CN220847350U - Wharf prefabricated panel structure - Google Patents

Abstract

The utility model relates to a wharf precast panel structure, which comprises a precast panel body, wherein a fixed frame is fixedly arranged on the outer side of the precast panel body, reinforcing blocks are uniformly and fixedly arranged in an inner cavity of the precast panel body, the reinforcing blocks are fixedly connected through reinforcing rods, reinforcing steel bar layers are fixedly arranged on the upper side and the lower side of each reinforcing block, two ends of each reinforcing steel bar layer are fixedly connected with the fixed frame, a connecting section is fixedly arranged on the outer side of the fixed frame, a drainage groove is fixedly formed in the connecting section, connecting grooves are formed in the connecting section, the directions of the connecting grooves on the two sides are opposite, positioning convex blocks are uniformly and fixedly arranged in the connecting grooves, positioning concave holes are uniformly formed in the connecting grooves on the lower side, the whole strength of the precast panel is effectively improved, the connecting grooves are prevented from being clamped with each other when the precast panel is assembled, the precast panel is facilitated to be assembled, the wharf is simpler to operate, the wharf is convenient to drain, and the practicability of the wharf is improved.

Description

Wharf prefabricated panel structure

Technical Field

The utility model relates to a wharf precast panel structure, and belongs to the technical field of precast panels.

Background

High pile wharfs are currently in wide use wharf construction. The existing high pile wharf is generally formed by setting up templates and binding reinforcing steel bars on site and pouring concrete when the prefabricated panel, the longitudinal beam and the transverse beam are constructed.

The utility model of patent number 2020205218. X provides a dock precast slab, comprising a precast concrete slab body, wherein the precast concrete slab body comprises a first frame, a second frame, a third frame and a fourth frame, the first frame, the second frame, the third frame and the fourth frame are spliced to form an outer frame, the bottom of the outer frame is welded with a transverse reinforcing rib and a longitudinal reinforcing rib, the transverse reinforcing rib is vertically welded with a U-shaped reinforcing ring, the precast concrete slab also comprises four hanging rings, the four hanging rings are welded on the longitudinal reinforcing rib, concrete is poured in the outer frame and the outer frame is wrapped, and the precast slab body is formed after the concrete is poured; however, the existing prefabricated panels are not strong enough, so that very heavy goods are often required to be transported on a wharf, the prefabricated panels are easy to deform and damage, and the prefabricated panels are inconvenient to assemble.

Disclosure of utility model

Aiming at the problems in the related art, the utility model provides a wharf precast panel structure which is used for overcoming the technical problems existing in the prior related art.

For this purpose, the utility model adopts the following specific technical scheme:

The utility model provides a pier prefabricated panel structure, includes the prefabricated plate body, the fixed frame that is equipped with in prefabricated plate body outside, the even fixed boss that is equipped with of prefabricated plate body inner chamber, through stiffener fixed connection between the boss, both sides are fixed about the boss is equipped with the reinforcing bar layer, and reinforcing bar layer both ends all with fixed frame fixed connection, fixed frame outside is fixed to be equipped with the linkage segment, the water drainage tank has been seted up to the linkage segment internal fixation, the connecting groove has been seted up on the linkage segment, and the connecting groove opposite direction of both sides, the top evenly fixed positioning lug that is equipped with in the connecting groove, below evenly seted up the location shrinkage pool in the connecting groove.

Preferably, the reinforcing blocks are distributed in the inner cavity of the fixed frame in a rectangular shape, the reinforcing blocks are fixedly connected with four corners of the inner wall of the fixed frame through connecting rods, and the reinforcing blocks are mutually connected in a staggered mode through the reinforcing rods.

Preferably, the reinforcing steel bar layer is formed by weaving transverse ribs and vertical ribs, the crossing parts of the transverse ribs and the vertical ribs are fixedly connected through connecting steel wires, and the reinforcing steel bar layer is fixedly connected with two ends of the reinforcing block.

Preferably, the drainage groove is located at one side of the connection groove, and the corresponding position on the connection section is provided with a drainage hole, and the drainage hole is in through connection with the drainage groove.

Preferably, the inner cavity of the connecting groove is provided with a limiting rod, a positioning hole is formed in the position, corresponding to the limiting rod, of the positioning protruding block, and the limiting rod is inserted into the positioning hole.

Preferably, a storage groove is formed in one side of the connecting groove, a reset spring is fixedly arranged in the storage groove, one end of the limiting rod is embedded into the storage groove and connected with the reset spring, and the movable end of the limiting rod is in an arc-shaped arrangement.

The beneficial effects of the utility model are as follows:

1. By arranging the reinforcing blocks, the reinforcing blocks are added in the precast slab body, so that the integral strength of the precast slab can be effectively increased, the strength of a wharf in use is ensured, and the condition that the precast slab is rolled and deformed by a transport vehicle is avoided;

2. Through setting up the water drainage tank, after prefabricated panel is assembled, rainwater can flow into the water drainage tank downwards from the junction to same drainage of rainwater plays better drainage effect, avoids rainwater to collect on the pier, improves its practicality;

3. Through setting up the location lug, when assembling prefabricated panel, with the connecting groove mutually block to let the location lug get into in the location shrinkage pool, effectually play the positioning action to adjacent prefabricated panel, guarantee the regularity when assembling, the operation is simpler.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model, and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the description serve to explain the utility model.

FIG. 1 is a schematic view of the overall structure of a dock leveler according to the present utility model;

FIG. 2 is a schematic cross-sectional view of a dock leveler structure of the present utility model;

FIG. 3 is a schematic cross-sectional view of a connector section of a dock leveler structure of the present utility model;

FIG. 4 is a schematic view of a dock face structure of the present utility model with a locating recess;

Reference numerals in the drawings: 1. a precast slab body; 2. a fixed frame; 3. a reinforcing block; 4. a reinforcing rod; 5. a reinforcing steel bar layer; 6. a connection section; 7. a connection groove; 8. positioning concave holes; 9. a connecting rod; 10. transverse ribs; 11. vertical ribs; 12. a drainage channel; 13. a drain hole; 14. positioning the protruding blocks; 15. a limit rod; 16. positioning holes; 17. a storage groove; 18. and a return spring.

Detailed Description

For the purpose of further illustrating the various embodiments, the present utility model provides the accompanying drawings, which are a part of the disclosure of the present utility model, and which are mainly used to illustrate the embodiments and, together with the description, serve to explain the principles of the embodiments, and with reference to these descriptions, one skilled in the art will recognize other possible implementations and advantages of the present utility model, wherein elements are not drawn to scale, and like reference numerals are generally used to designate like elements.

According to an embodiment of the present utility model, a dock leveler structure is provided.

Example 1

As shown in fig. 1-4, a dock precast panel structure according to an embodiment of the present utility model includes a precast slab body 1, a fixing frame 2 is fixedly disposed at the outer side of the precast slab body 1, reinforcing blocks 3 are uniformly and fixedly disposed in an inner cavity of the precast slab body 1, the reinforcing blocks 3 are fixedly connected with each other by reinforcing rods 4, reinforcing bar layers 5 are fixedly disposed at the upper and lower sides of the reinforcing blocks 3, two ends of the reinforcing bar layers 5 are fixedly connected with the fixing frame 2, a connecting section 6 is fixedly disposed at the outer side of the fixing frame 2, a drainage channel 12 is fixedly disposed in the connecting section 6, a connecting groove 7 is disposed on the connecting section 6, the connecting grooves 7 on two sides are opposite in direction, positioning protruding blocks 14 are uniformly disposed in the connecting groove 7, positioning protruding blocks 8 are uniformly disposed in the connecting groove 7 on the lower side, the reinforcing blocks 3 are uniformly disposed in the inner cavity of the fixing frame 2 in a rectangular shape, the reinforcing blocks 3 are fixedly connected with four corners of the inner wall of the fixing frame 2 by connecting rods 9, the reinforcing blocks 3 are mutually staggered and connected with the fixing frame 2 by reinforcing rods 4, the prefabricated layers 5 are formed by transverse ribs 10, vertical ribs 11 and the connecting ribs 11 are distributed at four corners of the fixing frame 3, and the prefabricated steel bars are connected with the two ends by the reinforcing bars 3 in a better strength dispersing manner.

Example two

As shown in fig. 1-4, according to an embodiment of the utility model, a dock prefabrication panel structure comprises a prefabrication panel body 1, a fixing frame 2 is fixedly arranged on the outer side of the prefabrication panel body 1, reinforcing blocks 3 are uniformly and fixedly arranged in an inner cavity of the prefabrication panel body 1, the reinforcing blocks 3 are fixedly connected through reinforcing rods 4, reinforcing steel bar layers 5 are fixedly arranged on the upper side and the lower side of the reinforcing blocks 3, two ends of the reinforcing steel bar layers 5 are fixedly connected with the fixing frame 2, a connecting section 6 is fixedly arranged on the outer side of the fixing frame 2, a drainage groove 12 is fixedly arranged in the connecting section 6, a connecting groove 7 is formed in the connecting section 6, the directions of the connecting grooves 7 on two sides are opposite, a positioning convex block 14 is uniformly and fixedly arranged in the connecting groove 7 on the upper side, a positioning concave hole 8 is uniformly formed in the connecting groove 7 on the lower side, a drainage hole 13 is formed in a corresponding position on the connecting section 6, the drainage hole 13 is in through connection with the drainage groove 12, and rainwater can enter the drainage groove 12 through the drainage hole 13, so that rainwater can be retained in the assembled prefabrication panel, and rainwater can be prevented from being uniformly drained.

Example III

As shown in fig. 1-4, according to an embodiment of the utility model, a dock prefabrication panel structure comprises a prefabrication panel body 1, a fixing frame 2 is fixedly arranged on the outer side of the prefabrication panel body 1, a reinforcing block 3 is uniformly and fixedly arranged in an inner cavity of the prefabrication panel body 1, the reinforcing blocks 3 are fixedly connected through reinforcing rods 4, reinforcing bar layers 5 are fixedly arranged on the upper side and the lower side of the reinforcing block 3, two ends of the reinforcing bar layers 5 are fixedly connected with the fixing frame 2, a connecting section 6 is fixedly arranged on the outer side of the fixing frame 2, a drainage tank 12 is fixedly arranged in the connecting section 6, a connecting groove 7 is formed in the connecting section 6, the connecting grooves 7 on two sides are opposite in direction, positioning protruding blocks 14 are uniformly and fixedly arranged in the connecting groove 7, positioning protruding blocks 8 are uniformly formed in the connecting groove 7 on the lower side, positioning protruding blocks 14 are provided with positioning holes 16 in positions corresponding to the positioning protruding blocks 15, the positioning protruding blocks 15 are inserted into the positioning holes 16, a storage groove 17 is formed in one side of the connecting groove 7, a storage groove 17 is fixedly arranged in the connecting groove 17, a reset spring 18 is fixedly arranged in the connecting groove 18, the reset spring 17 is fixedly arranged in the connecting groove 18 is in the connecting groove 18, and the reset spring 15 is prevented from being inserted into the positioning holes 16, and the positioning protruding blocks are fixedly arranged at one end of the connecting groove 18 and the connecting groove is fixedly arranged at the end of the connecting groove 18, and the connecting groove is fixedly arranged at the end 18 and the end is opposite end to the positioning groove 18, and the positioning groove is fixedly arranged at the end opposite end to the positioning position opposite side 18.

In summary, by means of the technical scheme of the utility model, the integral strength of the precast slab body 1 is effectively increased through the reinforcing block 3, so that the strength of a wharf in use is ensured, the condition that precast slabs are rolled and deformed by a transport vehicle is avoided, the connecting grooves 7 are mutually clamped when the precast slabs are assembled, the positioning convex blocks 14 enter the positioning concave holes 8, the positioning function is effectively realized on the adjacent precast slabs, the uniformity in assembly is ensured, the operation is simpler, rainwater can downwards flow into the drainage groove 12 from the connecting section after the assembly is completed, the same rainwater is drained, the better drainage effect is achieved, the rainwater is prevented from being collected on the wharf, and the practicability of the rainwater is improved.

The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.

Claims (6)

1. The utility model provides a pier prefabricated panel structure, includes prefabricated plate body (1), its characterized in that: fixed frame (2) that are equipped with in prefabricated plate body (1) outside, prefabricated plate body (1) inner chamber evenly is fixed and is equipped with boss (3), through stiffener (4) fixed connection between boss (3), both sides are fixed about boss (3) are equipped with reinforcing bar layer (5), and reinforcing bar layer (5) both ends all with fixed frame (2) fixed connection, fixed frame (2) outside fixed connection section (6) that are equipped with, water drainage tank (12) have been seted up to connection section (6) internal fixation, connection recess (7) have been seted up on connection section (6), and the connection recess (7) opposite direction of both sides, the top evenly fixed in connection recess (7) is equipped with location lug (14), the below evenly set up location shrinkage pool (8) in connection recess (7).

2. A dock leveler structure according to claim 1, wherein: the reinforcing blocks (3) are distributed in the inner cavity of the fixed frame (2) in a rectangular shape, the reinforcing blocks (3) are fixedly connected with four corners of the inner wall of the fixed frame (2) through connecting rods (9), and the reinforcing blocks (3) are all connected with each other in a staggered mode through reinforcing rods (4).

3. A dock leveler structure according to claim 2, wherein: the steel bar layer (5) is formed by weaving transverse ribs (10) and vertical ribs (11) mutually, the intersections of the transverse ribs (10) and the vertical ribs (11) are fixedly connected through connecting steel wires, and the steel bar layer (5) is fixedly connected with two ends of the reinforcing block (3).

4. A dock face precast panel structure according to claim 3, wherein: the drainage groove (12) is positioned on one side of the connecting groove (7), and the corresponding position on the connecting section (6) is provided with a drainage hole (13), and the drainage hole (13) is in through connection with the drainage groove (12).

5. The dock leveler structure of claim 4, wherein: the inner cavity of the connecting groove (7) is provided with a limiting rod (15), a positioning hole (16) is formed in the position, corresponding to the limiting rod (15), of the positioning protruding block (14), and the limiting rod (15) is inserted into the positioning hole (16).

6. The dock leveler structure of claim 5, wherein: the connecting groove (7) one side is provided with a storage groove (17), the storage groove (17) is internally fixed with a reset spring (18), one end of the limiting rod (15) is embedded into the storage groove (17) and is connected with the reset spring (18), and the movable end of the limiting rod (15) is in an arc-shaped arrangement.