A navigation and power hub lock channel structure and construction method thereof

Abstract

The present invention relates to the technical field of construction of navigation and power hub projects, and particularly to a navigation and power hub ship lock and channel structure and a construction method thereof. The navigation and power hub ship lock and channel structure comprises a left gate pier arranged on a side close to the center of a river, and a right gate pier arranged on a side close to the shore. The left and right gate piers are arranged side by side to form a channel in the middle. The left gate pier comprises, from bottom to top, a left gate pier foundation, a left gate pier base and a left gate pier wall of an integral structure. The right gate pier comprises, from bottom to top, a right gate pier foundation, a right gate pier base and a right gate pier wall of an integral structure. The widths of the left and right gate piers gradually decrease from bottom to top. While ensuring the safety of the channel structure, the amount of gate pier concrete used is reduced and the construction cost is reduced. At the same time, the structural size of the upper part of the gate pier is smaller, which can reduce water flow resistance and increase the service life of the ship lock. Anchor rods are arranged at the bottoms of the left and right gate pier foundations to ensure the safety of the ship lock and channel foundation structure.

Description

Technical Field

[0001] The present invention relates to the technical field of navigation and power hub construction, and in particular to a navigation and power hub ship lock and channel structure and a construction method thereof. Background Art

[0002] With the rapid development of my country's economy, the importance of inland waterway shipping in the field of cargo transportation has become increasingly prominent, and the construction of a large number of inland waterway navigation and power hub projects is also in full swing. During the construction of navigation and power hub projects, the ship lock is the most important component structure. It is mainly used to ensure the smooth passage of ships in the channel. It is a box-shaped hydraulic structure that concentrates the water level difference on the channel. The ship lock consists of an upstream pilot channel, a downstream pilot channel and a lock chamber. During the design and construction of the ship lock, it is necessary to consider the following factors:

[0003] 1. The lock channel structure is located at the bottom of the inland river. Its foundation structure is related to the safety of the entire lock structure. Therefore, the lock foundation structure is a factor that needs to be considered;

[0004] Second, the structure of the lock channel is not only related to the structural stability and safety, but also needs to adapt to the changes and activities of the water flow, which plays a very important role in ensuring the life of the lock;

[0005] 3. The ship lock channel structure is large in size. How to ensure the construction efficiency and quality during the construction process is also an aspect that needs to be considered during the ship lock construction process;

[0006] 4. The lock and channel structure needs to ensure sufficient navigation capacity for ships and navigation safety when ships pass through the channel.

[0007] Therefore, what structural form of the lock and channel structure to adopt and how to construct it are major technical issues faced during the design and construction of the navigation and power hub project. Summary of the Invention

[0008] At least one of the purposes of the present invention is to provide a navigation and power hub lock structure, which can ensure the stability and reliability of the channel piers and will not be affected by the water flow, and has strong navigation capacity, so as to address the problems that the existing lock and channel structures have unreasonable structural designs during the construction of existing navigation and power hubs, cannot effectively ensure structural safety, and have poor navigation capacity.

[0009] In order to achieve the above objectives, the technical solutions adopted by the present invention include the following aspects.

[0010] A navigation and power hub ship lock channel structure includes a left pier and a right pier, wherein the left pier is arranged on the side close to the center of the river, and the right pier is arranged on the side close to the shore. The left pier and the right pier are arranged side by side to form a channel in the middle. The left pier consists of a left pier foundation, a left pier base and a left pier wall of an integral structure from the bottom to the top, and the right pier consists of a right pier foundation, a right pier base and a right pier wall of an integral structure from the bottom to the top. The width gradually decreases from the bottom upwards, and the bottoms of the left pier foundation and the right pier foundation are both provided with anchor rods anchored in the river channel strata. The left pier wall includes a left wall portion of the channel located on the side of the right pier, and the right pier wall includes a right wall portion of the channel located on the side of the left pier. Both the left wall portion and the right wall portion of the channel are vertical structures, and the height of the left wall portion of the channel is 65% to 80% of the overall height of the left pier, and the height of the right wall portion of the channel is 65% to 80% of the overall height of the right pier.

[0011] This scheme adopts the method of setting anchor rods at the bottom of the left pier foundation and the right pier foundation, and anchoring the anchor rods in the river stratum, so that the piers on both sides of the channel structure form a more closely connected integral structure with the river stratum, ensuring the safety of the lock channel foundation structure. In addition, the piers on both sides adopt an integral structure with a width gradually decreasing from the bottom to the top. While ensuring the safety of the channel structure, the amount of concrete used in the piers is reduced and the construction cost is reduced. At the same time, the structural size of the upper part of the pier is smaller, which can reduce the water flow resistance and increase the service life of the ship lock. In addition, the height of the left wall part and the right wall part of the channel respectively account for 65% to 80% of the overall height of the left pier and the overall height of the right pier, which can improve the navigation capacity of ships, ensure the safe navigation and lifting of ships in the channel, and avoid structural problems such as "reefs" that are easy to scratch the navigation of ships.

[0012] Preferably, the left pier base is connected to the left pier foundation, the bottom surface size of the left pier base corresponds to the top surface size of the left pier foundation, the left pier base shrinks from bottom to top, the left pier base includes a channel left base slope portion, a river channel side base slope portion and a channel left base vertical portion, the slope of the channel left base slope portion is smaller than the slope of the river channel side base slope portion, the channel left base vertical portion is arranged above the channel left base slope portion, and the two are smoothly connected to form an integral structure, the height of the left base slope portion is 1 / 2 to 2 / 3 of the height of the river channel side base slope portion, and the remaining height is the channel left base vertical portion, the height of the left pier base is between 4 and 7 meters, and the slope of the river channel side base slope portion is between 40% and 60%.

[0013] By adopting this structural form of the left pier base, the larger left pier foundation is transitioned to the smaller left pier wall, avoiding the left pier base occupying the bottom space of the channel, further ensuring the safety of the channel, and at the same time forming a wider channel between the left pier wall and the right pier wall.

[0014] Preferably, the left pier wall includes a left channel wall portion and a river channel wall slope portion. The left channel wall portion is flush with the surface of the vertical portion of the left channel base, and both are vertical structures. The river channel side wall slope portion is smoothly connected to the river channel side base slope portion, and the slope of the river channel side wall slope portion is between 60% and 80%.

[0015] The left pier wall adopts this structural form. On the one hand, it can ensure structural stability. The structural form of the left pier wall gradually reduces in size from bottom to top, which can adapt to changes in water flow and reduce water resistance. On the other hand, it can prevent ships from touching the lock channel structure and causing damage when they have a large draft.

[0016] Preferably, the right side pier base includes a channel right side base slope portion and a shore side base slope portion, the slope of the channel right side base slope portion is smaller than the slope of the shore side base slope portion, and a shore side base horizontal section is further provided at the bottom of the shore side base slope portion, the shore side base slope portion is connected to the left side of the shore side base horizontal section, and the right side of the shore side base horizontal section is vertically arranged as an integral part of the right side pier foundation, the height of the channel right side base slope portion is between 3 and 5 meters, and the slope is between 35% and 50%.

[0017] The right pier base adopts this structural form, and the larger right pier foundation is transitioned to the smaller right pier wall, so as to avoid the right pier base occupying the bottom space of the waterway channel, and further ensure the safety of the waterway channel; the setting of the horizontal section of the shore side base can increase the vertical gravity load of the shore side soil and rocks on the pier foundation, further improve the structural stability of the right pier, and ensure the safety of the right pier.

[0018] Preferably, the right pier wall includes a channel right wall portion and a bank side wall slope portion, the channel right wall portion is smoothly connected to the channel right base slope portion, the channel right wall portion is a vertical structure, and the bank side wall slope portion is a continuation of the bank side base slope portion, the two have the same slope and are an integrated continuous structure with a slope of between 40% and 60%. The right pier wall with this structural form, on the one hand, forms a wider channel between the right pier wall and the left pier wall, ensuring the safety of ships passing through the lock, and on the other hand, the bank side wall slope portion is an integrated continuous structure with the bank side base slope portion, which can improve the stability of the right pier structure, thereby withstanding the greater soil pressure on the shore, further ensuring the safety of the right pier structure.

[0019] Preferably, the navigation and power hub ship lock channel structure also includes a left pier top arranged on the top of the left pier wall, and a right pier top arranged on the top of the right pier wall, the left pier top and the right pier top are both rectangular structures, and the left pier top and the right pier top are located on one side of the channel and are flush with the left wall portion and the right wall portion of the channel respectively, and the left pier foundation and the right pier foundation are embedded below the bottom surface of the river channel.

[0020] By embedding the foundations of the left and right piers below the bottom surface of the river channel, the pier foundations are covered with pebbles or river soil and gravel, thereby preventing the pier foundations from being eroded by water flow, further ensuring the safety of the pier structure, and setting a rectangular pier top on the top of the pier wall, including the left pier top and the right pier top, and the left pier top and the right pier top are located on one side of the channel and are flush with the left wall part and the right wall part of the channel respectively, which can further increase the height of the channel.

[0021] Correspondingly, the present application also provides a template system for constructing the lock and channel structure of the navigation and power hub. Since the structures of the left pier and the right pier are similar, the same template system is used for construction of both. The structure of the lock and channel template system of the navigation and power hub is explained by taking the casting construction of the right pier as an example. Since the right pier is high and long, it is necessary to cast the right pier from the bottom up in sequence, including the right pier foundation, the right pier base and the right pier wall. According to the height of each component in the right pier foundation, the right pier base and the right pier wall, the right pier foundation, the right pier base and the right pier wall are cast in rounds as needed, and the casting is carried out in layers during each round of casting.

[0022] The navigation and power hub ship lock channel template system mainly includes a template subsystem, a triangular support subsystem, an embedded part subsystem and a top working platform. The template subsystem is used to be installed at the location where concrete is to be poured. The embedded subsystem is used to install and fix the triangular support subsystem and the template subsystem. The triangular support subsystem is used to support and fix the template subsystem, so that the template subsystem can resist the lateral pressure of pouring concrete under the support of the embedded subsystem and the triangular support subsystem. Among them, the template subsystem includes a pouring panel, a back rib and a support skeleton. The back rib is connected to the back of the pouring panel, including a transverse back rib and a longitudinal back rib. The transverse back rib and the longitudinal back rib are arranged vertically and are connected to the pouring panel at the same time. The support skeleton is connected to the back rib. The supporting frame adopts the structure of double-piece channel steel. The triangular supporting subsystem includes supporting beams and diagonal braces connected to the supporting frame. The supporting frame and diagonal braces can be directly connected to the supporting beams or connected to the supporting beams through sliding beams. The supporting frame and diagonal braces are connected to the sliding beams. By adjusting the position of the sliding beams, the formwork subsystem can be adjusted and positioned. The sliding beams slide on the supporting beams. On the side close to the formwork subsystem, positioning pin holes are provided on the sliding beams and the supporting beams. After adjusting the formwork subsystem into place through the sliding beams, the pins are inserted to fix the sliding beams and the supporting beams. When the supporting frame and the diagonal braces are directly connected to the supporting beams, the supporting frame and the diagonal braces can also be connected to the supporting beams through sliding supports and sliders respectively. On the supporting beam, the embedded part subsystem includes a plurality of connecting embedded parts for being embedded in each round of concrete pouring, the connecting embedded parts are used to be embedded in the concrete, and are used to install and fix the formwork subsystem and the triangular support subsystem, the connecting embedded parts include a fixing part embedded in the concrete, the fixing part is a conical structure with a flange, and also includes a connecting part connected to the fixing part, the connecting part and the fixing part are connected by a screw, the connecting part is also a conical structure, the screw can extend out of the connecting part for fixing to the supporting frame, and can also be connected to the end of the connecting part, and then an internal thread is arranged on the connecting part near one end of the formwork subsystem, and the screw is fixed to the supporting frame by installing the screw on the internal thread. When fixing the supporting frame and the supporting beam, The embedded part subsystem is connected to the internal thread of the connecting part by a screw or bolt. The embedded part subsystem also includes a supporting clamp installed on the connecting embedded part. The supporting beam is also connected to the supporting frame at one end with a mounting ear seat. The supporting clamp is provided with a slot for engaging the mounting ear seat. A screw hole is provided in the middle of the supporting clamp, which is fixed to the screw through the screw hole. The mounting ear seat includes an end plate and a reinforcing connecting plate. A U-shaped groove is provided on one end plate of the supporting clamp for engaging with the supporting clamp. After the supporting clamp is installed on the screw connecting the embedded part, the slot on the outside of the supporting clamp is used to support the mounting ear seat. The mounting ear seat is engaged with the supporting clamp by hoisting the overall structure including the template subsystem and the triangular support subsystem, thereby realizing the installation of the triangular support subsystem.

[0023] The support rail is fixedly mounted on the support rail, and the support rail is fixedly mounted on the support rail, wherein the support rail comprises a first support rail, a second support rail and a second support rail, wherein the first support rail and the second support rail are connected at one end to the support rail and the other end to the support rail, forming a triangular support structure for supporting the support rail. The top platform is provided with an anti-slip pad, and the setting of a hanging platform can solve the problem of construction workers' rest during the pouring process at high altitudes; the ship lock channel formwork system also includes a top working platform, which is used as a pouring construction platform for each layer of concrete, and the top working platform is installed on the upper side of the supporting frame near the part to be poured concrete, and the top working platform includes an upper platform vertically connected to the supporting frame, and a panel is set on the upper platform to form a pouring work platform. The top working platform also includes a top supporting frame for supporting the upper platform and a guardrail arranged on the outside of the upper platform. The top supporting frame is arranged under the upper platform to support the upper platform. The top supporting frame includes a horizontally arranged top cross beam and an inclined top oblique beam, one end of the top cross beam and the top oblique beam are connected, and the other end is respectively connected to the back ribs, and the middle part of the top cross beam and the top oblique beam is also connected to a top vertical beam, and the top cross beam, the top oblique beam and the top vertical beam are connected with angle steel, and the two ends of the top vertical beam are welded to the middle part of the top cross beam and the top oblique beam, and a top side beam is arranged on the outside of the upper platform.

[0024] The lock channel formwork system of this solution can be disassembled and loosened as a whole and hoisted to the upper layer of concrete to be poured during the pouring of each right-side pier. It does not need to be erected separately, which greatly improves construction efficiency.

[0025] This technical solution also provides a construction method for a navigation and power hub lock and channel structure. When the above-mentioned template system is used to construct the navigation and power hub lock and channel structure, the method includes pouring concrete on the left and right gate piers. When constructing the right gate pier, the main construction steps include:

[0026] Step A: Excavate the right gate pier construction area, install anchor rods after excavation is completed, and anchor the anchor rods into the riverbed stratum;

[0027] Step B: Arrange the formwork subsystem outside the right pier foundation. The formwork subsystem is first assembled on the assembly platform, including assembling the casting panel, back ribs and support frame. The casting panel is intermittently welded to the back ribs. The support frame is welded to the back ribs. A sling is fixed to the formwork subsystem. At the same time, a top working platform is installed on the support frame. The top working platform is connected to the support frame near the sling;

[0028] Step C: Tie the structural steel bars of the right gate pier foundation and embed connecting embedded parts in the structural steel bars. The connecting embedded parts are set in two rows on the upper part of the right gate pier foundation, and the upper row is about 500 to 800 mm away from the first round of concrete pouring on the right gate pier base;

[0029] Step D: Adjust and position the formwork subsystem, and set up a bottom support bracket supporting the formwork subsystem outside the formwork subsystem, and connect and fix the support frame to the connecting embedded parts. The bottom support bracket adopts a bent support structure or a diagonal brace combined with a reinforcement. One end of the reinforcement is fixedly connected to the upper end of the anchor rod at the part to be poured, and the other end passes through the pouring panel and is fixed to the support frame;

[0030] Step E: Use layered pouring to complete the pouring of the right gate pier foundation, with each layer pouring thickness between 400 and 600 mm;

[0031] Step F: After the poured right gate pier foundation reaches the designed strength, remove the bottom support bracket and hoist the pouring formwork subsystem together with the top working platform as a whole to the concrete part of the right gate pier base to be poured. Pour the concrete in multiple rounds according to the thickness of the right gate pier base, and pour the concrete in layers in each round. Before pouring, install the formwork subsystem and triangular support subsystem on the connecting embedded parts. At the same time, adjust and position the formwork subsystem, and install and fix the triangular support subsystem so that the triangular support subsystem supports the formwork subsystem. Then, carry out the first round of concrete pouring for the right gate pier base.

[0032] Step G: After the first round of concrete reaches the required strength, the connection between the formwork subsystem and the embedded parts is dismantled and loosened, as well as the connection between the triangular support subsystem and the embedded parts. The formwork subsystem and the triangular support subsystem are hoisted to the location where the subsequent round of concrete is to be poured.

[0033] Step H: After the concrete poured in the subsequent rounds in the gate pier base reaches the design strength, the connection between the formwork subsystem and the connecting embedded parts is dismantled and loosened, as well as the connection between the triangular support subsystem and the connecting embedded parts. The formwork system including the formwork subsystem, the triangular support subsystem and the top working platform is hoisted as a whole to the position of the right gate pier wall to be poured with concrete. The right gate pier wall is poured in multiple rounds. In the first round of pouring, the formwork subsystem and the triangular support subsystem are respectively installed and fixed on the connecting embedded parts embedded in the last round of poured concrete in the right gate pier base, and a lifting platform is installed on the triangular support frame. Then, the first round of concrete for the right gate pier wall is poured. Before pouring, the steel bars are tied and the connecting embedded parts are buried.

[0034] Step I: After the first round of concrete pouring on the right pier wall reaches the designed strength, dismantle and loosen the formwork system, lift the entire structure to the location where the second round of concrete pouring on the right pier wall is to be placed, position and secure the formwork system, bury the connecting embedded parts, and pour concrete. Repeat this process until all rounds of concrete pouring on the right pier wall are completed. Finally, pour the top of the right pier in the same way.

[0035] The construction method of the navigation and power hub ship lock channel structure also includes constructing the left gate pier. The left gate pier has a similar structure to the right gate pier. The casting construction of the left gate pier is carried out with reference to the above steps A to I.

[0036] The construction method of the navigation and power hub lock channel structure using this technical solution ensures that during the pouring of the left and right pier concrete, the formwork subsystem can provide stable support without problems such as displacement and mold expansion, ensuring that the formwork subsystem can resist the lateral pressure of the concrete and guaranteeing the pouring quality of the pier concrete.

[0037] In addition, the formwork system is used for the left and right gate piers. After pouring each part or each round of concrete, it is only necessary to loosen the formwork subsystem to achieve the overall upward movement of the formwork system, and it can be quickly installed through the embedded subsystem and triangular support subsystem, which greatly improves the construction efficiency of the formwork installation.

[0038] Preferably, the formwork subsystem is also provided with two layers of inclined rods. When pouring the right pier foundation, one end of the first layer of inclined rods is connected to the upper end of the anchor rod, and the other end is connected to the top end of the support frame. The bottom end of the second layer of inclined rods is also connected to the upper end of the anchor rod, and the other end passes through the pouring panel and is connected to the middle section of the support frame.

[0039] Furthermore, when pouring the base slope on the right side of the construction channel, the base slope on the shore side and the wall slope on the shore side, a support rod is also set on the template subsystem. The support rod is supported on the poured concrete and the other end is supported on the support frame or the pouring panel.

[0040] Preferably, when pouring the right side gate pier base in step F, the formwork subsystem is installed and removed for pouring in three rounds. The first round is to pour the bottom part of the slope of the right side base of the waterway and the horizontal section of the bank side base. The second round is to pour the middle part of the slope of the right side base of the waterway and the bottom part of the slope of the bank side base. The third round is to pour the remaining height of the gate pier base. After the first round of pouring is completed, the formwork system is moved to be installed and the second and third rounds are poured. Before pouring the first round, the connecting embedded parts are first installed in the first round of concrete to be poured. The connecting embedded parts are provided in two rows. The formwork subsystem is preliminarily connected to the upper row of connecting embedded parts embedded in the next layer of the right side gate pier foundation concrete that has been poured through the support frame. Then the triangular support subsystem is installed, and the supporting crossbeams of the triangular support subsystem are installed on the connecting embedded parts in the middle and lower rows of the gate pier foundation. During installation, the connecting embedded parts are first installed in the connecting embedded parts Install the support clamp ring on it, and then fix it with the mounting ear seat at the end of the supporting beam, connect the formwork subsystem with the supporting beam through the sliding beam, put the casting panel in place by adjusting the sliding beam, and finally fix the formwork subsystem on the upper row of connecting embedded parts in the right gate pier foundation through the supporting frame, insert the pins of the sliding beam and the supporting beam, fix the sliding beam and the supporting beam, and pour the bottom part of the slope of the right side base of the channel and the horizontal section of the shore side base concrete of the first round, and install the diagonal brace at the same time, and install a triangular support frame at the bottom of the supporting beam, the triangular support frame includes a vertical pole, an oblique rod and a column, one end of the vertical pole and the oblique rod is connected to the column, and the other end is respectively connected to the two ends of the supporting beam to form a triangular support structure, one end of the column is connected to the oblique rod, and the other end is provided with a support plate, and the column is supported on the concrete surface of the right gate pier foundation through the support plate;

[0041] Furthermore, when the formwork subsystem and the triangular support subsystem are hoisted to the location where the concrete is to be poured in the subsequent rounds in step G, the support frame and the support beam are installed and fixed on the pre-embedded connection parts embedded in the first round of concrete pouring of the right pier base, and the second and third rounds of concrete pouring of the pier base are carried out;

[0042] Furthermore, in step H, before pouring the first round of the right pier wall, the support frame and the support beam are respectively fixed to the pre-embedded connection parts in the third round of poured concrete in the right pier base.

[0043] In summary, due to the adoption of the above technical solution, the present invention has at least the following beneficial effects:

[0044] 1. The ship lock and channel structure of the navigation and power hub adopts this scheme. By setting anchor rods at the bottom of the left and right pier foundations and anchoring the anchor rods in the river stratum, the piers on both sides of the channel structure form an integral structure with a closer connection with the river stratum, thereby ensuring the safety of the ship lock and channel foundation structure. In addition, the piers on both sides adopt an integral structure with a width gradually decreasing from the bottom to the top. While ensuring the safety of the channel structure, the amount of pier concrete used is reduced, and the construction cost is reduced. At the same time, the structural size of the upper part of the pier is smaller, which can reduce water flow resistance and increase the service life of the ship lock. In addition, the height of the left wall part of the channel and the height of the right wall part of the channel are respectively 65% ​​to 80% of the overall height of the left pier and the overall height of the right pier, which can improve the navigation capacity of ships, ensure the safe navigation and lifting of ships in the channel, and avoid structural problems such as "reefs" that are easy to scratch the navigation of ships.

[0045] 2. The formwork system of this technical solution is installed and fixed through the embedded subsystem. The embedded subsystem is installed when the formwork subsystem is pouring the previous layer of concrete. After the concrete pouring is completed and reaches the design strength, the triangular support subsystem and the connection between the formwork subsystem and the embedded subsystem are removed. By lifting the formwork subsystem and the triangular support subsystem, and installing the triangular support subsystem on the embedded subsystem of the previous layer, and fixing the formwork subsystem, the top working platform moves upward with the formwork subsystem, and the top working platform is used as a construction platform to pour the previous layer of concrete. This structural formwork system solves the problems of difficult erection and low construction efficiency of existing formwork structures, and greatly improves the efficiency of formwork installation and disassembly;

[0046] 3. The construction method of the ship lock and channel structure of the navigation and power hub adopting this scheme can solve the problems of long time and low efficiency in setting up formwork during the pouring of pier concrete in the ship lock and channel structure. After disassembly, the whole is hoisted to the upper layer and directly installed and fixed through support clamps. After adjusting the formwork subsystem into place, the formwork subsystem is fixed to the poured concrete structure through the support frame to ensure that the formwork is positioned and fixed, which greatly simplifies the installation method and improves the installation efficiency. At the same time, after the formwork subsystem and the triangular support subsystem are connected and fixed with the connecting embedded parts, the triangular support subsystem is supported by adjusting the position of the pouring panel to ensure accurate positioning of the formwork and the pouring quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0047] Figure 1 It is a structural schematic diagram of the navigation and power hub lock and channel structure of the present invention.

[0048] Figure 2 It is a structural schematic diagram of the navigation and power hub lock channel template system in the present invention.

[0049] Figure 3It is a structural schematic diagram of the fixed support of the template subsystem and triangular support subsystem of the navigation and power hub lock channel template system in the present invention.

[0050] Figure 4 It is a structural schematic diagram of another embodiment of the navigation power hub lock channel template system of the present invention.

[0051] Figure 5 This is a schematic diagram of the connection structure of the embedded parts of the triangular support subsystem in the present invention.

[0052] Figure 6 This is a schematic diagram of the connection structure of the mounting ears of the triangular support subsystem in the present invention.

[0053] Figure 7 This is a schematic diagram of the connection structure of the support clamp of the embedded part subsystem in the present invention.

[0054] Figure 8 Schematic diagram of the connection structure of the support rods of the template subsystem in the present invention.

[0055] Figure 9 This is a schematic diagram of the connection structure of another embodiment of the support rod of the template subsystem in the present invention.

[0056] Markings in the figure: 1-formwork subsystem, 101-casting panel, 102-back rib, 1021-transverse back rib, 1022-longitudinal back rib, 103-support frame, 104-diagonal tie rod, 1041-first layer diagonal tie rod, 1042-second layer diagonal tie rod, 105-support rod, 106-hanger, 2-triangular support subsystem, 201-support beam, 202-diagonal brace, 203-sliding beam, 2031-sliding support, 2032-sliding block, 204-mounting ear seat, 2041-end Plate, 2042-reinforced connecting plate, 2043-U-shaped groove, 205-triangular support frame, 2051-vertical pole, 2052-diagonal pole, 2053-column, 2054-support plate, 206-latch, 207-hanging platform, 208-support guardrail, 2071-first vertical pole, 2072-second vertical pole, 2073-cross bar, 2074-anti-slip pad, 3-embedded parts subsystem, 301-connecting embedded parts, 3011-fixing part, 3012-connecting part, 3013-screw, 302-support clamp, 3021-slot, 3022-screw hole, 4-top working platform, 401-upper platform, 402-top support frame, 4021-top crossbeam, 4022-top inclined beam, 4023-top vertical beam, 403-guardrail, 404-top side beam, 5-left gate pier, 51-left gate pier foundation, 52-left gate pier base, 521-slope part of left channel base, 522-slope part of river channel base, 523-vertical part of left channel base, 53-left gate pier wall, 5 31-left side wall of the channel, 532-sloping part of the river side wall, 54-top of the left gate pier, 6-right gate pier, 61-right gate pier foundation, 62-right gate pier base, 621-sloping part of the right side base of the channel, 622-sloping part of the bank side base, 623-horizontal section of the bank side base, 63-right gate pier wall, 631-right side wall of the channel, 632-sloping part of the bank side wall, 64-top of the right gate pier, 7-channel passage, 8-anchor rod, 9-river channel bottom surface, 10-cast concrete. DETAILED DESCRIPTION

[0057] The present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments to make the purpose, technical solutions and advantages of the present invention more clearly understood. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not intended to limit the present invention. Example 1

[0058] This embodiment provides a navigation and power hub lock channel structure, such as Figure 1As shown, it includes a left gate pier 5 and a right gate pier 6. The left gate pier 5 is arranged on the side close to the center of the river, and the right gate pier 6 is arranged on the side close to the shore. The left gate pier 5 and the right gate pier 6 are arranged side by side to form a waterway channel 7 in the middle. The left gate pier 5 includes a left gate pier foundation 51, and a left gate pier base 52, a left gate pier wall 53 and a left gate pier top 54 arranged on the left gate pier foundation 51 from bottom to top. The left gate pier foundation 51, the left gate pier base 52, the left gate pier wall 53 and the left gate pier top 54 are an integral structure. During construction, they are poured layer by layer from the gate pier foundation 51 upwards. The right gate pier 6 includes a right gate pier foundation 61, and a right gate pier arranged on the right gate pier foundation 61 from bottom to top. The base 62, the right pier wall 63 and the right pier top 64, the right pier foundation 61, the right pier base 62, the right pier wall 63 and the right pier top 64 are an integral structure, and a space for ships to navigate and lift is formed between the left pier wall 53 and the right pier wall 63. During construction, they are poured layer by layer from the right pier foundation 61 upwards. The bottoms of the left pier foundation 51 and the right pier foundation 61 are both provided with anchor rods 8 anchored in the river channel strata. By providing the anchor rods 8 at the bottom of the pier foundation, the stability of the pier foundation can be ensured, and the stability and safety of the structure can be ensured. The pier foundation is buried below the bottom surface 9 of the river channel and is covered by pebbles or river soil and gravel, thereby preventing the pier foundation from being eroded by water flow, further ensuring the safety of the pier structure. The left gate pier foundation 51 and the right gate pier foundation 61 are both rectangular structures with a length between 300 and 1500 meters, a width between 10 meters and 30 meters, and a thickness between 2 meters and 4 meters. The anchor rods 8 are provided at the bottom of the gate pier foundation and are arranged in multiple rows. In this embodiment, the length of the left gate pier foundation 51 is 800 meters, the width is 13.7 meters, and the thickness is 2.9 meters. The length of the right gate pier foundation 61 is 800 meters, the width is 20 meters, and the thickness is 2.6 meters. During the pouring construction process, the method of segmented pouring in the length direction is adopted. Each pouring length is set with multiple segments, and expansion joints are left between each segment.

[0059] The left side gate pier base 52 is connected to the left side gate pier foundation 51. The bottom surface size of the left side gate pier base 52 corresponds to the top surface size of the left side gate pier foundation 51. The left side gate pier base 52 is reduced from the bottom to the top. The left side gate pier base 52 includes a channel left side base slope portion 521, a river side base slope portion 522 and a channel left side base vertical portion 523. The slope of the channel left side base slope portion 521 is smaller than the slope of the river side base slope portion 522. The channel left side base vertical portion 523 is arranged on the channel left side base slope portion 521. The two are circular. The sliding transition connection is an integral structure. The height of the left side base slope portion 521 of the channel is 1 / 2 to 2 / 3 of the height of the river side base slope portion 522. The remaining height is the left side base vertical portion 523 of the channel. The height of the left pier base 52 is between 4 and 7 meters. The slope of the river side base slope portion 522 is between 40% and 60%. In this embodiment, the height of the river side base slope portion 522 is 5.7 meters and the slope is 45%. The height of the left side base slope portion 521 of the channel is 3 meters and the slope is 40%. The left pier wall 53 includes the left side wall portion 53 of the channel. 1 and the channel side wall slope portion 532, the channel side wall slope portion 532 is smoothly connected with the channel side base slope portion 522, the channel left wall portion 531 is a vertical structure, the channel left wall portion 531 is flush with the channel left base vertical portion 523 surface, both are vertical structures, the slope of the channel side wall slope portion 532 is between 60% and 80%, the height of the channel left wall portion 531 is greater than the height of the channel left base slope portion 521, the height of the channel left wall portion 531 is between 18 and 22 meters, this embodiment In this example, it is taken as 19 meters. The width of the left gate pier wall 53 gradually decreases from the bottom to the top. The width of the bottom of the left gate pier wall 53 is between 4-6 meters, and the width of the top is between 1.5 and 3 meters. The width of the bottom of the left gate pier wall 53 of this embodiment is 4.5 meters, and the width of the top is 2 meters. The left gate pier top 54 is arranged at the top of the left gate pier wall 53, and is a rectangular structure with a height of between 1.5 and 3 meters and a width of between 1.5 and 3 meters. The cross-sectional shape of the left gate pier top 54 in the length direction in this embodiment is a square, and the width and height are both 2 meters.

[0060] By casting the left pier base 52 on the left pier foundation 51, the left pier wall 53 and the left pier top 54 are arranged in sequence above the left pier base 52, and the width of the left pier base 52 and the left pier wall 53 gradually decreases from bottom to top. On the one hand, the stability of the bottom structure is ensured, and on the other hand, the reduction of the upper structure can reduce the amount of concrete construction while ensuring the safety and stability of the structure; the height of the left side base slope portion 521 of the left pier base 52 is set to 1 / 2 to 2 / 3 of the height of the river side base slope portion 522, so that the vertical height of the left side wall portion 531 of the channel is higher, ensuring that the ship can be lifted and lowered smoothly in the lock channel and pass through the lock safely.

[0061] The right side gate pier base 62 is connected to the right side gate pier foundation 61, and the bottom surface size of the right side gate pier base 62 corresponds to the top surface size of the right side gate pier foundation 61. The right side gate pier base 62 is reduced from the bottom to the top. The right side gate pier base 62 includes a channel right side base slope portion 621 and a shore side base slope portion 622. The slope of the channel right side base slope portion 621 is smaller than the slope of the shore side base slope portion 622. The bottom of the shore side base slope portion 622 is also provided with a shore side base horizontal section 623. The shore side base slope portion 622 is connected to the left side of the shore side base horizontal section 623, and the right side of the shore side base horizontal section 623 is connected to the right gate The pier foundation is arranged in an integrated vertical manner, and a horizontal section 623 of the bank side base is provided, which can increase the vertical gravity load of the bank side soil and rocks on the gate pier foundation 61, thereby ensuring the structural safety of the right gate pier 6. The height of the right channel base slope portion 621 is between 3 and 5 meters, and the slope is between 35% and 50%. In this embodiment, the height of the right channel base slope portion 621 is 4 meters, the slope is 45%, and the height of the bank side base slope portion 622 is 3 meters, the slope is 50%; the right side gate pier wall 63 includes a channel right wall portion 631 and a bank side wall slope portion 632. The channel right wall portion 631 and the channel right base slope portion 621 are circular. Sliding transition connection, the channel right wall portion 631 is a vertical structure, the bank side wall slope portion 632 is a continuation of the bank side base slope portion 622, the two have the same slope and are an integrated continuous structure, the slope is between 40% and 60%, and this embodiment takes 50%. The height of the channel right wall portion 631 is roughly the same as that of the channel left wall portion 531, and the value range is between 18 and 22 meters, and in this embodiment it is 19 meters. The width of the right pier wall 63 gradually decreases from the bottom to the top. The width of the bottom of the right pier wall 63 is between 8 and 14 meters, and the top width is between 1.6 and 3 meters. The width of the bottom of the right pier wall 63 in this embodiment is The right pier wall 63 has a width of 12 meters and a top width of 2 meters. The width of the bottom of the right pier wall 63 is set to be greater than that of the left pier wall 53. This can increase the resistance to the pressure of the shore soil, so that the shore soil and the right pier 6 form an integral structure with a huge gravity load, thereby ensuring the safety of the dam body and the lock channel structure. The right pier top 64 is set on the top of the right pier wall 63. It is a rectangular structure with a height of between 1.6 and 3 meters and a width of between 1.6 and 3 meters. The cross-section of the right pier top 64 in the length direction in this embodiment is a square, with a width and height of both 2 meters. The right pier top 64 is located on one side of the channel and is flush with the right wall portion 631 of the channel.

[0062] By casting the right pier base 62 on the right pier foundation 61, the right pier wall 63 and the right pier top 64 are arranged in sequence above the right pier base 62, and the width of the right pier base 62 and the right pier wall 63 gradually decreases from bottom to top, and at the same time, a shore side base horizontal section 623 with a length of about 2 meters is provided on the side of the right pier base close to the shore. This can not only indirectly increase the thickness of the right pier foundation and ensure the safety and stability of the structure, but also enable the shore soil to provide a larger gravity load to the right pier 6. The width of the right pier structure gradually decreases from the bottom to the top, and the amount of concrete construction for the upper structure can be reduced; at the same time, the height of the right channel wall part 631 is set to be roughly the same as the left channel wall part 531, so that the vertical height of the right channel wall part 631 is higher, forming a regular rectangular space structure with the left channel wall part 531, which is used as a channel channel 7, ensuring that ships can smoothly rise and fall in the lock channel and pass through the lock safely.

[0063] This embodiment also provides a template system for constructing a ship lock channel structure of a navigation and power hub. The template system is used to construct the left gate pier 5 and the right gate pier 6 respectively. Since the structures of the left gate pier 5 and the right gate pier 6 are similar, this embodiment is described using the right gate pier 6 as an example.

[0064] like Figure 2-9 As shown, the navigation and power hub ship lock channel template system mainly includes a template subsystem 1, a triangular support subsystem 2, an embedded part subsystem 3 and a top working platform 4, wherein the template subsystem 1 includes a casting panel 101, a back rib 102 and a support skeleton 103. The back rib 102 is connected to the back of the casting panel 101 and includes a transverse back rib 1021 and a longitudinal back rib 1022. The transverse back rib 1021 and the longitudinal back rib 1022 are arranged vertically and are simultaneously connected to the casting panel 101. The support skeleton 103 is connected to the back rib 102 and adopts a double-splice channel steel structure.

[0065] The triangular support subsystem 2 includes a support beam 201 and a diagonal brace 202 connected to the support frame 103. The support frame 103 and the diagonal brace 202 can be directly connected to the support beam 201 or connected to the support beam 201 through a sliding beam 203. The support frame 103 and the diagonal brace 202 are connected to the sliding beam 203. When the support frame 103 and the diagonal brace 202 are directly connected to the support beam 201, they are fixedly connected by welding. When installing the lock channel template system, first position the template subsystem 1, and then install the other components such as the corner mold. When the template system is installed, the template subsystem 1 is positioned first, and then the angle mold and other components are installed. When the sliding beam 203 is placed, the sliding beam 203 slides on the supporting beam 201. On the side close to the casting panel 101, the sliding beam 203 and the supporting beam 201 are provided with positioning pin holes. After the template subsystem 1 is adjusted into place by the sliding beam 203, the pin 206 is inserted to fix the sliding beam 203 and the supporting beam 201. When this method is used, the supporting frame 103 and the diagonal brace 202 are respectively hinged to the sliding beam 203. The supporting frame 103 and the diagonal brace 202 can also be connected to the supporting beam 201 through the sliding support 2031 and the slider 2032, as shown in FIG. Figure 4 As shown;

[0066] The embedded parts subsystem 3 includes a plurality of connecting embedded parts 301 for embedding in each round of concrete pouring. When pouring the right side gate pier foundation 61, the connecting embedded parts 301 are installed on the upper part of the right side gate pier foundation 61. The connecting embedded parts 301 are pre-buried and fixed. After installing the formwork subsystem 1 and the triangular support subsystem 2, the support skeleton 103 is fixed on the connecting embedded parts 301. The connecting embedded parts 301 are arranged in two rows, upper and lower. After pouring the right side gate pier foundation 61, the right side gate pier base 62 is poured. The right side gate pier base 62 is poured in three rounds. The first round pours the bottom part of the slope part 621 of the right side base of the waterway and the horizontal section 623 of the shore side base. The second round pours the right side of the waterway. The middle part of the side base slope 621 and the bottom part of the bank side base slope 622, the third round of pouring the remaining height of the right side gate pier base 62, after the first round of pouring is completed, the template system is moved and installed and the second and third rounds are poured. When pouring the first round of the right side gate pier base 62, two rows of upper and lower connecting embedded parts 301 are pre-embedded and installed on the upper part of the first round of pouring height of the right side gate pier base 62. At this time, in the two rows of connecting embedded parts 301 of the right side gate pier foundation 61, the upper row of connecting embedded parts 301 is used to fix the template subsystem 1, and the lower row of connecting embedded parts 301 is used to install the supporting beam 201, so that the template subsystem 1 is supported and fixed by the two rows of connecting embedded parts 301; Figure 5As shown, the connecting embedded part 301 includes a fixing part 3011 embedded in the concrete, the fixing part 3011 is a conical structure with a flange, and also includes a connecting part 3012 connected to the fixing part 3011, the connecting part 3012 is connected to the fixing part 3011 by a screw 3013, the connecting part 3012 is also a conical structure, the screw 3013 can extend out of the connecting part 3012 for fixing to the support frame 103, or can be connected to the end of the connecting part 3012, and then at the connecting part 30 12 is arranged with an internal thread near one end of the template subsystem 1, and is fixed to the support frame 103 by installing a screw on the internal thread. When fixing the support frame 103 and the support beam 201, a screw or bolt is used to connect to the internal thread of the connection part. The embedded part subsystem 3 also includes a support clamping ring 302 installed on the connecting embedded part 301. The end of the support beam 201 connected to the support frame 103 is also connected to the mounting ear seat 204. The support clamping ring 302 is provided with a card slot 3021 for engaging the mounting ear seat 204. Figure 6 and 7 As shown, a screw hole 3022 is provided in the middle of the support clamp 302, which is fixed to the screw rod 3013 through the screw hole 3022. The mounting ear seat 204 includes an end plate 2041 and a reinforcing connecting plate 2042. A U-shaped groove 2043 is provided on the end plate 2041 on one side for engaging with the support clamp 302. After the support clamp 302 is installed on the screw rod 3013 connected to the embedded part 301, the groove 3021 on the outside of the support clamp 302 is used to support the mounting ear seat 204. When pouring the second and third rounds of concrete for the right pier base 62, the mounting ear seat 204 is engaged with the support clamp 302 by hoisting the overall structure including the formwork subsystem 1 and the triangular support subsystem 2, thereby realizing the installation of the triangular support subsystem.

[0067] The triangular support subsystem 2 can either engage the mounting ear seat 204 on the slot 3021 of the support clamping ring 302, or directly engage it on the internal threaded screw 3013 of the connecting part 3012, and fix it by tightening the nut that cooperates with the screw 3013. Another embodiment also includes opening mounting holes on the end plates on both sides of the mounting ear seat 204, and fixing the screw 3013 on the embedded part 301 through the mounting holes.

[0068] As one of the preferred embodiments, the triangular support subsystem 2 also includes a triangular support frame 205 installed under the supporting beam 201, and a hanging platform 207 fixedly connected to the triangular support frame 205, the triangular support frame 205 includes a vertical pole 2051, an inclined rod 2052 and a column 2053, one end of the vertical pole 2051 and the inclined rod 2052 are connected to the column 2053, and the other end is respectively connected to the two ends of the supporting beam 201 to form a triangular support structure, one end of the column 2053 is connected to the vertical pole 2051 and the inclined rod 2052, and the other end is used to support the poured concrete 10 on the right side gate pier 6. The provision of the triangular support frame 205 can improve the supporting stability of the supporting beam 201, thereby ensuring that the template subsystem 1 is positioned stably and reliably, and the column 2053 is used to support the poured concrete. A support plate 2054 is provided at one end of the column 2053. By providing the support plate 2054, the triangular support frame 205 is stably supported on the poured concrete. When pouring the right gate pier foundation 61, the supporting crossbeam 201 is horizontally set on the foundation, and there is no need to set up a triangular support frame 205. When pouring the right gate pier base 62, the right gate pier wall 63 and the right gate pier top 64, the triangular support frame 205 is set. When pouring the second round of concrete of the right gate pier base 62 and the above parts, a hanging platform 207 is also set. The hanging platform 207 includes a first vertical rod 2071 and a second vertical rod 2072. The first vertical rod 2071 is connected to the vertical rod 2051, and the second vertical rod 2072 is connected to the diagonal rod 2052. The other ends of the first vertical rod 2071 and the second vertical rod 2072 are flush and connected by a cross rod 2073. An anti-slip pad 2074 is set on the cross rod 2073. By setting up the hanging platform, the problem of construction workers taking a rest during the high-altitude pouring process can be solved.

[0069] Since the concrete volume of the right gate pier 6 is large, during the pouring process, the formwork subsystem 1 is subjected to a large lateral force from the poured concrete. In order to improve the lateral pressure resistance of the formwork subsystem 1, two layers (rows) of diagonal rods 104 are also provided on the formwork subsystem 1. One end of the first layer (row) of diagonal rods 1041 is connected to the steel bar segment embedded in the concrete, and the other end is connected to the top end of the support skeleton 103. The bottom end of the second layer (row) of diagonal rods 1042 is also connected to the steel bar segment embedded in the concrete, and the other end passes through the pouring panel 101 and is connected to the middle section of the support skeleton 103. The provision of double layers (rows) of diagonal rods 104 can further improve the positioning accuracy of the pouring panel 101 and avoid affecting its positioning position during the pouring process.

[0070] Since the right side channel base slope 621, the bank side base slope 622 and the bank side wall slope 632 of the right side gate pier 6 are all inclined toward the side of the gate pier main body, the casting panel 101 of the template subsystem 1 is arranged inclined toward the side where the concrete is to be poured. As one of the preferred embodiments, Figure 8 and 9 As shown, the formwork subsystem 1 is further provided with a support rod 105 supported on the poured concrete 10, and the other end of the support rod 105 is supported on the support frame 103 or the pouring panel 101. The provision of the support rod 105 can improve the stability of the formwork subsystem. Before pouring 1 / 2 thickness of concrete in each round, the support rod 105 assists in supporting the pouring panel 101. After pouring half thickness of each layer of concrete, the support rod 105 can be removed or left permanently in the concrete. The pouring panel 101 is positioned by the poured thickness of concrete and other auxiliary methods. When the support rod 105 is supported on the pouring panel 101, it is necessary to set concrete pads or other embedded pads at the support position for later repair.

[0071] The lock channel formwork system of this scheme also includes a top-level working platform 4, which is used as a pouring construction platform for each layer of concrete. The top-level working platform 4 is installed on the upper side of the support frame 103 close to the part to be poured with concrete. The top-level working platform 4 includes an upper platform 401 vertically connected to the support frame 103. The upper platform adopts I-beams or channel steels. Panels are set up on the upper platform 401 to form a pouring work platform. The top-level working platform 4 also includes a top-level support frame 402 for supporting the upper platform 401 and a guardrail 403 arranged on the outside of the upper platform. The top-level support frame 402 is arranged below the upper platform 401 to support the upper platform 401. The top-level support frame 402 includes a horizontally arranged top crossbeam 4021 and an inclined top inclined beam 4022. The top crossbeam 4021 and the top inclined beam 4022 are arranged at an angle. One end of the beam 4022 is connected, and the other end is connected to the back rib 102 respectively. The middle part of the top cross beam 4021 and the top oblique beam 4022 is also connected with a top vertical beam 4023. The top cross beam 4021, the top oblique beam 4022 and the top vertical beam 4023 are all made of angle steel. The two ends of the top vertical beam 4023 are welded to the middle part of the top cross beam 4021 and the top oblique beam 4022. A top side beam 404 is provided on the outside of the upper platform 401. The upper platform 401 is made of I-beam, and the top side beam 404 is made of I-beam or rectangular tube. The top side beam 404 is welded to the end of the upper platform 401. The top of the top side beam 404 is used to install the guardrail 403. One end of the top cross beam 4021 and the top oblique beam 4022 are welded to the top side beam 404, and the other end is fixedly installed on the back rib 102 of the template subsystem 1, and is fixed with bolts or welded. Example 2

[0072] This embodiment provides a construction method for a navigation and power hub lock channel structure, such as Figure 1-9 As shown, when constructing the navigation and power hub ship lock channel structure in Example 1, the main steps include constructing the left pier 5 and the right pier 6 respectively. Since the structures of the left pier 5 and the right pier 6 are similar, this embodiment takes the right pier 6 as an example for explanation. The construction method of the right pier 6 mainly includes the following steps:

[0073] Step A: Excavate the right gate pier construction site, and after the excavation is completed, construct the anchor rod 8, and anchor the anchor rod 8 into the riverbed stratum;

[0074] Step B: Arrange the formwork subsystem 1 outside the right pier foundation 61. The formwork subsystem 1 is first assembled on the assembly platform, including assembling the casting panel 101, the back rib 102 and the support frame 103. The casting panel 101 uses steel formwork, the back rib 102 is flat steel, and the casting panel 101 and the back rib 102 are intermittently welded. The support frame 103 uses double-jointed I-beams welded to the back rib 102. A hanger 106 is fixedly installed on the back rib 102 at the end of the casting panel 101. At the same time, a top working platform 4 is installed on the support frame 103. The top working platform 4 is installed on the support frame 103. The top working platform 4 is installed on the support frame 103 near the hanger 106.

[0075] Step C: Tie the structural steel bars of the right gate pier foundation 61 and embed the connecting embedded parts 301 in the structural steel bars. The connecting embedded parts 301 are arranged in two rows on the upper end of the concrete of the right gate pier foundation 61. The upper row is about 500 to 800 mm away from the upper layer of concrete to be poured.

[0076] Step D: Adjust and position the formwork subsystem 1, and set up a bottom support bracket supporting the formwork subsystem 1 on the outside of the formwork subsystem 1, and connect and fix the support frame 103 to the connecting embedded parts 301. The bottom support bracket adopts a bent support structure or the diagonal brace 202 in the present technical solution in combination with a reinforcement method. The bent support structure is built with double rows of supporting steel pipes, and a straight connecting pipe or an oblique connecting pipe is provided inside each row of supporting steel pipes for reinforcement. A connecting steel pipe is also provided between the two rows of supporting steel pipes for reinforcement, so that the double rows of supporting steel pipes form a firm support for the formwork subsystem. One end of the reinforcement is fixedly connected to the upper end of the anchor rod 8 at the part to be poured, and the other end passes through the pouring panel 101 and is fixed to the support frame 103. Polyurethane foam is coated on the pouring part to prevent leakage of poured concrete. After the subsequent pouring is completed, the surface reinforcement head is cut off and supplemented with concrete repair;

[0077] Step E: The right gate pier foundation 61 is cast in layers, with each layer having a thickness of 400 to 600 mm. The height of the right gate pier foundation 61 is 2.6 meters, and no movable formwork system is required.

[0078] Step F: After the poured right pier foundation 61 reaches the designed strength, the bottom support bracket is removed and the pouring template subsystem 1 together with the top working platform 4 is hoisted as a whole to the concrete part of the right pier base 62 to be poured. The height of the right pier base 62 is 4 meters. The template subsystem 1 is installed and removed in three rounds for pouring. The first round pours the bottom part of the right channel base slope 621 and the horizontal section 623 of the bank side base, which are 1 meter high. The second round pours the middle part of the right channel base slope 621 and the bank side base slope. The bottom part of the part 622 is 1.5 meters high. The third round of pouring is to pour the remaining height of the right gate pier base 62. After the first round of pouring is completed, the formwork system is moved and installed and the second and third rounds are poured. Before pouring the first round, the connecting embedded parts 301 are installed in the first round of concrete to be poured. The connecting embedded parts 301 are provided in two rows. The formwork subsystem 1 is preliminarily connected to the upper row of connecting embedded parts 301 embedded in the next layer of poured right gate pier foundation 61 concrete through the support frame 103, and then the triangular support subsystem 2 is installed. , install the support beam 201 of the triangular support subsystem 2 on the lower row of the connecting embedded parts 301 in the right gate pier foundation 61. When installing, first install the support clamp 302 on the connecting embedded parts 301, and then fix it with the installation ear seat 204 at the end of the support beam 201. Connect the template subsystem 1 to the support beam 201 through the sliding beam 203. At the same time, install the diagonal brace 202 and install the triangular support frame 205 at the bottom of the support beam 201. The triangular support frame 205 includes a vertical rod 2051, a diagonal rod 2051, and a vertical rod 2052. 52 and columns 2053, the vertical rods 2051 and the diagonal rods 2052 are made of angle steel or I-beams, and the columns 2053 are made of rectangular tubes or square tubes. One end of the vertical rods 2051 and the diagonal rods 2052 are welded to the columns 2053, and the other ends are respectively connected to the two ends of the supporting beam 201 to form a triangular support structure. One end of the column 2053 is connected to the vertical rod 2051 and the diagonal rod 2052, and the other end is provided with a support plate 2054. The column 2053 is supported on the concrete surface of the gate pier foundation through the support plate 2054;

[0079] Step G: Adjust the sliding beam 203 to put the casting panel 101 in place, and finally fix the template subsystem 1 to the upper row of connecting embedded parts 301 in the right gate pier foundation 61 through the support frame 103, insert the pin 206 between the sliding beam 203 and the supporting beam 201, fix the sliding beam 203 and the supporting beam 201, and pour the first round of concrete on the bottom part of the right side of the channel base slope 621 and the shore side base horizontal section 623. After the first round of concrete reaches the required strength, dismantle the concrete. Loosen the connection between the support beam 201 and the connecting embedded part 301, and at the same time dismantle and loosen the connection between the support frame 103 and the connecting embedded part 301, lift the formwork subsystem 1 and the triangular support subsystem 2 to the right gate pier base 62 for the second round of concrete pouring, respectively install and fix the support frame 103 and the support beam 201 on the connecting embedded part 301 embedded in the first round of concrete pouring of the gate pier base 62, and then pour the second and third rounds of concrete of the right gate pier base 62;

[0080] Step H: After the third round of concrete pouring in the right pier base 62 reaches the designed strength, the connection between the support beam 201 and the support frame 103 and the connecting embedded parts 301 in the third round of concrete pouring is dismantled and loosened, and the formwork system including the formwork subsystem 1, the triangular support subsystem 2 and the top working platform 4 is hoisted as a whole to the position of the first round of concrete to be poured in the right pier wall 63. The right pier wall 63 is poured in five rounds. During the first round of pouring, the support frame 103 and the support beam 201 are respectively installed and fixed on the connecting embedded parts 301 embedded in the third round of concrete poured in the right pier base 62, and the lifting platform 207 is installed on the triangular support frame 205. Then, the first round of concrete for the right pier wall 63 is poured. Before pouring, the steel bars are tied and the connecting embedded parts 301 are buried.

[0081] Step I: After the first round of concrete pouring on the right pier wall 63 reaches the designed strength, the formwork system is disassembled and loosened, and the entire structure is hoisted and moved to the location of the second round of concrete pouring on the right pier wall 63. After the formwork system is positioned, installed, and fixed, the connecting embedded parts 301 are buried and poured. This process is repeated until all five rounds of concrete pouring on the right pier wall 63 are completed. Finally, the right pier top 64 is poured in the same way.

[0082] As one of the preferred embodiments, during the pouring construction process, the template subsystem 1 is subjected to a large lateral force of pouring concrete. In order to improve the lateral pressure resistance of the template subsystem 1, two layers (rows) of inclined rods 104 are also provided on the template subsystem 1. When pouring the right pier foundation 61, one end of the first layer (row) of inclined rods 1041 is connected to the upper end of the anchor rod 8, and the other end is connected to the top end of the support frame 103. The bottom end of the second layer (row) of inclined rods 1042 is also connected to the upper end of the anchor rod 8, and the other end passes through the pouring panel 101 and is connected to the middle section of the support frame 103. A double layer (row) of inclined rods is provided. 104 can further improve the positioning accuracy of the casting panel 101, and avoid affecting its positioning position during the casting of the right gate pier 6; when constructing the right gate pier base 62 and the right gate pier wall 63, when pouring each round of concrete, a diagonal rod is also set to anchor the formwork subsystem. At this time, one end of the diagonal rod 104 is connected to the poured concrete, and the other end is directly or through the casting panel 101 and then fixed to the support frame 103. The way to connect to the poured concrete is to pre-embed a steel bar segment in the next layer of concrete to be poured, and connect the diagonal rod to the embedded steel bar segment, or connect the diagonal rod 104 to the structural steel bar.

[0083] As another preferred embodiment, when pouring the right side gate pier 6, for the pouring of the right side base slope 621, the bank side base slope 622 and the bank side wall slope 632, a support rod 105 is further provided on the template subsystem 1. The support rod 105 is supported on the poured concrete 10, and the other end is supported on the support skeleton 103 or the pouring panel 101. The support rod 105 can improve the stability of the template subsystem, and the two wheels of concrete mortar 10 are used to pour the right side gate pier foundation 61 and the right side gate pier base 62. When pouring five rounds of concrete on the soil and the right pier wall 63, before pouring 1 / 2 thickness of the concrete, the support rod 105 can assist in supporting the pouring panel 101. After pouring half thickness of the concrete, the support rod 105 can be removed or left permanently in the concrete, and the pouring panel 101 can be positioned by the poured thickness of concrete and other auxiliary methods. When the support rod 105 is supported on the pouring panel 101, concrete pads or other embedded pads need to be set at the supporting position for later repair.

[0084] The ship lock channel formwork system in this embodiment is used in the process of pouring concrete for the right pier. It only shows that the formwork system is installed on the vertical structural concrete part. When pouring the right side base slope 621, the shore side base slope 622 and the shore side wall slope 632 of the channel, the formwork system with the same structure is arranged obliquely, and is installed, fixed and supported by supporting rods, tie bars and other components. The construction process is the same as that of the vertical structural concrete part and will not be repeated here. At the same time, the above-mentioned construction process of this embodiment only describes in detail the construction process for the right pier 6. The construction process of the left pier 5 is similar to it and will not be repeated here.

[0085] The above description is only a detailed description of the specific embodiments of the present invention, and does not limit the present invention. Various substitutions, modifications and improvements made by those skilled in the relevant art without departing from the principles and scope of the present invention should be included in the scope of protection of the present invention.

Claims

1. A navigation and power hub lock channel structure, characterized in that: The navigation and power hub ship lock channel structure includes a left gate pier (5) and a right gate pier (6), wherein the left gate pier (5) is arranged on the side close to the center of the river, and the right gate pier (6) is arranged on the side close to the shore. The left gate pier (5) and the right gate pier (6) are arranged side by side, and a channel (7) is formed in the middle. The left gate pier (5) comprises, from the bottom to the top, a left gate pier foundation (51) of an integral structure, a left gate pier base (52) and a left gate pier wall (53), and the right gate pier (6) comprises, from the bottom to the top, a right gate pier foundation (61) of an integral structure, a right gate pier base (62) and a right gate pier wall (63). The widths of the left gate pier (5) and the right gate pier (6) gradually decrease from the bottom to the top. Anchor rods (8) anchored in the riverbed stratum are provided at the bottoms of the left gate pier foundation (51) and the right gate pier foundation (61), wherein: The left pier wall (53) includes a left channel wall portion (531) located on the side of the right pier (6), and the right pier wall (63) includes a right channel wall portion (631) located on the side of the left pier (5). The left channel wall portion (531) and the right channel wall portion (631) are both vertical structures, and the height of the left channel wall portion (531) is 65% to 80% of the overall height of the left pier (5), and the height of the right channel wall portion (631) is 65% to 80% of the overall height of the right pier (6). The left side gate pier base (52) includes a channel left side base slope portion (521), a river side base slope portion (522) and a channel left side base vertical portion (523). The slope of the channel left side base slope portion (521) is smaller than the slope of the river side base slope portion (522). The channel left side base vertical portion (523) is arranged above the channel left side base slope portion (521). The two are smoothly connected to form an integral structure. The height of the channel left side base slope portion (521) is 1 / 2 to 2 / 3 of the height of the river side base slope portion (522). The remaining height is the channel left side base vertical portion (523). The height of the left side gate pier base (52) is between 4 and 7 meters, and the slope of the river side base slope portion (522) is between 40% and 60%. The left pier wall (53) includes a channel left wall portion (531) and a channel side wall slope portion (532). The channel left wall portion (531) is flush with the surface of the channel left base vertical portion (523). Both are vertical structures. The channel side wall slope portion (532) is smoothly connected to the channel side base slope portion (522). The slope of the channel side wall slope portion (532) is between 60% and 80%. The right side gate pier base (62) includes a channel right side base slope portion (621) and a bank side base slope portion (622), the slope of the channel right side base slope portion (621) is smaller than the slope of the bank side base slope portion (622), and a bank side base horizontal section (623) is further provided at the bottom of the bank side base slope portion (622), the bank side base slope portion (622) is connected to the left side of the bank side base horizontal section (623), and the right side of the bank side base horizontal section (623) is vertically arranged in an integrated manner with the right side gate pier foundation (61), the height of the channel right side base slope portion (621) is between 3 and 5 meters, and the slope is between 35% and 50%; The right side pier wall (63) includes a channel right side wall portion (631) and a bank side wall slope portion (632). The channel right side wall portion (631) is smoothly connected to the channel right side base slope portion (621). The channel right side wall portion (631) is a vertical structure, and the bank side wall slope portion (632) is a continuation of the bank side base slope portion (622). The two have the same slope and are an integrated continuous structure, with a slope between 40% and 60%.

2. The navigation and power hub lock and channel structure according to claim 1, characterized in that: The navigation and power hub ship lock channel structure also includes a left pier top (54) arranged on the top of the left pier wall (53), and a right pier top (64) arranged on the top of the right pier wall (63), wherein the left pier top (54) and the right pier top (64) are both rectangular parallelepiped structures, and the left pier foundation (51) and the right pier foundation (61) are both embedded below the river channel bottom surface (9).

3. A construction method for a navigation and power hub lock and channel structure, characterized in that: When constructing the navigation and power hub lock channel structure according to claim 1 or 2, including constructing the right side pier (6), the construction steps include: Step A: excavate the construction site of the right gate pier (6), and after the excavation is completed, construct the anchor rod (8), and anchor the anchor rod (8) into the riverbed stratum; Step B: Arrange the formwork subsystem (1) outside the right gate pier foundation (61), and assemble the formwork subsystem (1) on the assembly platform, including assembling the casting panel (101), the back rib (102) and the support frame (103). The casting panel (101) and the back rib (102) are intermittently welded together, and the support frame (103) is welded to the back rib (102). A sling (106) is fixedly installed on the formwork subsystem (1), and a top working platform (4) is installed on the support frame (103). The top working platform (4) is connected to the support frame (103) near the sling (106); Step C: tying the structural steel bars of the right gate pier foundation (61) and pre-embedding the connecting embedded parts (301) in the structural steel bars. The connecting embedded parts (301) are arranged in two rows on the upper part of the right gate pier foundation (61). The upper row is 500 to 800 mm away from the first round of concrete pouring of the right gate pier base (62); Step D: Adjust and position the template subsystem (1), and set up a bottom support bracket supporting the template subsystem (1) outside the template subsystem (1), connect and fix the support frame (103) with the connecting embedded part (301), and the bottom support bracket adopts a rack support structure or a diagonal brace (202) in combination with a reinforcement method, one end of the reinforcement is fixedly connected to the upper end of the anchor rod (8) at the part to be poured, and the other end passes through the pouring panel (101) and is fixed to the support frame (103); Step E: The right gate pier foundation (61) is cast in layers, with each layer having a thickness of 400 to 600 mm. Step F: After the poured right gate pier foundation (61) reaches the design strength, the bottom support bracket is removed, and the template subsystem (1) together with the top working platform (4) is hoisted as a whole to the concrete part of the right gate pier base (62) to be poured. According to the thickness of the concrete part of the right gate pier base (62), multiple rounds of pouring are carried out, and each round is poured in layers. Before pouring, the template subsystem (1) and the triangular support subsystem (2) are installed on the connecting embedded parts (301), and the positioning template subsystem (1) is adjusted and the triangular support subsystem (2) is installed and fixed so that the triangular support subsystem (2) forms a support for the template subsystem (1), and the first round of concrete pouring of the right gate pier base (62) is carried out; Step G: After the first round of concrete reaches the required strength, the connection between the formwork subsystem (1) and the embedded connection part (301) is disassembled and loosened, and the connection between the triangular support subsystem (2) and the embedded connection part (301) is disassembled and loosened, and the formwork subsystem (1) and the triangular support subsystem (2) are hoisted to the position where the concrete is to be poured in the subsequent round; Step H: After the concrete poured in the subsequent rounds in the right gate pier base (62) reaches the design strength, the connection between the template subsystem (1) and the connection embedded part (301) is disassembled and loosened, and the connection between the triangular support subsystem (2) and the connection embedded part (301) is disassembled and loosened, and the template system including the template subsystem (1), the triangular support subsystem (2) and the top working platform (4) is hoisted as a whole to the part of the right gate pier wall (63) to be poured with concrete. The right gate pier wall (63) is poured in multiple rounds. When pouring the first round, the template subsystem (1) and the triangular support subsystem (2) are respectively installed and fixed on the connection embedded part (301) embedded in the last round of poured concrete in the right gate pier base (62), and the lifting platform (207) is installed on the triangular support frame (205). Then, the first round of concrete of the right gate pier wall (63) is poured. Before pouring, the steel bars are tied and the connection embedded part (301) is buried. Step I: After the first round of concrete pouring of the right pier wall (63) reaches the designed strength, the formwork system is disassembled and loosened, and the entire structure is hoisted and moved to the second round of concrete pouring position of the right pier wall (63). After the formwork system is positioned, installed and fixed, the connecting embedded parts (301) are buried and poured. This process is repeated until all rounds of concrete pouring of the right pier wall (63) are completed. Finally, the right pier top (64) is poured in the same way. The construction method of the navigation and power hub ship lock channel structure also includes constructing the left gate pier (5). The left gate pier (5) is similar in structure to the right gate pier (6). The pouring construction of the left gate pier (5) is carried out with reference to the above steps A to I.

4. The construction method of the navigation and power hub lock and channel structure according to claim 3 is characterized in that: The template subsystem (1) is further provided with two layers of inclined rods (104). When the right gate pier foundation (61) is cast, one end of the first layer of inclined rods (1041) is connected to the upper end of the anchor rod (8), and the other end is connected to the top end of the support frame (103). The bottom end of the second layer of inclined rods (1042) is also connected to the upper end of the anchor rod (8), and the other end passes through the casting panel (101) and is connected to the middle section of the support frame (103).

5. The construction method of the navigation and power hub lock and channel structure according to claim 3 is characterized in that: When pouring the right side base slope portion (621), the bank side base slope portion (622) and the bank side wall slope portion (632) of the construction channel, a support rod (105) is further provided on the template subsystem (1), the support rod (105) is supported on the poured concrete (10), and the other end is supported on the support frame (103) or the pouring panel (101).

6. The construction method of the navigation and power hub lock and channel structure according to claim 3 is characterized in that: When pouring the right side gate pier base (62) in step F, the template subsystem (1) is installed and removed for pouring in three rounds. The first round is to pour the bottom part of the right side waterway base slope (621) and the shore side base horizontal section (623). The second round is to pour the middle part of the right side waterway base slope (621) and the bottom part of the shore side base slope (622). The third round is to pour the remaining height of the right side gate pier base (62). After the first round of pouring is completed, the template system is moved and the second and third rounds are poured. Before pouring the first round, the connecting embedded parts (301) are installed in the first round of concrete to be poured. The connecting embedded parts (301) are installed in the concrete to be poured. The components (301) are provided in two rows. The template subsystem (1) is preliminarily connected to the upper row of embedded connecting components (301) embedded in the concrete of the next layer of the right gate pier foundation (61) that has been poured through the support frame (103). Then, the triangular support subsystem (2) is installed. The supporting crossbeam (201) of the triangular support subsystem (2) is installed on the lower row of embedded connecting components (301) of the right gate pier foundation (61). When installing, the supporting clamp (302) is first installed on the embedded connecting component (301). Then, the mounting ear seat (204) at the end of the supporting crossbeam (201) is fixedly installed. The template subsystem (1) is connected to the right gate pier foundation (61) through the sliding The sliding beam (203) is connected to the supporting beam (201), and the casting panel (101) is put into place by adjusting the sliding beam (203). The template subsystem (1) is finally fixed to the upper row of connecting embedded parts (301) in the right gate pier foundation (61) through the supporting frame (103). The latch (206) of the sliding beam (203) and the supporting beam (201) is inserted, and the sliding beam (203) and the supporting beam (201) are fixed. The bottom part of the slope part (621) of the right side of the channel base and the horizontal section (623) of the bank side base are poured with concrete for the first round. In addition, the diagonal brace (202) is installed at the same time, and the support beam is fixed. A triangular support frame (205) is installed at the bottom of (201), and the triangular support frame (205) includes a vertical rod (2051), an inclined rod (2052) and a column (2053). One end of the vertical rod (2051) and the inclined rod (2052) are connected to the column (2053), and the other end is respectively connected to the two ends of the supporting beam (201), forming a triangular support structure. One end of the column (2053) is connected to the vertical rod (2051) and the inclined rod (2052), and the other end is provided with a support plate (2054). The column (2053) is supported on the concrete surface of the right gate pier foundation (61) through the support plate (2054); When the formwork subsystem (1) and the triangular support subsystem (2) are hoisted to the position to be poured concrete in the subsequent round in step G, the support frame (103) and the support beam (201) are installed and fixed on the pre-embedded connection parts (301) in the concrete of the right gate pier base (62) poured in the first round, and the second and third rounds of concrete pouring of the right gate pier base (62) are carried out; In step H, before the first round of pouring the right gate pier wall (63), the support frame (103) and the support beam (201) are respectively installed and fixed on the connection embedded parts (301) embedded in the third round of poured concrete in the right gate pier base (62).

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