Sluice gate groove embedded part construction structure and method

Abstract

The invention discloses a sluice gate groove embedded part construction structure and method. The sluice gate groove embedded part construction structure comprises a sluice gate groove bottom sill embedded part, a sluice gate groove side embedded part, an anti-floating tool, an anti-sinking tool and an anti-deformation tool. Through the arrangement of the anti-floating tool, the anti-sinking tool and the anti-deformation tool, the mounting precision of the gate groove embedded part can be guaranteed, the gate groove embedded part can be recycled, the mounting precision and efficiency of the gate groove embedded part are improved, and it is also ensured that the mounting precision of the gate groove embedded part meets the precise control requirement. The sluice gate groove embedded part anti-deformation tool is convenient to install, low in cost and capable of improving the construction efficiency and shortening the construction period.

Description

Technical Field

[0001] The invention relates to the technical field of nuclear power plant construction, and in particular to a water gate gate slot embedded part construction structure and method. Background Art

[0002] There are many types and quantities of embedded parts in nuclear power plants. Among them, the embedded parts of sluice gate slots have large cross-sectional dimensions, heavy weight, and a large number of anchor bars. Under the influence of steel bars and stirrups, it is difficult to install them in place in one go, and the construction accuracy of the embedded parts of sluice gate slots is high.

[0003] The current construction method for embedded parts of sluice gate slots is to install them in the wall as a whole at one time, and then tie steel bars, set up formwork, and pour concrete. This is not only difficult to meet the design requirements, but also time-consuming, labor-intensive, and cost-increasing. In addition, the safety risks of high-altitude construction are also relatively large and cannot meet the precision and quality requirements.

[0004] The Chinese patent application with patent publication number CN 106245598A discloses a planar gate slot embedded component support device and a gate slot embedded component installation method. However, the gate slot embedded component is different from the gate slot embedded component used in nuclear power plants and cannot be used for nuclear power plant water gates. The gate slot bottom sill embedded component has no leak detection conduit at the bottom and cannot be connected to the corresponding leak detection system. The gate slot track embedded component is irregular and is easily deformed when cast with concrete. It cannot meet the sealing requirements in ultra-high radiation areas (>100mSv / h). The groove part formed with the concrete easily forms a dead angle structure, causing radioactive impurities to accumulate; and the gate slot embedded component also has the following problems: Problem: No anti-floating measures have been taken for the embedded parts at the bottom sill of the gate groove, and the accuracy cannot be guaranteed; the flat gate gate groove embedded parts support device, the adjustable support rod between the orifices is connected to the gate groove track embedded parts with bolts through the flange base at its end, and the force points of the embedded parts are concentrated at the connection part with the flange base, which can easily cause uneven force and deformation of the embedded parts. At the same time, screw holes for bolts are required on the gate groove track embedded parts, and only screw plugs are used to seal them, which has a great impact on the integrity and sealing of the embedded parts; the flat gate gate groove embedded parts support device occupies the entire gate area, and an operating platform needs to be set up separately. When the gate groove is wide, it is difficult to pour concrete in the middle of the gate groove. Summary of the invention

[0005] The purpose of the present invention is to provide a gate slot embedded component construction structure and method for a nuclear power plant water gate, so as to improve the installation quality of the gate slot embedded component and ensure the installation accuracy.

[0006] To achieve the above purpose, the technical solution provided by the present invention is:

[0007] A first aspect of the present application provides a water gate gate slot embedded parts construction structure, including a gate slot bottom sill embedded parts, a gate slot side embedded parts, an anti-floating tooling, an anti-sag tooling and an anti-deformation tooling;

[0008] The gate slot bottom sill embedded parts are arranged at the lower part of the gate slot construction area of ​​the water gate, and the gate slot side embedded parts are arranged at the left and right sides of the gate slot construction area of ​​the water gate, and a construction joint for later pouring of concrete is reserved between the gate slot bottom sill embedded parts, the gate slot side embedded parts and the surrounding poured concrete;

[0009] Pre-embed a vertical support steel beam in the bottom concrete of the gate slot construction area of ​​the water gate, and install a transverse support steel beam on the vertical support steel beam; the gate slot bottom sill embedded parts are installed on the transverse support steel beam;

[0010] The anti-floating tooling includes an anti-floating cone, a high-strength tie rod and an anti-floating steel beam; the high-strength tie rod passes through and is installed in the anti-floating cone, the anti-floating steel beam is installed on the gate slot bottom sill embedded part, and the upper end of the high-strength tie rod is fixed on the anti-floating steel beam;

[0011] The anti-sag tooling includes transverse reinforcing steel bars, vertical reinforcing steel bars and transverse push rods; the transverse reinforcing steel bars and vertical reinforcing steel bars are arranged between the gate slot side embedded parts and the main structure steel bars outside the gate slot side embedded parts to form a reinforced fixation; the two ends of the transverse push rod are respectively supported between the gate slot side embedded parts and the cast wall outside the gate slot side embedded parts;

[0012] The anti-deformation tooling includes a C-shaped steel beam, an adjustable top support and a scaffolding steel pipe; the C-shaped steel beam includes a horizontal steel beam and a vertical steel beam with notches arranged perpendicular to each other; at least one side of the scaffolding steel pipe is supported on the inner side of the C-shaped steel beam by the adjustable top support.

[0013] To optimize the above technical solutions, the specific measures taken also include:

[0014] The gate groove bottom sill embedded part comprises a gate groove bottom sill embedded part embedded plate, and the bottom of the gate groove bottom sill embedded part embedded plate is provided with a gate groove bottom sill embedded part anchor bar.

[0015] Furthermore, sealing plates and leak detection groove angle steels are provided at both ends of the embedded plate of the gate groove bottom sill embedded part; the embedded plate of the gate groove bottom sill embedded part is provided with a first leak detection duct on the left and a second leak detection duct on the right, as well as a third leak detection duct perpendicular to the first leak detection duct and the second leak detection duct, and the first leak detection duct, the second leak detection duct and the third leak detection duct are connected by a tee.

[0016] Furthermore, the gate groove bottom sill embedded plate includes a gate groove bottom sill embedded steel plate, a first plywood formwork is supported on the top surface of the gate groove bottom sill embedded steel plate, and an anti-floating steel beam is installed on the upper surface of the plywood formwork. The structure of the anti-floating steel beam is welded into a ][ shape by two channel steels, and the upper end of the high-strength pull rod passes through the middle of the ][ shape and is fixed to the anti-floating steel beam by a three-claw nut.

[0017] The gate slot side embedded parts include gate slot side embedded parts embedded plates, and the gate slot side embedded parts embedded plates are provided with gate slot side embedded parts anchor bars on the outer side.

[0018] Furthermore, the high-strength tie rod includes a bottom high-strength tie rod and an upper high-strength tie rod. The bottom high-strength tie rod is installed at the end of the anti-floating cone to anchor the anti-floating cone in the bottom concrete; the lower end of the upper high-strength tie rod is fixedly installed in the anti-floating cone, and the upper high-strength tie rod connects the anti-floating cone with the anti-floating steel beam.

[0019] A second plywood template is provided between the C-shaped steel beam and the embedded plate of the gate slot side embedded parts.

[0020] A second aspect of the present application provides a method for constructing a gate slot embedded part of a water gate, using the above-mentioned gate slot embedded part construction structure of the water gate, comprising the following steps:

[0021] Construction joints are left along the embedded parts of the gate groove bottom sill and the side embedded parts of the gate groove, vertical support steel beams are pre-embedded in the lower concrete layer at the bottom of the gate groove bottom sill embedded parts, and anti-floating cones and high-strength tie rods are installed in the bottom plate concrete on both sides of the gate groove;

[0022] Install the transverse support steel beam and the gate slot bottom sill embedded parts on the vertical support steel beam, support the first template on the gate slot bottom sill embedded parts, install the anti-floating steel beam, and connect the anti-floating cone to the anti-floating steel beam through a high-strength tie rod;

[0023] Tie up the steel bars at the bottom of the gate slot sill embedded parts, and pour concrete into the construction joints of the gate slot sill embedded parts;

[0024] Remove the anti-floating steel beam, anti-floating cone and the high-strength tie rod connecting the anti-floating cone and the anti-floating steel beam;

[0025] Tie up the steel bars on both sides of the gate slot and install anti-sag tooling;

[0026] A second template is set up on the inner side of the embedded plate of the gate slot side embedded parts, and an anti-deformation tool is installed;

[0027] Pour concrete into the construction joint on the outside of the embedded parts on the gate slot side.

[0028] Furthermore, a bottom high-strength tie rod is installed at the end of the anti-floating cone to anchor the anti-floating cone in the bottom concrete. The anti-floating cone is connected to the anti-floating steel beam through an upper high-strength tie rod. When dismantling, the anti-floating cone and the upper high-strength tie rod are dismantled, but the bottom high-strength tie rod is not dismantled, and the cone hole of the anti-floating cone is sealed with concrete.

[0029] Furthermore, the horizontal steel beam and the vertical steel beam of the C-shaped steel beam are welded to each other; an operating frame of the scaffolding is set up, and the scaffolding steel pipe of the anti-deformation tooling is installed and connected to the operating frame; one end of the scaffolding steel pipe is welded to the C-shaped steel beam on one side, and the other end is supported on the inner side of the C-shaped steel beam on the other side through an adjustable top support; the second template is pressed on the inner side of the embedded plate of the gate slot side embedded part through the anti-deformation tooling.

[0030] Compared with the prior art, the present invention has the following beneficial effects:

[0031] The gate slot embedded parts construction structure of the water gate of the present invention comprises gate slot bottom sill embedded parts, gate slot side embedded parts, anti-floating tooling, anti-sag tooling and anti-deformation tooling. The anti-floating tooling, anti-sag tooling and anti-deformation tooling are arranged to ensure the installation accuracy of the gate slot embedded parts and to enable repeated recycling, thereby improving the installation accuracy and efficiency of the gate slot embedded parts and ensuring that the installation accuracy of the gate embedded parts meets the precise control requirements.

[0032] The embedded component construction structure of the water gate gate slot of the present invention realizes the combination of embedded component reinforcement and operating platform, provides sufficient operating space, can be applied to the construction of water gate gate slots of various thicknesses, and ensures the quality of concrete construction.

[0033] The anti-deformation tooling for embedded parts of the gate slot of the sluice gate of the present invention has a simple structure, is easy to install and has a low cost. It can prevent the embedded parts from being subjected to concentrated force and effectively prevent the embedded parts from being deformed. It realizes template construction under conditions where the surface of the embedded parts fully covers the structure and conventional wooden templates cannot be normally supported, thereby improving construction efficiency and shortening construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] Figure 1 It is a schematic structural diagram of the gate slot embedded component of the water gate of the present invention.

[0035] Figure 2 This is a schematic diagram of the plane structure of the embedded parts of the gate slot bottom sill.

[0036] Figure 3 This is a schematic diagram of the cross-sectional structure of the embedded parts of the gate slot bottom sill.

[0037] Figure 4 This is a schematic diagram of the structure of the embedded parts on the side of the gate groove.

[0038] Figure 5 This is a schematic diagram of the installation structure of the embedded parts of the gate groove bottom sill.

[0039] Figure 6 This is a side view schematic diagram of the gate slot bottom sill embedded parts installation structure.

[0040] Figure 7 This is a schematic diagram of the installation structure of the gate slot side embedded parts.

[0041] Figure 8This is a schematic diagram of the top view structure of the anti-deformation tooling.

[0042] Fig. 9 This is a schematic diagram of the structure of a sluice gate.

[0043] Fig.10 This is a schematic diagram of the installation of the sluice gate.

[0044] In the figure, 1, embedded parts at the bottom of the gate groove; 100, embedded plate for embedded parts at the bottom of the gate groove; 110, anchor bars for embedded parts at the bottom of the gate groove; 120, leak detection conduit; 130, leak detection groove angle steel; 140, sealing plate; 150, tee; 2, vertical support steel beam; 3, horizontal support steel beam; 4, upper high-strength tie rod; 5, anti-floating cone; 6, anti-floating steel beam; 7, first plywood template; 8, embedded parts at the side of the gate groove; 800, embedded parts at the side of the gate groove Embedded plate; 810, embedded anchor bars on the side of gate slot; 900, vertical steel beam; 910, horizontal steel beam; 920, adjustable top support; 930, scaffolding steel pipe; 10, second plywood formwork; 11, vertical reinforcement steel bars; 12, transverse reinforcement steel bars; 13, transverse top rod; 14, three-claw nut; 15, bottom high-strength pull rod; 16, gate leaf assembly; 17, gate frame assembly; 18, inflatable sealing assembly; 19, steel covering. DETAILED DESCRIPTION

[0045] The above contents of the present invention are further described in detail below in the form of embodiments, but this should not be understood as the scope of the above subject matter of the present invention being limited to the following embodiments, and all technologies realized based on the above contents of the present invention belong to the scope of the present invention.

[0046] The present invention provides a water gate gate slot embedded parts construction structure, such as Figure 1 As shown, it includes a gate slot bottom sill embedded part 1, a gate slot side embedded part 8, an anti-floating tooling, an anti-sag tooling and an anti-deformation tooling;

[0047] The gate slot bottom sill embedded part 1 is arranged at the lower part of the gate slot construction area of ​​the water gate, and the gate slot side embedded parts 8 are arranged on the left and right sides of the gate slot construction area of ​​the water gate, and a construction joint for later pouring of concrete is reserved between the gate slot bottom sill embedded part 1, the gate slot side embedded parts 8 and the surrounding poured concrete;

[0048] A vertical support steel beam 2 is pre-embedded in the bottom concrete of the gate slot construction area of ​​the sluice gate, and a transverse support steel beam 3 is installed on the vertical support steel beam 2; and a gate slot bottom sill embedded part 1 is installed on the transverse support steel beam 3;

[0049] The anti-floating tooling includes an anti-floating cone 5, a high-strength tie rod and an anti-floating steel beam 6; the high-strength tie rod passes through and is installed in the anti-floating cone 5, the anti-floating steel beam 6 is installed on the gate slot bottom sill embedded part 1, and the upper end of the high-strength tie rod is fixed on the anti-floating steel beam 6;

[0050] The anti-sag tooling includes a transverse reinforcement steel bar 12, a vertical reinforcement steel bar 11 and a transverse push rod 13; the transverse reinforcement steel bar 12 and the vertical reinforcement steel bar 11 are arranged between the gate slot side embedded part 8 and the main structure steel bar outside the gate slot side embedded part 8 to form a reinforced fixation; the two ends of the transverse push rod 13 are respectively supported between the gate slot side embedded part 8 and the cast wall outside the gate slot side embedded part 8;

[0051] The anti-deformation tooling includes a C-shaped steel beam, an adjustable top support and a scaffolding steel pipe 930; the C-shaped steel beam includes a horizontal steel beam 910 and a vertical steel beam 900 with grooves arranged perpendicular to each other; at least one side of the scaffolding steel pipe 930 is supported on the inner side of the C-shaped steel beam by the adjustable top support.

[0052] The gate groove bottom sill embedded part 1 comprises a gate groove bottom sill embedded part embedded plate 100 , and the bottom of the gate groove bottom sill embedded part embedded plate 100 is provided with a gate groove bottom sill embedded part anchor bar 110 .

[0053] In some embodiments, sealing plates 140 and leak detection groove angle steels 130 are provided at both ends of the gate groove bottom sill embedded plate 100; the gate groove bottom sill embedded plate 100 is provided with a first leak detection conduit on the left and a second leak detection conduit on the right, as well as a third leak detection conduit perpendicular to the first leak detection conduit and the second leak detection conduit, and the first leak detection conduit, the second leak detection conduit and the third leak detection conduit are connected by a tee 150.

[0054] In some embodiments, the gate groove bottom sill embedded plate 100 includes a gate groove bottom sill embedded steel plate 1, a first plywood formwork 7 is supported on the top surface of the gate groove bottom sill embedded steel plate 1, and an anti-floating steel beam 6 is installed on the upper surface of the plywood formwork. The structure of the anti-floating steel beam 6 is that two channel steels are welded into a ][ shape, and the upper end of the high-strength tie rod passes through the middle of the ][ shape and is fixed to the anti-floating steel beam 6 by a three-claw nut 14.

[0055] The gate slot side embedded parts 8 include gate slot side embedded parts embedded plates 800 , and gate slot side embedded parts anchor bars 810 are arranged on the outer side of the gate slot side embedded parts embedded plates 800 .

[0056] In some embodiments, the high-strength tie rod includes a bottom high-strength tie rod 15 and an upper high-strength tie rod 4. The bottom high-strength tie rod 15 is installed at the end of the anti-floating cone 5 to anchor the anti-floating cone 5 in the bottom concrete; the lower end of the upper high-strength tie rod 4 is fixedly installed in the anti-floating cone 5, and the upper high-strength tie rod 4 connects the anti-floating cone 5 with the anti-floating steel beam 6.

[0057] A second plywood formwork 10 is provided between the C-shaped steel beam and the embedded plate 800 of the gate groove side embedded part.

[0058] The present invention also provides a method for constructing a gate slot embedded part of a water gate, which adopts the above-mentioned construction structure of the gate slot embedded part of the water gate, and comprises the following steps:

[0059] A construction joint is left along the gate groove bottom sill embedded part 1 and the gate groove side embedded part 8, a vertical support steel beam 2 is pre-embedded in the lower layer concrete at the bottom of the gate groove bottom sill embedded part 1, and an anti-floating cone 5 and a high-strength tie rod are installed in the bottom plate concrete on both sides of the gate groove;

[0060] Install the transverse support steel beam 3 and the gate groove bottom sill embedded part 1 on the vertical support steel beam 2, support the first template on the gate groove bottom sill embedded part 1, the first template adopts the first plywood template 7, install the anti-floating steel beam 6, and connect the anti-floating cone 5 to the anti-floating steel beam 6 through a high-strength tie rod;

[0061] Tie up the steel bars at the bottom of the gate slot bottom sill embedded part 1, and pour concrete into the construction joint of the gate slot bottom sill embedded part 1;

[0062] Remove the anti-floating steel beam 6, the anti-floating cone 5 and the high-strength tie rod connecting the anti-floating cone 5 and the anti-floating steel beam 6;

[0063] Tie up the steel bars on both sides of the gate slot and install anti-sag tooling;

[0064] A second template is supported on the inner side of the embedded plate 800 of the gate slot side embedded part. The first template uses a second plywood template 10 and is installed with an anti-deformation tooling;

[0065] Concrete is poured into the construction joint outside the gate slot side embedded part 8.

[0066] In some embodiments, a bottom high-strength tie rod 15 is installed at the end of the anti-floating cone 5 to anchor the anti-floating cone 5 in the bottom concrete. The anti-floating cone 5 is connected to the anti-floating steel beam 6 through the upper high-strength tie rod 4. When dismantling, the anti-floating cone 5 and the upper high-strength tie rod 4 are dismantled, the bottom high-strength tie rod 15 is not dismantled, and the cone hole of the anti-floating cone 5 is sealed with concrete.

[0067] In some embodiments, the horizontal steel beam 910 and the vertical steel beam 900 of the C-shaped steel beam are welded to each other, and a scaffolding operating frame is provided. The scaffolding steel pipe of the anti-deformation tooling is installed and connected to the operating frame. One end of the scaffolding steel pipe 930 is welded to the C-shaped steel beam on one side, and the other end is supported on the inner side of the C-shaped steel beam on the other side through an adjustable top support; the second template is pressed on the inner side of the embedded plate 800 of the gate slot side embedded part through the anti-deformation tooling.

[0068] The operating frame can be used in conjunction with the scaffolding steel pipe 930 in the anti-deformation tooling, and the two can be combined into one, saving materials and costs.

[0069] The present invention is further described in detail below in conjunction with specific embodiments:

[0070] Take the installation of embedded parts of a water gate slot as an example. Figure 1 , Figure 5As shown, the gate slot embedded parts include gate slot bottom sill embedded parts 1 and gate slot side embedded parts 8. The width of the water gate wall is 1250mm. The left and right gate slot side embedded parts 8 are 1250mm wide and 9550mm high, and the embedded plate thickness is 20mm. The gate slot bottom sill embedded parts 1 are 1500mm long and 1250mm wide, and the embedded plate thickness is 20mm.

[0071] The embedded parts installation accuracy requirements are: before concrete pouring, the allowable deviation of the out-of-plane installation is -3mm, and after concrete pouring, the allowable deviation of the plane is -5mm.

[0072] The construction process includes the following steps:

[0073] Step 1: Leave construction joints along the gate groove bottom sill embedded parts 1 and gate groove side embedded parts 8, embed vertical support steel beams 2 in the lower concrete at the bottom of the gate groove bottom sill embedded parts 1, and install anti-floating cones 5 and bottom high-strength tie rods 15 in the bottom plate concrete on both sides of the gate groove;

[0074] Step 2: Install the transverse support steel beam 3, the gate slot bottom sill embedded part 1, the template support, and install the upper high-strength tie rod 4 and the anti-floating steel beam 6;

[0075] Step 3: Tie the steel bars at the bottom of the gate slot sill embedded part 1 and pour concrete;

[0076] Step 4: dismantle the anti-floating steel beam 6, the upper high-strength tie rod 4, and the anti-floating cone 5, and seal the cone hole with concrete;

[0077] Step 5: Tie the steel bars on both sides of the gate slot;

[0078] Step 6: Install the gate slot side embedded parts 8 and the anti-sag tooling;

[0079] Step 7: Formwork support, anti-deformation tooling installation, and operating frame erection;

[0080] Step 8: pouring concrete;

[0081] Step 9: Remove the anti-deformation tooling and operating frame;

[0082] Next, you can install the relevant components of the sluice gate, such as Fig. 9 , Fig.10 As shown:

[0083] Step 10: Install the gate frame assembly 17, gate leaf assembly 11 and inflatable seal assembly 18 of the sluice gate;

[0084] Step 11: Install the steel cladding 19 of the sluice gate.

[0085] In step 1 of this embodiment, two vertical support steel beams 2 are pre-embedded in the lower layer of concrete at the bottom of the gate slot bottom sill embedded part 1, and two vertical support steel beams 2 are pre-embedded in the lower layer of concrete at the bottom of the gate slot bottom sill embedded part 1. Figure 1 As shown, the two sides of the gate slot refer to the inside and outside directions of the paper) in the bottom plate concrete, the anti-floating cone 5 + high-strength tie rod, the upper surface of the anti-floating cone 5 is flush with the concrete surface on both sides of the gate slot (the bottom plate concrete on both sides of the gate slot is lower than the bottom plate concrete at the gate slot, such as Figure 6 As shown, Figure 5 left and right directions).

[0086] In step 1, the gate groove bottom sill embedded part 1 includes a gate groove bottom sill embedded part embedded plate 100, Figure 2 , Figure 3 As shown, the embedded plate 100 of the gate groove bottom sill embedded part has a gate groove bottom sill embedded part anchor bar 110, and is also provided with a leak detection duct 120, a leak detection duct angle steel 130, a sealing plate 140 and a tee 150 connecting the leak detection duct 120. The width of the gate groove bottom sill embedded part 1 is consistent with the width of the wall, both of which are 1250mm. The leak detection duct 120 should be processed according to the drawings, and the duct bending radius is ≥3d. The axial opening positioning size along the leak detection duct angle steel 130 is determined according to the opening information of the leak detection duct 120 on the leak detection duct angle steel 130. The leak detection duct 120 finally needs to extend 50mm out of the structural wall, and the leak detection duct 120 needs to be connected to the corresponding leak detection system.

[0087] In step 2, a transverse support steel beam 3 is welded and installed on the top of two vertical support steel beams 2 perpendicular to the gate slot direction. The top elevation of the transverse support steel beam 3 is the bottom elevation of the steel plate of the gate slot bottom sill embedded part 1. A first plywood template 7 is supported on the top surface of the steel plate of the gate slot bottom sill embedded part 1. An anti-floating steel beam 6 is installed on the upper surface of the first plywood template 7. A single steel beam is welded into a [][ shape by two channel steels. A gap of at least 20mm is left between the two channel steels to allow the upper high-strength tie rod 4 to pass through. At the same time, the upper high-strength tie rod 4 is installed on the anti-floating cone 5 in the bottom plate concrete on both sides of the gate slot. The upper part of the upper high-strength tie rod 4 is fixed to the anti-floating steel beam 6 with a three-claw nut 14 to form an anti-floating tooling to prevent the gate slot bottom sill embedded part 1 from floating due to the bottom concrete pouring.

[0088] In step 3, the concrete pouring elevation is poured until the bottom of the gate slot bottom sill embedded part 1 is filled.

[0089] In step six, the gate slot side embedded part 8 includes a gate slot side embedded part embedded plate 800, Figure 4 As shown, the gate slot side embedded part embedded plate 800 is composed of gate slot side embedded part anchor bars 810. The gate slot side embedded part 8 has the same width as the wall width, both of which are 1250mm. The gate slot side embedded part 8 is installed on the main structure steel bars. The back of the gate slot side embedded part 8 and the outermost main structure steel bars are reinforced by transverse reinforcing steel bars 12 and vertical reinforcing steel bars 11. At the same time, the transverse top rod 13 is used to fix it to the poured wall to form an anti-sinking tooling to prevent the gate slot side embedded part 8 from sinking.

[0090] In step 7, a second plywood template 10 is installed on the surface of the gate slot side embedded part 8, and an anti-deformation tool is installed on the surface of the second plywood template 10, such as Figure 7 , Figure 8 As shown, the anti-deformation tooling is composed of a number of vertical "C-shaped" steel beams and a number of horizontal "C-shaped" steel beams. The notches of the vertical steel beams 900 in contact with the surface of the plywood formwork are facing away from the plywood formwork. The horizontal "C-shaped" steel beams are installed in the notches of the vertical steel beams 900. The notches of the horizontal "C-shaped" steel beams are perpendicular to the notches of the vertical "C-shaped" steel beams, and an operating frame is set up. The anti-deformation tooling on both sides is adjusted by an adjustment device composed of an adjustable top support and a scaffolding steel pipe 930. The end of the scaffolding steel pipe 930 connected to the anti-deformation tooling is welded.

[0091] In step ten, the gate leaf assembly 1116 is a stainless steel welded structure, and the outer periphery is a U-shaped sealing surface, where a double-pass inflatable sealing ring can be used to achieve sealing; the door frame assembly 17 is a stainless steel welded structure, welded to the gate groove bottom sill embedded part 1 and the gate groove side embedded part embedded plate 800, and contains a U-shaped groove structure inside, which can be inserted into the gate leaf assembly 11, providing structural support for the gate leaf assembly 11 and providing a U-shaped sealing surface inside the groove structure. The inflatable sealing assembly 1818 is composed of a double-pass inflatable sealing ring assembly, which is installed on the U-shaped sealing surface on the outer periphery of the gate leaf assembly 11. After inflation, the U-shaped sealing surface on the outer periphery of the gate leaf assembly 11 and the U-shaped sealing surface inside the groove of the door frame assembly form a sealing boundary, and each inflatable sealing ring can achieve effective sealing.

[0092] The water gate gate slot embedded part of the present invention can be used in the construction of multiple plant buildings in a nuclear power plant, is easy to operate, improves work efficiency, ensures quality, and its accuracy can meet design requirements.

[0093] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any form. Any technician familiar with the profession, without departing from the scope of the technical solution of the present invention, according to the technical essence of the present invention, any simple modification, equivalent replacement and improvement made to the above embodiment still falls within the protection scope of the technical solution of the present invention.

Claims

1. A construction structure for embedded parts of a water gate slot, characterized in that: Including gate slot bottom sill embedded parts, gate slot side embedded parts, anti-floating tooling, anti-sag tooling and anti-deformation tooling; The gate slot bottom sill embedded parts are arranged at the lower part of the gate slot construction area of ​​the water gate, and the gate slot side embedded parts are arranged at the left and right sides of the gate slot construction area of ​​the water gate, and a construction joint for later pouring of concrete is reserved between the gate slot bottom sill embedded parts, the gate slot side embedded parts and the surrounding poured concrete; Pre-embed a vertical support steel beam in the bottom concrete of the gate slot construction area of ​​the water gate, and install a transverse support steel beam on the vertical support steel beam; the gate slot bottom sill embedded parts are installed on the transverse support steel beam; The anti-floating tooling includes an anti-floating cone, a high-strength tie rod and an anti-floating steel beam; the high-strength tie rod passes through and is installed in the anti-floating cone, the anti-floating steel beam is installed on the gate slot bottom sill embedded part, and the upper end of the high-strength tie rod is fixed on the anti-floating steel beam; The anti-sag tooling includes transverse reinforcing steel bars, vertical reinforcing steel bars and transverse push rods; the transverse reinforcing steel bars and vertical reinforcing steel bars are arranged between the gate slot side embedded parts and the main structure steel bars outside the gate slot side embedded parts to form a reinforced fixation; the two ends of the transverse push rod are respectively supported between the gate slot side embedded parts and the cast wall outside the gate slot side embedded parts; The anti-deformation tooling includes a C-shaped steel beam, an adjustable top support and a scaffolding steel pipe; the C-shaped steel beam includes a horizontal steel beam and a vertical steel beam with notches arranged perpendicular to each other; at least one side of the scaffolding steel pipe is supported on the inner side of the C-shaped steel beam by the adjustable top support.

2. The sluice gate slot embedded parts construction structure according to claim 1 is characterized in that: The gate groove bottom sill embedded part comprises a gate groove bottom sill embedded part embedded plate, and the bottom of the gate groove bottom sill embedded part embedded plate is provided with a gate groove bottom sill embedded part anchor bar.

3. The sluice gate slot embedded parts construction structure according to claim 2 is characterized in that: Both ends of the embedded plate of the gate groove bottom sill embedded part are provided with sealing plates and leak detection groove angle steels; the embedded plate of the gate groove bottom sill embedded part is provided with a first leak detection conduit on the left and a second leak detection conduit on the right, as well as a third leak detection conduit perpendicular to the first leak detection conduit and the second leak detection conduit, and the first leak detection conduit, the second leak detection conduit and the third leak detection conduit are connected by a tee.

4. The sluice gate slot embedded parts construction structure according to claim 2 is characterized in that: The gate groove bottom sill embedded plate includes a gate groove bottom sill embedded steel plate, a first plywood template is supported on the top surface of the gate groove bottom sill embedded steel plate, and an anti-floating steel beam is installed on the upper surface of the plywood template. The structure of the anti-floating steel beam is welded into a ][ shape by two channel steels, and the upper end of the high-strength pull rod passes through the middle of the ][ shape and is fixed to the anti-floating steel beam by a three-claw nut.

5. The water gate gate slot embedded parts construction structure according to claim 1 is characterized in that: The gate slot side embedded parts include gate slot side embedded parts embedded plates, and the gate slot side embedded parts embedded plates are provided with gate slot side embedded parts anchor bars on the outer side.

6. The water gate gate slot embedded parts construction structure according to claim 1 is characterized by: The high-strength tie rod includes a bottom high-strength tie rod and an upper high-strength tie rod. The bottom high-strength tie rod is installed at the end of the anti-floating cone to anchor the anti-floating cone in the bottom concrete; the lower end of the upper high-strength tie rod is fixedly installed in the anti-floating cone, and the upper high-strength tie rod connects the anti-floating cone with the anti-floating steel beam.

7. The water gate gate slot embedded component construction structure according to claim 5 is characterized in that: A second plywood template is provided between the C-shaped steel beam and the embedded plate of the gate slot side embedded parts.

8. A method for constructing embedded parts of a water gate slot, characterized in that: The construction structure of the embedded parts of the gate slot of a water gate according to any one of claims 1 to 7 comprises the following steps: Construction joints are left along the embedded parts of the gate groove bottom sill and the side embedded parts of the gate groove, vertical support steel beams are pre-embedded in the lower concrete layer at the bottom of the gate groove bottom sill embedded parts, and anti-floating cones and high-strength tie rods are installed in the bottom plate concrete on both sides of the gate groove; Install the transverse support steel beam and the gate slot bottom sill embedded parts on the vertical support steel beam, support the first template on the gate slot bottom sill embedded parts, install the anti-floating steel beam, and connect the anti-floating cone to the anti-floating steel beam through a high-strength tie rod; Tie up the steel bars at the bottom of the gate slot sill embedded parts, and pour concrete into the construction joints of the gate slot sill embedded parts; Remove the anti-floating steel beam, anti-floating cone and the high-strength tie rod connecting the anti-floating cone and the anti-floating steel beam; Tie up the steel bars on both sides of the gate slot and install anti-sag tooling; A second template is supported on the inner side of the embedded plate of the gate slot side embedded parts, and an anti-deformation tooling is installed; Pour concrete into the construction joint on the outside of the embedded parts on the gate slot side.

9. The method for constructing embedded parts of a water gate slot according to claim 8, characterized in that: A bottom high-strength tie rod is installed at the end of the anti-floating cone to anchor the anti-floating cone in the bottom concrete. The anti-floating cone is connected to the anti-floating steel beam through the upper high-strength tie rod. When dismantling, the anti-floating cone and the upper high-strength tie rod are dismantled, but the bottom high-strength tie rod is not dismantled, and the cone hole of the anti-floating cone is sealed with concrete.

10. The method for constructing embedded parts of a water gate slot according to claim 8, characterized in that: The horizontal steel beam and the vertical steel beam of the C-shaped steel beam are welded to each other; an operating frame of a scaffolding is set up, and a scaffolding steel pipe of an anti-deformation tooling is installed and connected to the operating frame; one end of the scaffolding steel pipe is welded to the C-shaped steel beam on one side, and the other end is supported on the inner side of the C-shaped steel beam on the other side through an adjustable top support; the second template is pressed on the inner side of the embedded plate of the gate slot side embedded part through the anti-deformation tooling.

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