Prefabricated pipe pile hanging plate concrete segmented pouring sealing plate device and construction technology

Abstract

The invention relates to the technical field of hanging plate pouring, in particular to a prefabricated pipe pile hanging plate concrete segmented pouring sealing plate device and a construction technology, the device comprises a first fixing piece, a tooth groove formwork and a second fixing piece, the first fixing piece is fixedly connected with a prefabricated pipe pile, and the second fixing piece is fixedly connected with a hanging plate surface reinforcing steel bar supporting system; the tooth groove template is arranged between the first fixing piece and the second fixing piece; a plurality of bosses are arranged on the inner surface of the tooth groove template; a sinking table is arranged on the inner side of the first fixing piece, one end of a tooth groove formwork is arranged in the sinking table, and a first connecting piece is arranged on the inner side of the tooth groove formwork and used for fixing the end, arranged in the sinking table, of the tooth groove formwork. A second connecting piece is arranged on the inner side of the tooth groove formwork and used for fixing the end, embedded into the groove, of the tooth groove formwork. The process of scabbling is avoided; the angle of the tooth groove formwork is adjusted by designing the first connecting pieces of different sizes, then the inclination of the side face of the hanging plate is adjusted, and the concrete pouring quality is guaranteed.

Description

Technical Field

[0001] The invention relates to the technical field of hanging plate casting, and in particular to a prefabricated pipe pile hanging plate concrete segmented casting and sealing plate device and a construction process. Background Art

[0002] Layered concrete pouring is a method of pouring concrete in layers of defined thickness during the concrete pouring process. The basic principle is to rationally divide the pouring layers so that each layer can be covered by newly poured concrete before initial setting, thereby ensuring the integrity and good performance of the concrete structure. This method primarily considers factors such as heat dissipation during the pouring process, vibration compaction, and preventing cracks in the concrete.

[0003] Concrete pouring layers include: full layering, segmented layering and oblique layering. For prefabricated pipe pile hanging slab concrete structure, since its structural thickness is not large but the area is large, the prefabricated pipe pile hanging slab concrete structure adopts segmented pouring method.

[0004] Since the prefabricated pipe pile hanging slab concrete structure adopts the segmented pouring method, it is necessary to seal the end of each segmented concrete pouring. After pouring, the sealed surface needs to be roughened. However, since the contact surface between the hanging slab concrete and the prefabricated pipe pile is not flat, it is easy to touch the surface of the prefabricated pipe pile during the roughening process. Improper operation can easily scratch the surface of the prefabricated pipe pile, resulting in a decrease in the overall waterproof performance of the hanging slab. In addition, due to high-altitude operations, the roughening process also requires the construction of a steel frame, which is inconvenient.

[0005] In order to facilitate later construction and reduce the possibility of damage to prefabricated pipe piles, reduce the later roughening process, and also to reduce the inclination of the hanging plate, so as to facilitate the adjustment of the inclination during hanging plate casting, the present invention provides a prefabricated pipe pile hanging plate concrete segmented casting and sealing plate device and construction process. Summary of the Invention

[0006] In order to solve the above technical problems existing in the prior art, the present invention provides a prefabricated pipe pile hanging plate concrete segmented casting sealing device and construction process, which improves construction convenience and improves the adjustability of the hanging plate casting surface.

[0007] To achieve the above object, the technical solution of the present invention is as follows:

[0008] In a first aspect, the present invention provides a prefabricated pipe pile hanging slab concrete segmented pouring and sealing device, comprising a first fixing member, a tooth groove formwork, and a second fixing member, wherein the first fixing member is fixedly connected to the prefabricated pipe pile, and the second fixing member is fixedly connected to the steel bar support system on the hanging slab surface; the tooth groove formwork is arranged between the first fixing member and the second fixing member; and a plurality of bosses are provided on the inner surface of the tooth groove formwork;

[0009] A sinking platform is provided inside the first fixing member, one end of the tooth groove template is provided in the sinking platform, and a first connecting member is provided inside the tooth groove template for fixing the end of the tooth groove template in the sinking platform;

[0010] A groove is provided on the inner side of the second fixing member, and the other end of the tooth groove template is embedded in the groove. A second connecting member is provided on the inner side of the tooth groove template for fixing one end of the tooth groove template embedded in the groove.

[0011] Furthermore, an embedding groove is provided on the inner side of the sinking platform of the first fixing member, and the first connecting member includes a first limiting plate and a second limiting plate, the second limiting plate is arranged perpendicular to the first limiting plate, the upper end of the first limiting plate is embedded in the embedding groove, and the lower end of the first limiting plate is used to fix the tooth groove template; the upper surface of the second limiting plate abuts against the first fixing member.

[0012] Furthermore, a flexible gasket is provided between the upper surface of the second limiting plate and the first fixing member.

[0013] Furthermore, a flexible pad is provided between the outer surface of the tooth groove template and the first fixing member, and a flexible pad is provided between the outer surface of the tooth groove template and the second fixing member.

[0014] Furthermore, a connecting plate is provided on the outer surface of the prefabricated pipe pile, the surface where the connecting plate is connected to the prefabricated pipe pile is an arc-shaped surface, the connecting plate is fixedly connected to the inner side surface of the first fixing piece, and the surface where the connecting plate is connected to the first fixing piece is flat and fits with the inner side surface of the first fixing piece.

[0015] Furthermore, a steel pipe is arranged on the outer side of the tooth groove formwork, and a horizontal tie bar is arranged on the tooth groove formwork. The tie bar extends to the area where the hanging plate is to be cast and is connected to the casting steel bars of the hanging plate. The outer side of the tie bar is connected to the steel pipe.

[0016] Furthermore, a first fastener is provided at the contact point between the tooth groove template and the first connecting member, and the first fastener fixedly connects the first connecting member to the tooth groove template.

[0017] Furthermore, a vertical hole is provided in the boss of the tooth groove template, and the vertical hole is used for letting cooling air in.

[0018] Furthermore, both side surfaces of the boss are inclined surfaces, and the inclination directions of the two side surfaces are the same, and the inclination angles are both less than 5°.

[0019] In a second aspect, the present invention further provides a construction process for the above-mentioned prefabricated pipe pile hanging plate concrete segmented casting sealing plate device, comprising:

[0020] S1. Welding a connecting plate on the prefabricated pipe pile and installing a first fixing member and a second fixing member;

[0021] S2, installing the tooth groove template and the second connecting piece;

[0022] S3. Install the first connecting piece according to the inclination requirement of the hanging plate to be cast;

[0023] S4. Pour concrete and remove the prefabricated pipe pile hanging plate concrete segmented pouring and sealing device after final setting.

[0024] Furthermore, a layered pouring method is adopted to pour concrete, and N pouring layers are set, which are the first layer, the second layer, ... the Nth layer from bottom to top;

[0025] When pouring the first layer, when the pouring height reaches the first threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t1;

[0026] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0027] When the pouring reaches the second threshold, the cooling air is stopped and pouring is continued until the first layer is poured;

[0028] Before the first layer of concrete begins to set, the second layer is poured.

[0029] When pouring the second layer, when the pouring height reaches the third threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t2;

[0030] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0031] When the pouring reaches the fourth threshold, the cooling air is stopped and pouring is continued until the second layer is poured;

[0032] Repeat the above process:

[0033] Before the initial setting of the i-1 layer of concrete, the i-th layer is poured.

[0034] When pouring the i-th layer, when the pouring height reaches the 2i-1th threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t i ;

[0035] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0036] When the pouring reaches the 2i-th threshold, the cooling air is stopped and pouring is continued until the i-th layer is poured.

[0037] Furthermore, the first threshold is determined as follows:

[0038] Obtain the tooth spacing b of the tooth groove template and the aperture D of the vertical hole. Also obtain the discharge temperature T of the poured concrete and the pouring height H of each layer of layered pouring. Then the first threshold h1 is:

[0039]

[0040] Among them, t h represents the ambient temperature, and a is a constant.

[0041] Furthermore, the second threshold is determined as follows:

[0042] h2=b(H-h1)+h1

[0043] Among them, b is the coefficient, and its value is 0.8-0.85.

[0044] Furthermore, the method for determining the 2i-1th threshold is:

[0045]

[0046] Among them, h (2j-1) Indicates the threshold for determining whether cooling air is allowed to flow into the j-th layer.

[0047] Furthermore, the method for determining the 2i threshold is:

[0048] h 2i =b(Hh 2i-1 )+h 2i-1

[0049] Among them, b is the coefficient, and its value is 0.8-0.85.

[0050] Furthermore, the temperature t1 is 0.4-0.5 times the discharge temperature T of the concrete.

[0051] Furthermore, the temperature t i The method for determining is:

[0052]

[0053] Among them, t jis the cooling air temperature when pouring the jth layer.

[0054] Compared with the prior art, the present invention has the following beneficial effects:

[0055] The present invention provides a prefabricated pipe pile hanging plate concrete segmented casting and sealing device, in which a tooth groove template is set on the side of the segmented cast hanging plate, forming a toothed surface after casting, avoiding the roughening process, and allowing the front and rear cast concrete to be connected into a structurally stable whole after forming.

[0056] In addition, the present invention provides connecting pieces at both ends of the tooth groove formwork, determines the position of the tooth groove formwork through the second connecting piece and ensures that the tooth groove formwork is perpendicular to the support system of the hanging plate surface, and realizes the adjustment of the angle of the tooth groove formwork by designing first connecting pieces of different sizes, thereby realizing the adjustment of the inclination of the side of the hanging plate and ensuring the quality of concrete pouring.

[0057] In addition, the present invention provides vertical holes in the bosses of the tooth groove formwork, and introduces cooling air into the vertical holes during pouring, thereby extending the solidification time of the concrete in contact with the tooth groove formwork. When the pouring sealing plate device is dismantled, a portion of the concrete surface can be slightly damaged, thereby increasing the roughness of the concrete on the side of the hanging plate, thereby increasing the connection strength with the subsequent pouring of concrete.

[0058] In addition, the present invention also arranges the boss as an inclined surface, thereby ensuring smooth demoulding while utilizing the inclined surface to increase the connection strength with subsequent concrete pouring. BRIEF DESCRIPTION OF THE DRAWINGS

[0059] Figure 1 This is a schematic structural diagram of an embodiment of the present invention.

[0060] Figure 2 for Figure 1 A partial enlarged view of point A in the middle.

[0061] Figure 3 for Figure 1 A partial enlarged view of point B in the middle.

[0062] Figure 4 for Figure 1 A partial enlarged view of point C in the middle.

[0063] Figure 5 for Figure 1 Center C is a partial enlarged view of other embodiments.

[0064] Description of reference numerals:

[0065] 1. First fixing part, 2. Tooth groove formwork, 201. Boss, 3. Second fixing part, 4. Prefabricated pipe pile, 5. Steel bar support system, 6. First connecting part, 601. First limiting plate, 602. Second limiting plate, 7. Second connecting part, 8. Flexible gasket, 9. Flexible liner, 10. Connecting plate, 11. Steel pipe, 12. Tie bar, 13. First fastener, 14. Vertical hole, 15. Second fastener. DETAILED DESCRIPTION

[0066] The technical solution of the present invention will be clearly described below in conjunction with the accompanying drawings. Obviously, the described embodiments are not all embodiments of the present invention. All other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention.

[0067] It should be noted that, unless otherwise specifically stated, the relative arrangements of components and steps, and numerical expressions set forth in these embodiments should not be construed as limiting the scope of the present invention.

[0068] The following description of exemplary embodiments is merely illustrative and is not intended to limit the present invention, its application, or use in any sense. Technologies, methods, and apparatus known to those skilled in the art may not be discussed in detail herein, but to the extent applicable, such technologies, methods, and apparatuses should be considered part of this specification.

[0069] Example 1

[0070] This embodiment provides a prefabricated pipe pile hanging plate concrete segmented casting sealing device, such as Figure 1 As shown, it includes a first fixing member 1, a tooth groove template 2, and a second fixing member 3. The first fixing member 1 is fixedly connected to the prefabricated pipe pile 4, and the second fixing member 3 is fixedly connected to the steel bar support system 5 on the surface of the hanging plate; the tooth groove template 2 is arranged between the first fixing member 1 and the second fixing member 3; the inner surface of the tooth groove template 2 is provided with a plurality of bosses 201;

[0071] like Figure 2 As shown, a sinking platform is provided on the inner side of the first fixing member 1, one end of the tooth groove template 2 is provided in the sinking platform, and a first connecting member 6 is provided on the inner side of the tooth groove template 2 for fixing one end of the tooth groove template 2 in the sinking platform; specifically, the upper end of the tooth groove template 2 has a step, the lower end of the first connecting member 6 is provided in the step of the tooth groove template 2, and the inner side of the first connecting member 6 is flush with the inner surface of the tooth groove template 2.

[0072] like Figure 3As shown, a groove is provided on the inner side of the second fixing member 3, and the other end of the tooth groove template 2 is embedded in the groove. A second connecting member 7 is provided on the inner side of the tooth groove template 2 for fixing one end of the tooth groove template 2 embedded in the groove.

[0073] As a preferred embodiment, Figure 2 As shown, an embedding groove is provided on the inner side of the sink of the first fixing member 1, and the first connecting member 6 includes a first limiting plate 601 and a second limiting plate 602. The second limiting plate 602 is arranged perpendicular to the first limiting plate 601. The upper end of the first limiting plate 601 is embedded in the embedding groove, and the lower end of the first limiting plate 601 is used to fix the tooth groove template 2; the upper surface of the second limiting plate 602 abuts the first fixing member 1. The width of the upper end of the first limiting plate 601 is smaller than the width of the embedding groove, thereby allowing the first connecting member 6 to be adjusted left and right to adapt to the inclination of the tooth groove template 2.

[0074] A flexible gasket 8 is provided between the upper surface of the second limiting plate 602 and the first fixing member 1 to cushion the pressure on the first fixing member 1 during pouring. A flexible pad 9 is provided between the outer surface of the notch formwork 2 and the first fixing member 1, and a flexible pad 9 is provided between the outer surface of the notch formwork 2 and the second fixing member 3 to reduce the pressure exerted by the notch formwork on the second fixing member 3 during pouring.

[0075] like Figure 1 As shown, a connecting plate 10 is provided on the outer surface of the prefabricated pipe pile 4. The surface where the connecting plate 10 connects to the prefabricated pipe pile 4 is an arcuate surface. The connecting plate 10 is fixedly connected to the inner side surface of the first fixing member 1. The surface where the connecting plate 10 connects to the first fixing member 1 is flat and conforms to the inner side surface of the first fixing member 1. The connecting plate 10 converts the arcuate connection between the first fixing member 1 and the prefabricated pipe pile 4 into a flat connection, thereby enhancing the connection strength between the first fixing member 1 and the prefabricated pipe pile 4.

[0076] A steel pipe 11 is provided on the outer side of the notch formwork 2. Horizontal tie bars 12 are provided on the notch formwork 2. The tie bars 12 extend toward the area of ​​the slab to be poured and are connected to the poured steel bars of the slab. The outer sides of the tie bars 12 are connected to the steel pipe 11. After pouring, the tie bars 12 are poured into the slab, and the steel pipe 11 can be removed and reused. The tie bars 12 and the steel pipe 11 are used to offset the pressure of the poured concrete on the notch formwork 2, thereby preventing the notch formwork 2 from exerting excessive pressure on the first fixing member 1 and the second fixing member 3, which could lead to cracks between the first fixing member 1 and the connecting member 10, or between the second fixing member 3 and the steel support system 5, and thus quality problems.

[0077] As a preferred embodiment, Figure 2As shown, a first fastener 13 is provided at the contact point between the tooth groove template 2 and the first connecting member 6, and the first fastener 13 securely connects the first connecting member 6 to the tooth groove template 2. Specifically, a stepped hole is provided on the first limiting plate 601 of the first connecting member 6, and the first fastener 13 is provided in the stepped hole. The other end of the first fastener 13 is threadedly connected to the tooth groove template 2.

[0078] like Figure 3 As shown, a second fastener 15 is provided at the contact point between the tooth groove template 2 and the second connecting member 7, and the second fastener 15 fixedly connects the second connecting member 7 to the tooth groove template 2. Specifically, a step hole is provided on the second connecting member 7, and the second fastener 15 is provided in the step hole. The other end of the second fastener 15 is threadedly connected to the tooth groove template 2.

[0079] like Figure 4 As shown, the boss 201 of the tooth groove template 2 is a rectangular boss, and a vertical hole 14 is provided in the boss 201. The vertical hole 14 is used to allow cooling air to pass through, and the cooling air is used to locally cool the poured concrete.

[0080] Example 2

[0081] The difference between this embodiment and the first embodiment is that the structure of the boss 201 is as follows: Figure 5 As shown, both side surfaces of the boss 201 are inclined surfaces, and the inclination directions of the two side surfaces are the same, and the inclination angles are both less than 5°.

[0082] Example 3

[0083] This embodiment provides a construction process for a prefabricated pipe pile hanging plate concrete segmented casting sealing device, comprising:

[0084] S1. Weld the connecting plate 10 on the prefabricated pipe pile and install the first fixing member 1 and the second fixing member 3;

[0085] S2, installing the tooth groove template 2 and the second connecting member 7;

[0086] S3. Install the first connecting member 6 according to the inclination requirement of the hanging plate to be cast; specifically, according to the inclination requirement, the size of the first connecting member 6, such as thickness, is designed into multiple specifications, and multiple first connecting members 6 with different thicknesses are manufactured. During construction, the appropriate first connecting member is selected and installed according to the inclination requirement of the casting hanging plate.

[0087] S4. Pour concrete and remove the prefabricated pipe pile hanging plate concrete segmented pouring and sealing device after final setting.

[0088] The concrete is poured in layers, with N pouring layers, namely the first layer, the second layer, and the Nth layer from bottom to top;

[0089] When pouring the first layer, when the pouring height reaches the first threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t1;

[0090] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0091] When the pouring reaches the second threshold, the cooling air is stopped and pouring is continued until the first layer is poured;

[0092] Before the first layer of concrete begins to set, the second layer is poured.

[0093] When pouring the second layer, when the pouring height reaches the third threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t2;

[0094] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0095] When the pouring reaches the fourth threshold, the cooling air is stopped and pouring is continued until the second layer is poured;

[0096] Repeat the above process:

[0097] Before the initial setting of the i-1 layer of concrete, the i-th layer is poured.

[0098] When pouring the i-th layer, when the pouring height reaches the 2i-1th threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t i ;

[0099] During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity;

[0100] When the pouring reaches the 2i-th threshold, the cooling air is stopped and pouring is continued until the i-th layer is poured.

[0101] The first threshold is determined as follows:

[0102] Get the tooth spacing b of the tooth groove template in cm, and the aperture D of the vertical hole in cm. Also get the discharge temperature T of the poured concrete and the pouring height H of each layer in the layered pouring in cm. Then the first threshold h1 is:

[0103]

[0104] Among them, t h Indicates the ambient temperature, a is a constant, and its value can be any number between 0.8 and 1.1.

[0105] The second threshold is determined as follows:

[0106] h2=b(H-h1)+h1

[0107] Among them, b is the coefficient, and its value is 0.8-0.85.

[0108] The method for determining the 2i-1th threshold is:

[0109]

[0110] Among them, h (2j-1) Indicates the threshold for determining whether cooling air is allowed to flow into the j-th layer.

[0111] The method for determining the 2i threshold is:

[0112] h 2i =b(Hh 2i-1 )+h 2i-1

[0113] Among them, b is the coefficient, and its value is 0.8-0.85.

[0114] The temperature t1 is 0.4-0.5 times the discharge temperature T of the concrete.

[0115] Temperature t i The method for determining is:

[0116]

[0117] Among them, t j is the cooling air temperature when pouring the jth layer.

[0118] The above specific embodiments are only used to illustrate the technical solutions of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to examples, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the scope of the technical solutions of the present invention, and all of these should be included in the scope of the claims of the present invention.

Claims

1. A prefabricated pipe pile hanging plate concrete segmented pouring sealing device, characterized in that: The tooth groove template comprises a first fixing member, a tooth groove template, and a second fixing member, wherein the first fixing member is fixedly connected to the prefabricated pipe pile, and the second fixing member is fixedly connected to the steel bar support system on the hanging plate surface; the tooth groove template is arranged between the first fixing member and the second fixing member; and a plurality of bosses are arranged on the inner surface of the tooth groove template; A sinking platform is provided inside the first fixing member, one end of the tooth groove template is provided in the sinking platform, and a first connecting member is provided inside the tooth groove template for fixing the end of the tooth groove template in the sinking platform; A groove is provided on the inner side of the second fixing member, and the other end of the tooth groove template is embedded in the groove. A second connecting member is provided on the inner side of the tooth groove template for fixing one end of the tooth groove template embedded in the groove.

2. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: An embedding groove is set on the inner side of the sinking platform of the first fixing member, and the first connecting member includes a first limiting plate and a second limiting plate. The second limiting plate is arranged perpendicular to the first limiting plate, and the upper end of the first limiting plate is embedded in the embedding groove. The lower end of the first limiting plate is used to fix the tooth groove template; the upper surface of the second limiting plate abuts against the first fixing member.

3. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 2 is characterized in that: A flexible gasket is provided between the upper surface of the second limiting plate and the first fixing member.

4. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 2 is characterized in that: A flexible pad is provided between the outer surface of the tooth groove template and the first fixing member, and a flexible pad is provided between the outer surface of the tooth groove template and the second fixing member.

5. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: A connecting plate is provided on the outer surface of the prefabricated pipe pile, and the surface where the connecting plate is connected to the prefabricated pipe pile is an arc-shaped surface. The connecting plate is fixedly connected to the inner side surface of the first fixing member, and the surface where the connecting plate is connected to the first fixing member is flat and fits with the inner side surface of the first fixing member.

6. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: A steel pipe is arranged on the outer side of the tooth groove formwork, and a horizontal tie bar is arranged on the tooth groove formwork. The tie bar extends to the area where the hanging plate is to be cast and is connected to the casting steel bars of the hanging plate. The outer side of the tie bar is connected to the steel pipe.

7. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: A first fastener is provided at the contact point between the tooth groove template and the first connecting member, and the first fastener fixedly connects the first connecting member to the tooth groove template.

8. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: A vertical hole is provided in the boss of the tooth groove template, and the vertical hole is used for letting in cooling air.

9. The prefabricated pipe pile hanging slab concrete segmented pouring and sealing device according to claim 1 is characterized in that: Both side surfaces of the boss are inclined surfaces, and the inclination directions of the two side surfaces are the same, and the inclination angles are both less than 5°.

10. The construction process of the prefabricated pipe pile hanging plate concrete segmented casting and sealing plate device according to any one of claims 1 to 9, characterized in that: include: S1. Welding a connecting plate on the prefabricated pipe pile and installing a first fixing member and a second fixing member; S2, installing the tooth groove template and the second connecting piece; S3. Install the first connecting piece according to the inclination requirement of the hanging plate to be cast; S4. Pour concrete and remove the prefabricated pipe pile hanging plate concrete segmented pouring and sealing device after final setting.

11. The construction process according to claim 10, characterized in that: The concrete is poured in layers, with N pouring layers, namely the first layer, the second layer, and the Nth layer from bottom to top; When pouring the first layer, when the pouring height reaches the first threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t1; During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity; When the pouring reaches the second threshold, the cooling air is stopped and pouring is continued until the first layer is poured; Before the first layer of concrete begins to set, the second layer is poured. When pouring the second layer, when the pouring height reaches the third threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t2; During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity; When the pouring reaches the fourth threshold, the cooling air is stopped and pouring is continued until the second layer is poured; Repeat the above process: Before the initial setting of the i-1 layer of concrete, the i-th layer is poured. When pouring the i-th layer, when the pouring height reaches the 2i-1th threshold, cooling air begins to flow into the vertical hole, and the temperature of the cooling air is t i ; During the cooling air supply process, the concrete temperature, ambient temperature and ambient humidity are collected in real time, and the temperature of the cooling air supplied is adjusted in real time according to the concrete temperature, ambient temperature and ambient humidity; When the pouring reaches the 2i-th threshold, the cooling air is stopped and pouring is continued until the i-th layer is poured.

12. The construction process according to claim 11, characterized in that: The first threshold is determined as follows: Obtain the tooth spacing b of the tooth groove template and the aperture D of the vertical hole. Also obtain the discharge temperature T of the poured concrete and the pouring height H of each layer of layered pouring. Then the first threshold h1 is: Among them, t h represents the ambient temperature, and a is a constant.

13. The construction process according to claim 12, characterized in that: The second threshold is determined as follows: h2=b(H-h1)+h1 Among them, b is the coefficient, and its value is 0.8-0.

85.

14. The construction process according to claim 12, characterized in that: The method for determining the 2i-1th threshold is: Among them, h (2j-1) Indicates the threshold for determining whether cooling air is allowed to flow into the j-th layer.

15. The construction process according to claim 14, characterized in that: The method for determining the 2i threshold is: h 2i =b(H-h 2i-1 )+h 2i-1 Among them, b is the coefficient, and its value is 0.8-0.

85.

16. The construction process according to claim 11, characterized in that: Temperature t1 is 0.4-0.5 times the concrete discharge temperature T; Temperature t i The method for determining is: Among them, t j is the cooling air temperature when pouring the jth layer.

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