenance step and a tower-type shore marker body, the mortared stone pedestal is built on the shore, and a cantilever is arranged at the top front end of the mortared stone pedestal, the cantilever extends above the water surface, and the tower-type shore marker body is arranged on the cantilever, the cantilever is used to widen the visibility of the tower-type shore marker body, the mooring step and the maintenance step are integrally formed on the side of the mortared stone pedestal, and the mooring step and the maintenance step are used to facilitate the staff to maintain the shore marker foundation structure.

[0005] Furthermore, a reinforced concrete platform is cast on the top of the mortar-laid stone foundation and connected to the mortar-laid stone foundation by planting steel bars, and the front end of the reinforced concrete platform is connected to the cantilever platform by planting steel bars.

[0006] Furthermore, the cantilever is configured as a wedge-shaped reinforced concrete cantilever.

[0007] Furthermore, safety guardrails are provided on the reinforced concrete platform and the cantilevered platform, and the safety guardrails are used to ensure the safety of the project.

[0008] Furthermore, the mooring step and the maintenance step are both connected to the side of the mortar-laid stone cap through anchor rod reinforcement.

[0009] Furthermore, a rainwater guiding and discharging mechanism is provided at the connection between the reinforced concrete platform and the cantilever platform, and the rainwater guiding and discharging mechanism is used to guide the smooth discharge of rainwater at the connection between the reinforced concrete platform and the cantilever platform, thereby reducing the erosion and damage to the connection caused by rainwater.

[0010] Furthermore, the rainwater guiding and draining mechanism is configured to include a transverse notch and a rainwater receiving seat. A transverse notch is provided on the front end side wall of the reinforced concrete platform, a side wall of the rainwater receiving seat overlaps the transverse notch, and both drainage ends of the rainwater receiving seat extend out of the cantilever platform.

[0011] Furthermore, the rainwater guiding and discharge mechanism is configured to also include a detachable rainwater drainage pipe and a connecting frame, one end of the rainwater receiving seat extends above the starting end of the detachable rainwater drainage pipe, the detachable rainwater drainage pipe is fixed to both sides of the cantilever through the connecting frame, and the end of the detachable rainwater drainage pipe extends above the water surface to discharge rainwater at the connection between the reinforced concrete platform and the cantilever.

[0012] Furthermore, the rainwater receiving seat is configured to include a lap wall, a receiving wall and a splash-proof wall, and the lap wall, the receiving wall and the splash-proof wall are smoothly connected in sequence and formed as one piece, the lap wall is placed in a transverse groove, the inner side of the receiving wall forms a rainwater receiving chamber, and the drainage ends of the receiving wall extend out of a cantilever, and the splash-proof wall smoothly tilts from bottom to top away from the receiving wall.

[0013] Furthermore, the detachable rainwater drainage pipe is configured to include a drainage body, a cover plate and locking bolts. The drainage body is fixed on the connecting frame, and the upper part of the drainage body is fastened to the cover plate by the locking bolts.

[0014] Furthermore, a connecting cover plate is disposed on the top of the drainage body.

[0015] Furthermore, the upper end of the connecting frame is tightly embraced on the safety guardrail.

[0016] Furthermore, the embedded steel bar has an embedded depth of not less than 35 times its own diameter.

[0017] Furthermore, the concrete strength grade of the reinforced concrete platform and the wedge-shaped reinforced concrete cantilever platform is C30.

[0018] The advantages and positive effects of the present invention are:

[0019] (1) By constructing a mortar-laid stone foundation on the river bank, the overall support reliability of the shore marker foundation structure can be ensured. The front end of the foundation is connected to a cantilever platform extending above the water surface, and the tower-type shore marker body can be fixed on the cantilever platform to reduce the impact of shore obstructions on the visibility of the tower-type shore marker body, effectively enhancing the auxiliary navigation function of the shore marker and ensuring the navigation safety of ships.

[0020] (2) The reinforced concrete platform above the mortar-masonry foundation not only provides rear ballast for the cantilever platform, thereby increasing the overall stability of the shore mark foundation structure, but also provides an on-site maintenance platform for the staff to perform operations such as inspection and maintenance of the tower-type shore mark.

[0021] (3) The installation of safety guardrails can further ensure the safety of workers during construction and subsequent maintenance on the shore marker infrastructure. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 It is a structural diagram of embodiment 1 of the present invention.

[0023] Figure 2 It is a structural diagram of embodiment 2 of the present invention.

[0024] Figure 3 It is a structural diagram of embodiment 5 of the present invention.

[0025] Figure 4 yes Figure 3 Schematic diagram of the partially enlarged structure of the rainwater guiding and discharge mechanism.

[0026] Figure 5 It is a structural schematic diagram of the rainwater receiving seat part of the present invention.

[0027] Figure 6 yes Figure 5 Schematic diagram of the structure in another direction.

[0028] Figure 7 It is a structural diagram of embodiment 6 of the present invention.

[0029] Figure 8 yes Figure 7 Schematic diagram of the partially enlarged structure of the rainwater guiding and discharge mechanism.

[0030] Fig. 9 It is a schematic diagram of the connection structure of a detachable rainwater drainage pipe and a connecting frame in the present invention.

[0031] Fig.10 It is a schematic diagram of the connection structure between another detachable rainwater drainage pipe (wherein the bottom inner surface of the drainage body is inclined) and a connecting frame in the present invention.

[0032] Fig.11 It is a structural schematic diagram of the connecting frame in the present invention.

[0033] Fig.12 This is a schematic diagram of the connection structure of the mooring step, the maintenance step and the anchor rod in the present invention. Figure 1 .

[0034] Fig.13This is a schematic diagram of the connection structure of the mooring step, the maintenance step and the anchor rod in the present invention. Figure 2 .

[0035] In the figure: a mortar-made stone foundation 10, a cantilever platform 20, a mooring step 30, a maintenance step 40, a tower-type shore marker body 50, a reinforced concrete platform 60, a safety guardrail 70, a rainwater guiding and discharging mechanism 80, a transverse notch 801, a rainwater receiving seat 802, a lap wall 8021, a receiving wall 8022, a splash-proof wall 8023, a rainwater containing chamber 8024, a detachable rainwater drainage pipe 803, a drainage body 8031, a cover plate 8032, a locking bolt 8033, a connecting frame 804, a U-shaped clamping section 8041, a connecting section one 8042, a connecting section two 8043, a clamping section 8044, and a U-shaped drainage trough 805. DETAILED DESCRIPTION

[0036] In order to better understand the present invention, the present invention is further described below in conjunction with specific embodiments and drawings.

[0037] Embodiment 1

[0038] like Figure 1 As shown, a foundation structure of a tower-type shore marker includes a mortar-stone foundation 10, a cantilever 20, a boat-mooring step 30, a maintenance step 40 and a tower-type shore marker body 50. The mortar-stone foundation 10 is built on the shore, and a cantilever 20 is arranged at the top front end of the mortar-stone foundation 10. The cantilever 20 extends above the water surface, and the tower-type shore marker body 50 is arranged on the cantilever 20. The cantilever 20 is used to widen the visibility of the tower-type shore marker body 50. The boat-mooring step 30 and the maintenance step 40 are integrally formed on the mortar-stone foundation. On the side of the platform 10, the mooring step 30 and the maintenance step 40 are used to facilitate the staff to maintain the shore marker infrastructure. By constructing the mortar-laid stone foundation 10 on the river bank, the overall support reliability of the shore marker infrastructure can be guaranteed, and its front end is connected to the cantilever 20 extending above the water surface, and the tower-type shore marker body 50 can be fixed on the cantilever 20 to reduce the impact of shore obstructions on the visibility of the tower-type shore marker body 50, effectively enhancing the auxiliary navigation function of the shore marker and ensuring the navigation safety of ships.

[0039] Specifically, the mortar-laid stone foundation 10 is generally constructed in an area with good geological conditions on the river bank, and its foundation bearing capacity is above 150 KPa, and its overall size specifications need to be determined according to the on-site topography.

[0040] Furthermore, the cantilever 20 is configured as a wedge-shaped reinforced concrete cantilever, and through the cooperation of the wedge-shaped reinforced concrete cantilever, the tower-type shore marker body 50 can be supported and fixed, so that the tower-type shore marker body 50 is built on the open water surface to reduce the interference of shore shelters.

[0041] Specifically, the reinforcement structure during the construction of the cantilever 20 can be calculated and designed based on the cantilever plate force analysis calculation method to ensure the stability of the connection structure, and its specific size specifications are determined according to actual project needs. In addition, embedded parts are set during the construction of the cantilever 20 to facilitate the later installation and fixation of the tower-type shore marker body 50 on the cantilever 20.

[0042] Embodiment 2

[0043] like Figure 2 As shown, the difference from Example 1 is that, further, a reinforced concrete platform 60 is cast above the mortar-made stone cap 10, and is connected to the mortar-made stone cap 10 by planting steel bars. The front end of the reinforced concrete platform 60 is connected to the cantilever platform 20 by planting steel bars. The reinforced concrete platform 60 above the mortar-made stone cap 10 provides rear ballast for the cantilever platform 20, increases the overall stability of the shore marker foundation structure, and provides a field maintenance platform for the staff to perform maintenance operations such as the tower-type shore marker main body 50.

[0044] Specifically, the specific size and specification of the reinforced concrete platform 60 needs to be determined based on the cantilever platform 20 and the load on its upper portion, and at the same time, it must also meet the use requirements of the staff during maintenance work.

[0045] Furthermore, the buried depth of the implanted steel bar is not less than 35 times of its own diameter, that is, the buried depth of the implanted steel bar is not less than 35d.

[0046] Furthermore, the concrete strength grade of the reinforced concrete platform 60 and the wedge-shaped reinforced concrete cantilever is C30, that is, the concrete cube compressive strength is 30MPa≤fcu<35MPa.

[0047] Furthermore, safety guardrails 70 are provided on both the reinforced concrete platform 60 and the cantilever platform 20. The safety guardrails 70 are used to ensure the safety of the project. By providing the safety guardrails 70, the safety of the construction and subsequent maintenance of the workers on the shore marker infrastructure can be further ensured.

[0048] Specifically, during the early stage of construction of the reinforced concrete platform 60 and the cantilever platform 20, positioning steel plates are pre-buried, and connecting bolts are screwed onto the positioning steel plates to facilitate the convenient and reliable connection of the safety guardrail 70 on the reinforced concrete platform 60 and the cantilever platform 20 by bolts after the casting of the reinforced concrete platform 60 and the cantilever platform 20 is completed in the later stage; the specific structure of the safety guardrail 70 can adopt the existing guardrail structure.

[0049] Among them, the specific connection method and structure between the steel bars and the reinforcement structure adopt the existing technology in this field, so they will not be described in detail.

[0050] Embodiment 3

[0051] like Fig.12As shown, the difference from Example 1 and Example 2 is that, further, the mooring step 30 and the maintenance step 40 are both connected to the sides of the mortar-made stone pedestal 10 and the reinforced concrete platform 60 by transverse reinforcement of anchor rods. Through the structural design of the mooring step 30 and the maintenance step 40, it is convenient for the staff to dock at the shore foundation.

[0052] The anchor rod can further enhance the connection reliability between the mooring step 30 and the maintenance step 40 and the shore marker foundation structure.

[0053] Furthermore, both the mooring step 30 and the maintenance step 40 are configured as reinforced concrete steps, and the concrete strength grade thereof is C30, that is, the concrete cube compressive strength is 30MPa≤fcu<35MPa.

[0054] Specifically, when the mooring step 30 and the maintenance step 40 are constructed in a direction parallel to the shoreline, the free sections of the anchor rods are connected on the mooring step 30 and the maintenance step 40, and the anchoring sections of the anchor rods are anchored and connected to the mortar-made stone pedestal 10 or the reinforced concrete platform 60 to ensure the connection reliability of the mooring step 30 and the maintenance step 40. In addition, during the early construction of the mooring step 30 and the maintenance step 40, angle steels are pre-embedded on the reinforcement structure to ensure the later casting and forming.

[0055] Embodiment 4

[0056] like Fig.13 As shown, the difference from Examples 1 to 3 is that, further, the mooring step 30 and the maintenance step 40 are both connected to the shore beside the mortar-made stone pedestal 10 by means of anchor rod reinforcement. Through the structural design of the mooring step 30 and the maintenance step 40, it is convenient for the staff to board the shore marker foundation structure to carry out corresponding construction or maintenance operations, and the anchor rod can further enhance the connection reliability of the mooring step 30 and the maintenance step 40 to the shore marker foundation structure.

[0057] Furthermore, both the mooring step 30 and the maintenance step 40 are configured as reinforced concrete steps, and the concrete strength grade thereof is C30, that is, the concrete cube compressive strength is 30MPa≤fcu<35MPa.

[0058] Specifically, when the mooring step 30 and the maintenance step 40 are constructed in a direction perpendicular to the shoreline, the free sections of the anchor rods are connected to the mooring step 30 and the maintenance step 40, and the anchoring sections of the anchor rods are anchored in the shore strata to ensure the connection reliability of the mooring step 30 and the maintenance step 40. In addition, during the early construction of the mooring step 30 and the maintenance step 40, angle steels are pre-embedded in the reinforcement structure to ensure the later casting and forming.

[0059] Among them, the specific structure and working principle of the anchor rod adopt the existing technology in this field, so they are not described in detail.

[0060] Embodiment 5

[0061] like Figure 3-Figure 6 As shown, the difference from Examples 1 to 4 is that, further, a rainwater guiding and discharging mechanism 80 is further provided at the connection between the reinforced concrete platform 60 and the cantilever platform 20. The rainwater guiding and discharging mechanism 80 is used to guide the smooth discharge of rainwater at the connection between the reinforced concrete platform 60 and the cantilever platform 20, thereby reducing the erosion and damage to the connection caused by rainwater.

[0062] Furthermore, the rainwater guiding and discharging mechanism 80 is configured to include a transverse groove 801 and a rainwater receiving seat 802. The transverse groove 801 is opened on the front end side wall of the reinforced concrete platform 60, and one side wall of the rainwater receiving seat 802 is overlapped in the transverse groove 801, and both drainage ends of the rainwater receiving seat 802 extend out of the cantilever 20. Through the rainwater guiding and discharging mechanism 80 at the connection between the reinforced concrete platform 60 and the cantilever 20, rainwater on the reinforced concrete platform 60 can flow into the rainwater receiving seat 802 until it is discharged into the river channel, thereby effectively reducing the impact and erosion of rainwater on the connection between the existing reinforced concrete platform 60 and the cantilever 20 when the rainwater flows to the connection between the reinforced concrete platform 60 and the cantilever 20 for a long time, so as to ensure the connection strength between the reinforced concrete platform 60 and the cantilever 20 and extend its service life.

[0063] Furthermore, the rainwater receiving seat 802 is configured to include a lap wall 8021, a receiving wall 8022 and a splash wall 8023, the lap wall 8021, the receiving wall 8022 and the splash wall 8023 are smoothly connected in sequence and integrally formed, the lap wall 8021 is placed in the transverse notch 801, the inner side of the receiving wall 8022 forms a rainwater receiving chamber 8024, and the drainage end of the receiving wall 8022 extends out of the cantilever 20, and the splash wall 8023 extends from bottom to top away from the receiving wall 8022. By smoothly inclining and placing the overlapping wall 8021 in the horizontal notch 801, the rainwater receiving seat 802 can be set on the cantilever platform 20, and it is ensured that the rainwater on the reinforced concrete platform 60 falls smoothly into the receiving wall 8022 along the overlapping wall 8021, and the splash-proof wall 8023 can not only reduce the splashing problem of rainwater when it falls into the rainwater containing cavity 8024, but also make the falling rainwater slide along its wall surface and gather in the rainwater containing cavity 8024, effectively reducing the erosion of rainwater on the cantilever platform 20.

[0064] Specifically, the side of the lap wall 8021 away from the receiving wall 8022 is smoothly tilted upward to avoid the problem of rainwater leaking due to the connection gap when it flows from the reinforced concrete platform 60 to the rainwater receiving seat 802; the two drainage ends of the receiving wall 8022 extend out of the cantilever 20 through the integrally formed U-shaped drainage trough 805; in addition, to ensure the smooth discharge of rainwater, when the lap wall 8021 is placed in the horizontal groove 801, a pad can be placed on the side of the lap wall 8021 close to the closed end of the receiving wall 8022 to make the rainwater receiving seat 802 tilt as a whole.

[0065] Embodiment 6

[0066] like Figure 7-10 As shown, the difference from the first to fifth embodiments is that, further, the rainwater guiding and discharging mechanism 80 is configured to also include a detachable rainwater drainage pipe 803 and a connecting frame 804, one end of the rainwater receiving seat 802 extends to above the starting end of the detachable rainwater drainage pipe 803, and the other end of the rainwater receiving seat 802 is closed, the detachable rainwater drainage pipe 803 is fixed to both sides of the platform 20 through the connecting frame 804, and the end of the detachable rainwater drainage pipe 803 extends above the water surface to discharge the reinforced concrete platform 60 and the platform 20. The rainwater on the reinforced concrete platform 60 can flow into the rainwater receiving seat 802 through the rainwater guiding and discharging mechanism 80 at the connection between the reinforced concrete platform 60 and the cantilever platform 20, and fall into the detachable rainwater drainage pipe 803 along the rainwater receiving seat 802 until it is discharged into the river channel, thereby effectively reducing the impact and erosion of the connection between the reinforced concrete platform 60 and the cantilever platform 20 when the rainwater on the existing reinforced concrete platform 60 flows to the connection between the reinforced concrete platform 60 and the cantilever platform 20 for a long time, thereby ensuring the connection strength between the reinforced concrete platform 60 and the cantilever platform 20 and extending its service life.

[0067] Specifically, to ensure the smooth discharge of rainwater, the bottom inner surface of the receiving wall 8022 can be designed as a structure in which the height gradually decreases from the closed end to the drainage end. When the overlapping wall 8021 is placed in the horizontal groove 801, a pad can be placed on the side of the overlapping wall 8021 close to the closed end of the receiving wall 8022 to make the rainwater receiving seat 802 tilt as a whole.

[0068] Furthermore, the detachable rainwater drainage pipe 803 is configured to include a drainage body 8031, a cover plate 8032 and a locking bolt 8033. The drainage body 8031 ​​is fixed on the connecting frame 804, and the cover plate 8032 is fastened to the top of the drainage body 8031 ​​by the locking bolt 8033. Through the detachable connection structure between the drainage body 8031 ​​and the cover plate 8032, after the detachable rainwater drainage pipe 803 has been used for a period of time, the cover plate 8032 can be disassembled to clean the debris adhered to the inner cavity of the drainage body 8031, so as to ensure the good working performance of the detachable rainwater drainage pipe 803.

[0069] Specifically, the drainage end of the receiving wall 8022 extends to the upper end of the drainage body 8031 ​​through the integrally formed U-shaped drainage groove 805, and the drainage body 8031 ​​can be clamped on the connecting frame 804, and the top of the drainage body 8031 ​​is clamped with the cover plate 8032 and locked and fixed by the locking bolt 8033. In addition, in order to achieve good drainage of rainwater, the height of the bottom inner surface of the drainage body 8031 ​​can be gradually reduced along the direction parallel to the cantilever 20 (as shown in Figure 10), or the drainage body 8031 ​​can be tilted (the rear end is high and the front end is low).

[0070] Furthermore, a connecting cover plate 8032 is provided on the top of the drainage body 8031 ​​.

[0071] Furthermore, the upper end of the connecting frame 804 is tightly embraced on the safety guardrail.

[0072] Embodiment 7

[0073] like Fig.11 As shown, the difference from the sixth embodiment is that, further, the connecting frame 804 can be set to be height-adjustable, and the connecting frame 804 is set to include a U-shaped clamping section 8041, a connecting section 1 8042, a connecting section 2 8043 and a clamping section 8044, the U-shaped clamping section 8041 is matched with a drainage body 8031, and a connecting section 1 8042 is integrally formed on one side wall of the U-shaped clamping section 8041, and the connecting section 1 8042 is fixed to the connecting section by bolts. The second connection section 8043 is integrally formed with a clamping section 8044 at one end of the second connection section 8043 away from the first connection section 8042. The clamping section 8044 is clamped and fixed to the bottom of the safety guardrail by a locking bolt 8033. The overlapping length of the first connection section 8042 and the second connection section 8043 can be adjusted through the height-adjustable connecting frame 804 to adjust the overall height of the connecting frame 804, thereby realizing the adjustment of the inclination angle of the drainage body 8031 ​​to ensure the smooth drainage of rainwater.

[0074] Specifically, a tightening bolt can be screwed on one side wall of the U-shaped clamping section 8041, and the tightening bolt is screwed so that its end is away from or against the side wall of the drainage body 8031 ​​to ensure the clamping effect of the drainage body 8031; a plurality of groups of threaded holes are provided on the connecting section 1 8042 along its axial direction, and two groups of through holes are provided on the connecting section 2 8043 along its axial direction. The locking bolt 8033 passes through the through holes and the threaded holes in sequence from the outside to the inside to realize the locking and fixation of the connecting section 2 8043 on the connecting section 1 8042; a clamping bolt can be screwed on the two connecting ears of the clamping section 8044, and the clamping bolt cooperates with the nut to realize the fixed connection of the connecting frame 804 on the safety guardrail.

[0075] The use of the pedestal tower-type shore marker foundation structure provided by the present invention is simple and practical, and can ensure that the shore marker body is in an open position on the water surface, reduce the interference of shore shielding objects on it, so as to enhance the visibility of the shore marker body and ensure its auxiliary navigation function. The construction process of the shore marker foundation structure is as follows (taking Example 6 as an example):

[0076] 1. In areas with good geological conditions on the river bank, build a mortar-laid stone cap 10 foundation of appropriate size specifications according to the on-site topography and ensure that its bearing capacity is above 150KPa;

[0077] 2. On the foundation of the mortar-laid stone cap 10, fill the cementing material, lay the steel mesh, and plant the steel bars, ensuring that the planting depth is not less than 35 times the diameter of the steel bars, so that the gaps between the stones are filled and dense, and the construction of the mortar-laid stone cap 10 is completed;

[0078] 3. Lay the reinforced concrete platform 60 with a reinforcement structure, pre-embed a positioning steel plate on the reinforcement structure, screw the connecting bolts on the positioning steel plate, and then plant steel bars at the front end of the reinforcement structure, ensuring that the planting depth is not less than 35 times the diameter of the steel bar, and pour concrete to form a reinforced concrete platform 60 with a concrete strength grade of C30;

[0079] 4. For the construction of the mooring step 30 and the maintenance step 40 in the direction parallel to the shoreline, the reinforcement structure of the mooring step 30 and the maintenance step 40 is arranged beside the mortar-laid stone cap 10 and the reinforced concrete platform 60, and 50×50×5 angle steels are pre-embedded thereon to connect the free sections of multiple groups of anchor rods, and the anchoring sections of the anchor rods are connected to the mortar-laid stone cap 10 or the reinforced concrete platform 60 to ensure the reliability of the mooring step 30 and the maintenance step 40. Finally, concrete is poured to form the mooring step 30 and the maintenance step 40 with a concrete strength grade of C30;

[0080] 5. After completing step 4, a reinforcement structure for a wedge-shaped reinforced concrete platform is connected to the steel bars planted in step 3, a positioning steel plate is pre-embedded on the reinforcement structure, and connecting bolts are screwed on the positioning steel plate, and then concrete is poured to form a wedge-shaped reinforced concrete platform with a concrete strength grade of C30 at the front end of the reinforced concrete platform 60;

[0081] 6. Connect the safety guardrail to the bolts of the reinforced concrete platform 60 and the wedge-shaped reinforced concrete cantilever platform to ensure the safety of the project, and connect the flange of the tower-type shore marker body 50 to the embedded parts of the wedge-shaped reinforced concrete cantilever platform to complete the installation and fixation of the tower-type shore marker body 50 on the cantilever platform 20;

[0082] 7. Make the clamping section 8044 of the connecting frame 804 clamped on the safety guardrail through the cooperation of the clamping bolts and nuts, and arrange multiple groups on the safety guardrail along the side wall of the platform 20 (preferably on the side of the boat step 30 and the maintenance step 40 on the platform 20 for easy installation), adjust the locking position of the connecting section 2 8043 on the connecting section 1 8042, and then place the drainage body 8031 ​​in the U-shaped clamping section 8041 to complete the installation of the drainage body 8031 ​​on the connecting frame 804;

[0083] 8. After completing step 7, the cover plate 8032 is clamped on the top of the drainage body 8031 ​​and is locked and fixed by the locking bolts 8033 to complete the installation of the detachable rainwater drainage pipe 803;

[0084] 9. During the early stage of the construction of the reinforced concrete platform 60, a transverse notch 801 structure is reserved in the front end of its reinforcement structure through a detachable template. After the reinforced concrete platform 60 is formed in the later stage, the template is removed to form the transverse notch 801, and then the overlapping wall 8021 of the rainwater receiving seat 802 is inserted and placed in the transverse notch 801, and the drainage end of the receiving wall 8022 is extended to the top of the drainage body 8031, thereby completing the installation of the rainwater guiding and discharging mechanism 80 at the connection between the reinforced concrete platform 60 and the cantilever platform 20.

[0085] The embodiments of the present invention are described in detail above, but the contents described are only preferred embodiments of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of this patent.

Claims

1. A foundation structure of a tower-type shore marker, characterized in that: The foundation structure of the tower-type shore marker comprises a mortar-laid stone foundation (10), a cantilever platform (20), a boat-mooring step (30), a maintenance step (40) and a tower-type shore marker body (50). The mortar-laid stone foundation (10) is built on the shore, and a cantilever platform (20) is arranged at the top front end of the mortar-laid stone foundation (10). The cantilever platform (20) extends above the water surface, and the tower-type shore marker body (50) is arranged on the cantilever platform (20). The cantilever platform (20) is used to widen the visibility of the tower-type shore marker body (50). The boat-mooring step (30) and the maintenance step (40) are integrally formed on the side of the mortar-laid stone foundation (10), and the boat-mooring step (30) and the maintenance step (40) are used to facilitate the staff to maintain the shore marker foundation structure.

2. The foundation structure of the tower type shore marker according to claim 1 is characterized in that: A reinforced concrete platform (60) is also cast above the mortar-laid stone foundation (10) and connected to the mortar-laid stone foundation (10) by implanting steel bars. The front end of the reinforced concrete platform (60) is connected to the cantilever platform (20) by implanting steel bars.

3. The foundation structure of the tower type shore marker according to claim 1 or 2, characterized in that: The cantilever platform (20) is configured as a wedge-shaped reinforced concrete cantilever platform (20).

4. The foundation structure of the tower type shore marker according to claim 2 is characterized in that: Safety guardrails (70) are also provided on the reinforced concrete platform (60) and the cantilever platform (20), and the safety guardrails (70) are used to ensure the safety of the project.

5. The foundation structure of the tower type shore marker according to claim 1 is characterized in that: The mooring step (30) and the maintenance step (40) are both connected to the side of the mortar-laid stone foundation (10) through anchor rod reinforcement.

6. The foundation structure of the tower type shore marker according to claim 2 is characterized in that: A rainwater guiding and discharging mechanism (80) is also provided at the connection between the reinforced concrete platform (60) and the cantilever platform (20). The rainwater guiding and discharging mechanism (80) is used to guide the smooth discharge of rainwater at the connection between the reinforced concrete platform (60) and the cantilever platform (20).

7. The foundation structure of the tower type shore marker according to claim 6 is characterized in that: The rainwater guiding and draining mechanism (80) is configured to include a transverse notch (801) and a rainwater receiving seat (802); the transverse notch (801) is provided on the front end side wall of the reinforced concrete platform (60); a side wall of the rainwater receiving seat (802) overlaps the transverse notch (801), and both drainage ends of the rainwater receiving seat (802) extend out of the cantilever platform (20).

8. The foundation structure of the tower type shore marker according to claim 7 is characterized in that: The rainwater guiding and discharging mechanism (80) is configured to also include a detachable rainwater drainage pipe (803) and a connecting frame (804), one end of the rainwater receiving seat (802) extends to above the starting end of the detachable rainwater drainage pipe (803), the detachable rainwater drainage pipe (803) is fixed to both sides of the cantilever platform (20) through the connecting frame (804), and the end of the detachable rainwater drainage pipe (803) extends above the water surface to discharge rainwater at the connection between the reinforced concrete platform (60) and the cantilever platform (20).

9. The foundation structure of the tower type shore marker according to claim 8 is characterized in that: The rainwater receiving seat (802) is configured to include a lap wall (8021), a receiving wall (8022) and a splash-proof wall (8023); the lap wall (8021), the receiving wall (8022) and the splash-proof wall (8023) are smoothly connected in sequence and formed as one piece; the lap wall (8021) is placed in the transverse notch (801); a rainwater receiving chamber (8024) is formed on the inner side of the receiving wall (8022); and the drainage end of the receiving wall (8022) extends out of the cantilever platform (20); and the splash-proof wall (8023) is smoothly inclined from bottom to top in a direction away from the receiving wall (8022).

10. The foundation structure of the tower type shore marker according to claim 8 is characterized in that: The detachable rainwater drainage pipe (803) is configured to include a drainage body (8031), a cover plate (8032) and a locking bolt (8033); the drainage body (8031) is fixed on the connecting frame (804), and the upper part of the drainage body (8031) is fastened to the cover plate (8032) by the locking bolt (8033).

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