A composite precast deck panel

Abstract

The utility model provides a kind of combined prefabricated bridge deck form, it is related to the technical field of prefabricated bridge deck equipment, including support mould structure and multiple side comb plate, support mould structure is connected with side comb plate and forms the accommodation space for pouring concrete;Multiple side comb plate is detachably connected with support mould structure, and side comb plate is in zigzag structure.The utility model alleviates the technical problem that concrete prefabricated pedestal often appears easy to crack, repair difficulty and long construction cycle in prior art.

Description

Technical Field

[0001] This utility model relates to the technical field of precast bridge deck equipment, and in particular to a combined precast bridge deck template. Background Technology

[0002] The existing steel-concrete composite structure of the bridge superstructure adopts a multi-box steel box girder main beam + segmented precast bridge deck, which is assembled into a steel-concrete composite structure on the construction site. It uses a large truck crane to erect the structure in sections and segments, and reproduces the wet joints, which can reduce the high-altitude construction process and reduce the safety risks of high-altitude construction.

[0003] However, most prefabrication plants for bridge decks currently need to simultaneously produce components with multiple cross-sectional dimensions. Traditional prefabrication platforms often use concrete structures, requiring large sites, fixed platform locations, and significant investment. Furthermore, traditional prefabrication platforms are prone to cracking and difficult to repair. For example, traditional concrete prefabrication platforms are prone to cracking during the hardening process, affecting their durability and stability. Moreover, when concrete prefabrication platforms are damaged or require repair, the repair process is complex and time-consuming. Utility Model Content

[0004] The purpose of this utility model is to provide a combined precast bridge deck template to alleviate the technical problems of easy cracking, difficult repair, and long construction period of precast concrete platforms in the prior art.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] In the first aspect, this utility model provides a combined precast bridge deck template, including a supporting mold structure and multiple side comb plates, wherein the supporting mold structure and the side comb plates are connected to form an accommodating space for pouring concrete;

[0007] The multiple side comb plates are detachably connected to the supporting mold structure, and the side comb plates have a serrated structure.

[0008] Furthermore, the supporting mold structure includes a base frame and a bottom template, with the bottom of the bottom template supported by the base frame;

[0009] The multiple side comb plates are all connected to the bottom formwork, and the bottom formwork and the side comb plates enclose the accommodating space for pouring concrete.

[0010] Furthermore, the side comb plate is provided with a plurality of first grooves spaced apart along its extension direction, and each of the first grooves is arranged along a first direction, and the first grooves are inserted into the steel reinforcement structure.

[0011] The steel reinforcement structure is a grid-like frame structure, and the steel reinforcement structure is located within the accommodating space.

[0012] Furthermore, the side comb plate is provided with a plurality of reinforcing ribs at intervals along its extension direction, and the plurality of reinforcing ribs are all arranged along the first direction.

[0013] Furthermore, the base frame includes support legs and connecting beams, the support legs are connected to the bottom template, and adjacent support legs are connected through the connecting beams.

[0014] Furthermore, the steel reinforcement structure includes vertical bars, horizontal bars, and fasteners, wherein the vertical bars and horizontal bars are distributed intersectingly, and the vertical bars and horizontal bars are connected by the fasteners;

[0015] Both the vertical ribs and the horizontal ribs are inserted into the corresponding first grooves.

[0016] Furthermore, the precast bridge deck template also includes a reserved plug structure, which is located within the accommodating space and is used to separate the concrete to reserve slots for later construction.

[0017] Furthermore, the reserved plug-in structure includes a plug-in and a fixing component, wherein the plug-in is plugged into the steel reinforcement structure;

[0018] The fixing component is detachably connected to the plug-in and detachably connected to the supporting mold structure for fixing the plug-in relative to the supporting mold structure.

[0019] Furthermore, the plug-in has a second groove, which is inserted into the steel reinforcement structure;

[0020] The plug-in is equipped with a lifting beam.

[0021] Furthermore, the fixing component includes a connector, a first fixing member, and a second fixing member. One end of the connector is connected to the plug-in through the first fixing member, and the other end is connected to the supporting mold structure through the second fixing member.

[0022] This utility model can achieve the following beneficial effects:

[0023] In a first aspect, this utility model provides a combined precast bridge deck template, including a supporting mold structure and multiple side comb plates. The supporting mold structure and the side comb plates are connected to form an accommodating space for pouring concrete. The multiple side comb plates are detachably connected to the supporting mold structure, and the side comb plates have a sawtooth structure.

[0024] In this invention, the supporting mold structure has a space for pouring concrete, preferably a cuboid structure, and a reinforcing steel structure, which can be a mesh structure, is provided within this space. During use, concrete is poured into the space, and after the concrete dries, it connects with the reinforcing steel structure to form a reinforced concrete bridge deck. Finally, the reinforced concrete bridge deck is removed from the supporting mold structure. When bridge decks of different cross-sectional sizes need to be prefabricated, simple disassembly and repetition of the above operations are sufficient for prefabrication.

[0025] Compared with the prior art, the combined precast bridge deck template provided by this utility model sets a grid-like steel reinforcement structure in the supporting mold structure so that after concrete is poured into the accommodating space and dried, a reinforced concrete bridge deck is formed. The reinforced concrete bridge deck can be removed from the supporting mold structure for use or stacking, which effectively avoids the occurrence of cracking of the precast concrete platform, difficulty in repair, and long construction period.

[0026] In summary, this utility model at least alleviates the technical problems of precast concrete platforms in the prior art, such as easy cracking, difficulty in repair, and long construction period. Attached Figure Description

[0027] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.

[0028] Figure 1 This is a schematic diagram of the main structure of the combined prefabricated bridge deck template provided in an embodiment of the present utility model;

[0029] Figure 2 A top view of the combined prefabricated bridge deck template provided in this embodiment of the utility model;

[0030] Figure 3 for Figure 1 Schematic diagram of the AA section structure;

[0031] Figure 4 for Figure 1 Schematic diagram of the BB section structure;

[0032] Figure 5 for Figure 1 Schematic diagram of the CC section structure in the diagram;

[0033] Figure 6 for Figure 2Schematic diagram of the DD section structure in the diagram;

[0034] Figure 7 A schematic diagram of the cross-sectional structure of the precast concrete bridge deck after the combined precast bridge deck template provided in this embodiment of the utility model;

[0035] Figure 8 A top view of the steel reinforcement structure of the combined precast bridge deck template provided in this embodiment of the utility model.

[0036] Icons: 1-Supporting mold structure; 11-Base frame; 111-Connecting beam; 12-Bottom template; 2-Pre-installed insert structure; 21-Insert; 211-Lifting beam; 212-Second channel; 22-Fixing component; 221-Connector; 222-First fixing component; 223-Second fixing component; 3-Concrete bridge deck; 31-Through hole; 4-Reinforcing steel structure; 41-Vertical reinforcement; 42-Horizontal reinforcement; 43-Fastener; 5-Side comb plate; 51-First channel; 52-Reinforcing rib. Detailed Implementation

[0037] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0038] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0039] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0040] In the description of this utility model, it should be noted that the terms "upper," "lower," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the utility model product is in use. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. In addition, the terms "first," "second," and "third," etc., are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0041] Furthermore, terms such as "horizontal" and "vertical" do not imply that components must be absolutely horizontal or suspended, but rather that they can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0042] In the description of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set," "install," and "connect" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0043] The following detailed description, in conjunction with the accompanying drawings, outlines some embodiments of the present invention. Unless otherwise specified, the following embodiments and features can be combined with each other.

[0044] Example 1

[0045] This embodiment provides a combined precast bridge deck template, referring to... Figure 1 and Figure 8 The combined precast bridge deck template includes a supporting mold structure 1 and multiple side comb plates 5. The supporting mold structure 1 and the side comb plates 5 are connected to form a space for pouring concrete. The multiple side comb plates 5 are detachably connected to the supporting mold structure 1, and the side comb plates 5 have a sawtooth structure.

[0046] This utility model embodiment at least alleviates the technical problems existing in the prior art, such as the tendency of precast concrete platforms to crack, the difficulty of repair, and the long construction period.

[0047] In this embodiment of the invention, the supporting mold structure 1 has a space for pouring concrete, preferably a cuboid structure, and a reinforcing steel structure 4 is provided within this space. This reinforcing steel structure 4 can be a mesh structure. During use, concrete is poured into the space, and after the concrete dries, it connects with the reinforcing steel structure 4 to form a reinforced concrete bridge deck. Finally, the reinforced concrete bridge deck is removed from the supporting mold structure 1. When bridge decks of different cross-sectional sizes need to be prefabricated, simple disassembly and repetition of the above operations are sufficient for prefabrication.

[0048] Compared with the prior art, the combined precast bridge deck template provided by this utility model, by setting a grid-like steel reinforcement structure 4 in the supporting mold structure 1, so that after concrete is poured into the accommodating space and dried, a reinforced concrete bridge deck is formed. The reinforced concrete bridge deck can be taken out from the supporting mold structure for use or stacking, which effectively avoids the occurrence of cracking of the precast concrete platform, difficulty in repair and long construction period.

[0049] In an optional implementation of this embodiment, refer to Figure 1 and Figure 5 The supporting mold structure 1 includes a base frame 11 and a bottom template 12. The bottom of the bottom template 12 is supported by the base frame 11. Multiple side comb plates 5 are connected to the bottom template 12, and the bottom template 12 and the side comb plates 5 enclose a space for pouring concrete.

[0050] Specifically: the bottom formwork 12 is preferably a rectangular structure, and its upper surface is set with concave and convex features according to the actual shape requirements of the concrete bridge deck 3. The bottom formwork 12 is surrounded by side comb plates 5 in the vertical direction, that is, the bottom formwork 12 and the four side comb plates 5 form an accommodating space. The base frame 11 is supported at the bottom of the bottom formwork 12 to support the bottom formwork 12, the side comb plates 5 and the finished concrete bridge deck 3.

[0051] Furthermore, referring to Figure 1 and Figure 3 The side comb plate 5 is provided with multiple first grooves 51 spaced apart along its extension direction, and each first groove 51 is arranged along the first direction. The first groove 51 is inserted into the steel structure 4. The steel structure 4 is a grid-like frame structure and is located in the accommodating space.

[0052] Specifically: the side comb plate 5 is provided with a first groove 51 along the vertical direction, and multiple first grooves 51 are distributed at certain density intervals. Each first groove 51 is connected to the relevant components of the steel reinforcement structure 4 so that the steel reinforcement structure 4 is positioned in the same way for the support mold structure 1, thereby making each concrete bridge panel 3 made by the combined precast bridge panel template provided in this embodiment the same specification.

[0053] Furthermore, referring to Figure 1 The side comb plate 5 is provided with a plurality of reinforcing ribs 52 at intervals along its extension direction, and the plurality of reinforcing ribs 52 are all arranged along the first direction.

[0054] Specifically: the first direction is preferably vertical, and the number of reinforcing ribs 52 can be less than the number of the first groove 51. The reinforcing ribs 52 are used to prevent the side comb plate 5 from bending after being squeezed by concrete, thus avoiding damage to the mold.

[0055] In an optional implementation of this embodiment, refer to Figure 3 and Figure 5 The base frame 11 includes support legs and connecting beams 111. The support legs are connected to the bottom template 12, and adjacent support legs are connected by connecting beams 111.

[0056] Specifically: The base frame 11 is provided with multiple support legs, and the multiple support legs are distributed at intervals along the extension direction of the base frame 11 at the bottom of the base frame 11. The support legs are symmetrically distributed in pairs, and a connecting beam 111 connects the symmetrical set of support legs to reinforce the support legs.

[0057] In an optional implementation of this embodiment, refer to Figure 8 The steel reinforcement structure 4 includes vertical bars 41, horizontal bars 42 and fasteners 43. The vertical bars 41 and horizontal bars 42 are distributed in a cross pattern and are connected by fasteners 43. The vertical bars 41 and horizontal bars 42 are inserted into the corresponding first groove 51.

[0058] Specifically: there are multiple vertical ribs 41 that are equally spaced apart, and correspondingly, there are also multiple horizontal ribs 42 that are equally spaced apart. Each vertical rib 41 is distributed at a 90-degree angle to the horizontal rib 42. The two intersect each other to form a mesh structure and are connected at the intersection by fasteners 43, which can be metal wires, etc.

[0059] In an optional implementation of this embodiment, refer to Figure 2 , Figure 6 and Figure 7 The precast bridge deck template also includes a reserved plug structure 2, which is located within the accommodating space and is used to separate the concrete to reserve slots for later construction.

[0060] Specifically: According to actual usage needs, through holes 31 will be opened at specific locations on the concrete bridge deck 3; during use, before pouring concrete, the reserved plug-in structure 2 that meets the specifications and quantity requirements will be connected to the corresponding positions of the steel reinforcement structure 4, and the reserved plug-in structure 2 will be fixed to the supporting mold structure 1, and then the concrete will be poured. At this time, due to the function of the reserved plug-in structure 2, the insertion position will not be filled with concrete. After the concrete dries, the reserved plug-in structure 2 will be removed to create through holes 31.

[0061] Furthermore, referring to Figure 4 The reserved plug-in structure 2 includes a plug-in 21 and a fixing component 22. The plug-in 21 is plugged into the steel reinforcement structure 4. The fixing component 22 is detachably connected to the plug-in 21 and is also detachably connected to the supporting mold structure 1, so as to fix the plug-in 21 relative to the supporting mold structure 1.

[0062] Specifically: the plug-in 21 can be a trapezoidal platform structure or a cuboid structure, which is used to insert into the support mold structure 1 in the vertical direction and abut against the upper surface of the bottom template 12; the fixing component 22 passes through the plug-in 21 in the vertical direction and is fixedly connected to the plug-in 21, while the other end of the fixing component 22 passes through the bottom template 12 and is fixed, so that the plug-in 21 is positioned relative to the bottom template 12.

[0063] Furthermore, referring to Figure 4 and Figure 6 The plug-in 21 has a second groove 212, which is plugged into the steel structure 4; the plug-in 21 is equipped with a lifting beam 211.

[0064] Specifically, the side wall of the plug-in 21 has a second groove 212, and the second grooves 212 are spaced apart, with the spacing matching the spacing of the support ribs. This allows the second grooves 212 of the plug-in 21 to connect with the corresponding support ribs when it is inserted into the support mold structure 1, thereby positioning the plug-in 21. A lifting beam 211 is provided at the top of the plug-in 21 for easy placement and retrieval by the user.

[0065] Furthermore, referring to Figure 4 The fixing component 22 includes a connector 221, a first fixing component 222 and a second fixing component 223. One end of the connector 221 is connected to the plug-in 21 through the first fixing component 222, and the other end is connected to the supporting mold structure 1 through the second fixing component 223.

[0066] Specifically: both the first fixing member 222 and the second fixing member 223 can be nuts. Correspondingly, the connecting member 221 is a connecting rod with threads at both ends. One end of the connecting member 221 passes through the insert 21 and the bottom template 12 in sequence and is fixed by the second fixing member 223. A gasket can be set between the second fixing member 223 and the bottom template 12. The other end of the connecting member 221 is provided with the first fixing member 222. The first fixing member 222 abuts against the top of the insert 21. That is, the connecting member 221 is fixed relative to the insert 21 and the bottom template 12 by the first fixing member 222 and the second fixing member 223, so that the insert 21 is fixedly connected to the bottom template 12.

[0067] Finally, it should be noted that the various embodiments in this specification are described in a progressive manner, with each embodiment focusing on the differences from other embodiments. Similar or identical parts between embodiments can be referred to mutually. The above embodiments in this specification are only used to illustrate the technical solutions of this utility model, and not to limit it. Although this utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features. These modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the various embodiments of this utility model.

Claims

1. A composite precast bridge deck template, characterized in that, It includes a supporting mold structure (1) and multiple side comb plates (5), wherein the supporting mold structure (1) and the side comb plates (5) are connected to form a accommodating space for pouring concrete; The plurality of side comb plates (5) are detachably connected to the supporting mold structure (1), and the side comb plates (5) have a sawtooth structure.

2. The combined precast bridge deck template according to claim 1, characterized in that, The supporting mold structure (1) includes a base frame (11) and a bottom template (12), the bottom of which is supported by the base frame (11); The multiple side comb plates (5) are all connected to the bottom template (12), and the bottom template (12) and the side comb plates (5) enclose the accommodating space for pouring concrete.

3. The combined precast bridge deck template according to claim 2, characterized in that, The side comb plate (5) is provided with a plurality of first grooves (51) spaced apart along its extension direction, and each first groove (51) is provided along a first direction. The first groove (51) is inserted into the steel reinforcement structure (4). The steel reinforcement structure (4) is a grid-like frame structure, and the steel reinforcement structure (4) is located within the accommodating space.

4. The combined precast bridge deck template according to claim 3, characterized in that, The side comb plate (5) is provided with a plurality of reinforcing ribs (52) spaced apart along its extension direction, and the plurality of reinforcing ribs (52) are all arranged along the first direction.

5. The combined precast bridge deck template according to claim 2, characterized in that, The base frame (11) includes support legs and connecting beams (111). The support legs are connected to the bottom template (12), and adjacent support legs are connected through the connecting beams (111).

6. The combined precast bridge deck template according to claim 3, characterized in that, The steel reinforcement structure (4) includes vertical bars (41), horizontal bars (42) and fasteners (43). The vertical bars (41) and the horizontal bars (42) are distributed in a cross pattern, and the vertical bars (41) and the horizontal bars (42) are connected by the fasteners (43). The vertical rib (41) and the horizontal rib (42) are both inserted into the corresponding first groove (51).

7. The combined precast bridge deck template according to claim 3, characterized in that, It also includes a reserved plug-in structure (2), which is located in the accommodating space and is used to separate the concrete to reserve a groove for later construction.

8. The combined precast bridge deck template according to claim 7, characterized in that, The reserved plug-in structure (2) includes a plug-in (21) and a fixing component (22), wherein the plug-in (21) is plugged into the steel reinforcement structure (4); The fixing component (22) is detachably connected to the plug-in (21), and the fixing component (22) is detachably connected to the supporting mold structure (1) for fixing the plug-in (21) relative to the supporting mold structure (1).

9. The combined precast bridge deck template according to claim 8, characterized in that, The plug-in (21) has a second groove (212), which is inserted into the steel reinforcement structure (4); The plug (21) is provided with a lifting beam (211).

10. The combined precast bridge deck template according to claim 9, characterized in that, The fixing component (22) includes a connector (221), a first fixing component (222), and a second fixing component (223). One end of the connector (221) is connected to the plug-in (21) through the first fixing component (222), and the other end is connected to the supporting mold structure (1) through the second fixing component (223).

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