CN215482691U - Full-assembly type beam-slab system based on high-pile beam-slab wharf - Google Patents
Full-assembly type beam-slab system based on high-pile beam-slab wharf Download PDFInfo
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- CN215482691U CN215482691U CN202121188754.6U CN202121188754U CN215482691U CN 215482691 U CN215482691 U CN 215482691U CN 202121188754 U CN202121188754 U CN 202121188754U CN 215482691 U CN215482691 U CN 215482691U
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Abstract
The utility model belongs to the technical field of port engineering, and particularly discloses a full-assembly type beam-slab system based on a high pile beam-slab wharf, which comprises a plurality of pile foundations, wherein the top end of each pile foundation is provided with a pile cap, the top end of each pile cap is provided with a prefabricated middle cross beam and a prefabricated longitudinal beam, the prefabricated middle cross beams and the prefabricated longitudinal beams are arranged in a criss-cross manner, the tail ends of the prefabricated middle cross beams are provided with prefabricated side cross beams, the tail ends of the prefabricated longitudinal beams are provided with prefabricated side cross beams, the two side edges of the prefabricated longitudinal beams and the side edges of the prefabricated side beams are provided with beam system expansion heads, the top ends of the prefabricated longitudinal beams and the prefabricated side beams are provided with installation grooves, a prefabricated middle plate is arranged between the prefabricated longitudinal beams and the prefabricated middle cross beams, prefabricated side plates are arranged between the prefabricated middle cross beams and the prefabricated side beams, panel tenons corresponding to the installation grooves are arranged at the bottom ends of the prefabricated middle plates and the prefabricated side plates, the beams and the prefabricated side plates are maintained and installed in a prefabrication-site, the process of cast-in-place concrete on site is avoided, the project progress is accelerated, and the environmental protection is facilitated.
Description
Technical Field
The utility model relates to a full-assembly type beam-slab system based on a high-pile beam-slab wharf, and belongs to the technical field of port engineering.
Background
In the conventional beam-slab system at the upper part of the high-pile beam-slab wharf, longitudinal and transverse beam systems are generally connected by cast-in-place concrete post-cast strip joints; between the prefabricated panels, the post-cast-in-place panels of the post-cast strip are arranged at the tops of the longitudinal and transverse beam systems, the assembly degree of the conventional scheme is low, a large amount of concrete still needs to be cast in a vertical mode and cast in a cast-in-place mode on site, layered and segmented pouring is needed according to construction capacity, maintenance and strength forming time needs to be waited according to weather conditions, the construction period is long, the service time of the ship engine is long, and the cost is high. If a template engineering quality accident occurs, the influence of a large amount of cast-in-place concrete on the water and soil environment is a serious environmental protection hidden danger.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a full-assembly type beam-slab system based on a high-pile beam-slab wharf, and solves the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a full assembled beam slab system based on high pile beam slab pier, includes a plurality of pile foundations, the pile foundation top is equipped with the pile cap, the pile cap top is equipped with prefabricated center sill and prefabricated longeron, prefabricated center sill and prefabricated longeron vertically and horizontally staggered set up, prefabricated center sill end is equipped with prefabricated boundary beam, prefabricated longeron end is equipped with prefabricated edge beam, prefabricated longeron both sides edge and prefabricated boundary beam side edge all are equipped with the beam system and enlarge the head, prefabricated longeron and prefabricated boundary beam top are equipped with mounting groove, be equipped with prefabricated medium plate between prefabricated longeron and the prefabricated center sill, be equipped with prefabricated sideboard between prefabricated center sill and the prefabricated boundary beam, prefabricated medium plate and prefabricated sideboard bottom are equipped with the panel tenon that corresponds each other with mounting groove.
Preferably, preformed holes are formed in the prefabricated middle cross beam, the prefabricated edge cross beam, the prefabricated longitudinal beam, the prefabricated edge beam, the beam system expansion head and the panel tenon, a rear insertion steel bar is arranged in each preformed hole, and the prefabricated middle cross beam, the prefabricated edge cross beam, the prefabricated longitudinal beam, the prefabricated edge beam, the beam system expansion head and the panel tenon are fixedly connected through the rear insertion steel bar.
Preferably, the pile foundation is arranged at the bottom end of an intersection point of the prefabricated middle cross beam and the prefabricated longitudinal beam or the prefabricated side beam, and the pile foundation is a steel pipe pile, a prefabricated prestressed concrete pile or a concrete cast-in-place pile.
Preferably, the prefabricated middle cross beam and the prefabricated side cross beam are integrally prefabricated, a mooring post and a rubber fender are fixedly arranged on the prefabricated middle cross beam and the prefabricated side cross beam, and a cantilever plate is fixedly arranged on the side face of the prefabricated side cross beam.
Preferably, the positions of the preformed holes in the side surfaces of the prefabricated middle cross beam and the prefabricated edge cross beam correspond to the mounting positions of the prefabricated longitudinal beams and the prefabricated edge beams.
Preferably, the position of the preformed hole on the beam system expansion head corresponds to the position of the preformed hole on the side surface of the prefabricated middle cross beam and the prefabricated side cross beam.
Preferably, the positions of the preformed holes in the side surfaces of the prefabricated longitudinal beam and the prefabricated side beam are located within the height range of the installation groove, and the positions of the preformed holes in the tenon of the panel correspond to the positions of the preformed holes in the side surfaces of the prefabricated longitudinal beam and the prefabricated side beam.
Preferably, the rear insertion steel bar is made of steel bars, bolts, anchor bolts, stainless steel bars or iron castings, and the rear insertion steel bar is fixed in the reserved hole through high-strength glue.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model belongs to the technical field of port engineering, and particularly discloses a full-assembly type beam-slab system based on a high-pile beam-slab wharf.
Drawings
FIG. 1 is a view of the overall installation of the structure of the present invention;
FIG. 2 is a block diagram of the prefabricated transverse beam system of the present invention;
FIG. 3 is a cross-sectional view of a prefabricated transverse beam system of the present invention;
FIG. 4 is a block diagram of the prefabricated longitudinal beam system of the present invention;
FIG. 5 is a cross-sectional view of a prefabricated longitudinal beam system of the present invention;
FIG. 6 is a diagram of a prefabricated panel construction of the present invention;
FIG. 7 is a cross-sectional view of a prefabricated panel of the present invention;
FIG. 8 is a plan view of the beam system installation of the present invention;
FIG. 9 is a beam system connection of the present invention;
FIG. 10 is an installation view of the prefabricated panel according to the present invention;
FIG. 11 is a beam panel connection of the present invention;
FIG. 12 is a schematic cross-sectional view of a preformed hole of the present invention;
in the figure: 1. a pile foundation; 2. pile caps; 3. prefabricating a middle cross beam; 31. prefabricating a side beam; 4. prefabricating a longitudinal beam; 41. prefabricating an edge beam; 5. prefabricating a middle plate; 6. a beam system expanding head; 7. installing a groove; 8. a panel tenon; 9. reserving a hole; 10. inserting a steel bar at the back; 11. high-strength glue; 12. mooring a bollard; 13. rubber fender; 14. a cantilevered plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Referring to fig. 1-12, the present invention provides a technical solution: the utility model provides a full assembled beam slab system based on high pile beam slab pier, includes a plurality of pile foundations 1, 1 top of pile foundation is equipped with pile cap 2, 2 tops of pile cap are equipped with prefabricated middle cross beam 3 and prefabricated longeron 4, prefabricated middle cross beam 3 and 4 vertically and horizontally staggered settings of prefabricated longeron, 3 ends of prefabricated middle cross beam are equipped with prefabricated boundary beam 41, 4 ends of prefabricated longeron are equipped with prefabricated boundary beam 31, 4 both sides edges of prefabricated longeron and 41 side edges of prefabricated boundary beam all are equipped with beam system expansion head 6, prefabricated longeron 4 and 41 tops of prefabricated boundary beam are equipped with mounting groove 7, be equipped with prefabricated middle plate 5 between prefabricated longeron 4 and the prefabricated middle cross beam 3, be equipped with prefabricated boundary plate between prefabricated middle cross beam 3 and the prefabricated boundary beam 41, prefabricated middle plate 5 and prefabricated boundary plate bottom are equipped with the panel tenon 8 that corresponds each other with mounting groove 7.
Furthermore, preformed holes 9 are formed in the prefabricated middle cross beam 3, the prefabricated side cross beam 31, the prefabricated longitudinal beam 4, the prefabricated side beam 41, the beam system expansion head 6 and the panel tenon 8, a rear insertion steel bar 10 is arranged in each preformed hole 9, and the prefabricated middle cross beam 3, the prefabricated side cross beam 31, the prefabricated longitudinal beam 4, the prefabricated side beam 41, the beam system expansion head 6 and the panel tenon 8 are fixedly connected through the rear insertion steel bar 10.
Further, the pile foundation 1 is arranged at the bottom end of the junction of the prefabricated middle cross beam 3 and the prefabricated longitudinal beam 4 or the prefabricated side beam 41, and the pile foundation 1 is a steel pipe pile, a prefabricated prestressed concrete pile or a concrete cast-in-place pile.
Further, the prefabricated middle cross beam 3 and the prefabricated side cross beam 31 are integrally prefabricated, the mooring post 12 and the rubber fender 13 are fixedly arranged on the prefabricated middle cross beam 3 and the prefabricated side cross beam 31, and the cantilever plate 14 is fixedly arranged on the side surface of the prefabricated side cross beam 31.
Furthermore, the positions of the preformed holes 9 on the side surfaces of the prefabricated middle cross beam 3 and the prefabricated side cross beam 31 correspond to the mounting positions of the prefabricated longitudinal beams 4 and the prefabricated side beams 41.
Furthermore, the positions of the preformed holes 9 on the beam system expansion head 6 correspond to the positions of the preformed holes 9 on the side surfaces of the prefabricated middle cross beam 3 and the prefabricated side cross beam 31.
Furthermore, the positions of the preformed holes 9 on the side surfaces of the prefabricated longitudinal beam 4 and the prefabricated edge beam 41 are positioned in the height range of the mounting groove 7, and the positions of the preformed holes 9 on the panel tenon 8 correspond to the positions of the preformed holes 9 on the side surfaces of the prefabricated longitudinal beam 4 and the prefabricated edge beam 41.
Further, the rear insertion steel bar 10 is made of steel bars, bolts, anchor bolts, stainless steel bars or iron castings, and the rear insertion steel bar 10 is fixed in the preformed hole 9 through high-strength glue 11.
The working principle is as follows: the utility model relates to a full-assembly type beam-slab system based on a high-pile beam-slab wharf, which comprises the following specific construction steps:
1. after the pile foundation 1 is arranged, a pile cap 2 is installed;
2. prefabricating a transverse beam system, wherein embedded parts such as a prefabricated middle beam 3, a prefabricated side beam 31, a mooring column 12, a rubber fender 13 and the like are prefabricated at the same time; the prefabricated side beam 31 comprises a prefabricated cantilever plate 14, and refer to fig. 2 and 3; when prefabricating the transverse beam system, the preformed hole 9 is preformed in the beam in advance, and refer to fig. 9;
3. the prefabricated longitudinal beam system comprises a prefabricated longitudinal beam 4 and a prefabricated edge beam 41; the beam system expansion head 6 and the prefabricated mounting groove 7 are arranged at the prefabrication stage, and refer to fig. 4 and 5; when the longitudinal beam system is prefabricated, the preformed hole 9 is arranged in the mounting groove 7, and refer to fig. 11;
4. the prefabricated panel comprises a prefabricated middle plate 5; the panel tenon 8 is set at the prefabrication stage, see fig. 6, 7; when the panel is prefabricated, the prepared hole 9 is arranged in the panel tenon 8, refer to fig. 11;
5. referring to fig. 1, 8 and 10, the prefabricated parts are hoisted and installed in place, and the preformed holes 9 of the parts are aligned.
6. Inserting a steel bar 10 after the preformed hole 9 is inserted, and pouring high-strength glue 11 to finish construction, and referring to fig. 9 and 11;
the utility model has simple structure and convenient operation, and is suitable for popularization and use.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a full assembled beam slab system based on high stake beam slab pier which characterized in that: comprises a plurality of pile foundations (1), pile caps (2) are arranged at the top ends of the pile foundations (1), the top end of the pile cap (2) is provided with a prefabricated middle cross beam (3) and a prefabricated longitudinal beam (4), the prefabricated middle cross beam (3) and the prefabricated longitudinal beams (4) are arranged in a criss-cross mode, the tail end of the prefabricated middle cross beam (3) is provided with a prefabricated edge beam (41), the tail end of the prefabricated longitudinal beam (4) is provided with a prefabricated edge beam (31), the edges of two sides of the prefabricated longitudinal beam (4) and the edge of the side surface of the prefabricated edge beam (41) are provided with beam system expansion heads (6), mounting grooves (7) are arranged at the top ends of the prefabricated longitudinal beams (4) and the prefabricated side beams (41), a prefabricated middle plate (5) is arranged between the prefabricated longitudinal beam (4) and the prefabricated middle cross beam (3), a prefabricated side plate is arranged between the prefabricated middle cross beam (3) and the prefabricated edge beam (41), and panel tenons (8) corresponding to the mounting grooves (7) are arranged at the bottom ends of the prefabricated middle plate (5) and the prefabricated side plates.
2. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: all be equipped with preformed hole (9) in prefabricated middle cross beam (3), prefabricated limit crossbeam (31), prefabricated longeron (4), prefabricated limit roof beam (41), beam system expansion head (6), panel tenon (8), be equipped with back inserted steel bar (10) in preformed hole (9), it is fixed through back inserted steel bar (10) connection between prefabricated middle cross beam (3), prefabricated limit crossbeam (31), prefabricated longeron (4), prefabricated limit roof beam (41), beam system expansion head (6), panel tenon (8).
3. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: the pile foundation (1) is arranged at the bottom end of an intersection point of the prefabricated middle cross beam (3) and the prefabricated longitudinal beam (4) or the prefabricated side beam (41), and the pile foundation (1) is a steel pipe pile, a prefabricated prestressed concrete pile or a concrete cast-in-place pile.
4. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: the prefabricated middle cross beam (3) and the prefabricated side cross beam (31) are integrally prefabricated, the ship mooring column (12) and the rubber fender (13) are fixedly arranged on the prefabricated middle cross beam (3) and the prefabricated side cross beam (31), and the cantilever plate (14) is fixedly arranged on the side surface of the prefabricated side cross beam (31).
5. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: the positions of the preformed holes (9) on the side surfaces of the prefabricated middle cross beam (3) and the prefabricated side cross beam (31) correspond to the mounting positions of the prefabricated longitudinal beam (4) and the prefabricated side beam (41).
6. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: the positions of the preformed holes (9) on the beam system expansion head (6) correspond to the positions of the preformed holes (9) on the side surfaces of the prefabricated middle cross beam (3) and the prefabricated side cross beam (31).
7. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 1, wherein: the positions of the preformed holes (9) in the side surfaces of the prefabricated longitudinal beam (4) and the prefabricated edge beam (41) are positioned in the height range of the mounting groove (7), and the positions of the preformed holes (9) in the side surfaces of the panel tenon (8) and the prefabricated longitudinal beam (4) and the prefabricated edge beam (41) correspond to each other.
8. The fully assembled beam-slab system based on the high-piled beam-slab wharf as claimed in claim 2, wherein: the rear inserting steel bar (10) is made of steel bars, bolts, anchor bolts, stainless steel bars or iron castings, and the rear inserting steel bar (10) is fixed in the preformed hole (9) through high-strength glue (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121188754.6U CN215482691U (en) | 2021-05-31 | 2021-05-31 | Full-assembly type beam-slab system based on high-pile beam-slab wharf |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121188754.6U CN215482691U (en) | 2021-05-31 | 2021-05-31 | Full-assembly type beam-slab system based on high-pile beam-slab wharf |
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| CN215482691U true CN215482691U (en) | 2022-01-11 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114635327A (en) * | 2022-03-23 | 2022-06-17 | 广东万奥建设工程有限公司 | High-bearing-capacity municipal road based on composite piles and prefabricated plates and construction method thereof |
-
2021
- 2021-05-31 CN CN202121188754.6U patent/CN215482691U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114635327A (en) * | 2022-03-23 | 2022-06-17 | 广东万奥建设工程有限公司 | High-bearing-capacity municipal road based on composite piles and prefabricated plates and construction method thereof |
| CN114635327B (en) * | 2022-03-23 | 2024-06-07 | 广东万奥建设工程有限公司 | High-bearing municipal road based on combined piles and prefabricated plates and construction method thereof |
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