Bridge wet joint template

Abstract

The utility model discloses a bridge wet joint template, and relates to the technical field of bridge wet joint templates. The mold comprises a bottom mold, a first mold plate and a second mold plate, wherein the first mold plate and the second mold plate are matched with each other, and the first mold plate and the second mold plate are both in threaded connection with two hanging rods; the end of the suspender penetrates through a supporting beam, the two ends of the supporting beam are in threaded connection with supporting bolts respectively, and the ends of the supporting bolts are connected with cushion blocks. In the installation state, the two sides of the upper surface of the bottom die are tightly attached to the bottom side faces of the two gap-arranged prefabricated parts. The two cushion blocks at the two ends of the supporting beam are supported on the upper surfaces of the two prefabricated parts correspondingly. During use, the first formwork and the second formwork are controlled to penetrate through the gap formed by the two prefabricated parts from top to bottom, then the end of the hanging rod penetrates through the supporting beam to be fixed through cooperation of the hanging rod and the supporting beam, formwork erecting of the formworks can be completed by a single person during use, and then the manpower requirement for formwork erecting is lowered; and the labor cost is reduced.

Description

TECHNICAL FIELD

[0001] The utility model belongs to bridge wet joint formwork technical field, especially, relate to a bridge wet joint formwork. BACKGROUND

[0002] Wet joint refers to the prestressed concrete beam body block prefabrication, cantilever assembly into large span continuous beam, and the joint of the beam body is connected into a whole by cast-in-situ concrete.

[0003] At present, the wet joint mainly adopts wooden formwork manual installation, and the wet joint formwork is narrow and long, so it is difficult to install the formwork below the wet joint in the absence of vertical support.

[0004] The existing wet joint formwork generally has two installation modes, mode one is to hoist the formwork on the ground below the bridge by ropes and the like, and then support the formwork to the lower surface of the bridge and fix the formwork; mode two is to hoist the operator and the formwork material by using a climbing working vehicle or a mobile climbing frame on the ground below the bridge, and then the operator operates on the climbing working vehicle or the mobile climbing frame; the two modes need at least two operators to operate synchronously, and the formwork is inconvenient to support during actual operation. UTILITY MODEL CONTENTS

[0005] The utility model aims at providing a bridge wet joint formwork, which is fixed by the cooperation of the hoisting rod and the support beam after the first formwork and the second formwork pass through the gap formed by the two prefabricated components from top to bottom, so that the problem in the prior art is solved.

[0006] To solve the above technical problems, the utility model is realized by the following technical scheme:

[0007] The utility model relates to a bridge wet joint formwork, which comprises a bottom formwork composed of a first formwork and a second formwork, and the upper surfaces of the first formwork and the second formwork are coplanar in the assembled state; two hoisting rods are threadedly connected to the first formwork and the second formwork; the end of the hoisting rod penetrates a support beam, and the two ends of the support beam are threadedly connected with support bolts, and the ends of the support bolts are connected with pads; in the installed state, the upper surface of the bottom formwork is tightly attached to the bottom side of the prefabricated component arranged in the two gaps, and the two pads at the two ends of the support beam are supported on the upper surfaces of the two prefabricated components.

[0008] Further, the bottom end of the suspender is provided with a threaded section; the first formwork comprises a formwork body A, and a threaded sleeve A is fixed on the formwork body A and threadedly connected with the threaded section of the suspender; the second formwork comprises a formwork body B, and a threaded sleeve B is fixed on the formwork body B and threadedly connected with the threaded section of the suspender; the first formwork and the second formwork are both rectangular wooden plates.

[0009] Further, the bottom side of the first formwork is provided with a plurality of positioning columns;

[0010] The bottom side of the second formwork is connected with a support plate, one side of the support plate protrudes from one edge side of the second formwork, and the upper surface of the support plate is provided with a bushing matched with the positioning column; the bottom side of the first formwork is further provided with a positioning boss; when the first formwork and the second formwork are in the assembled state, the positioning column is inserted into the bushing, and one side of the support plate abuts against one side of the positioning boss.

[0011] Further, the two ends of the formwork body A are respectively provided with a through hole A, and the two ends of the formwork body B are respectively provided with a through hole B.

[0012] Further, one edge side of the upper surface of the formwork body A is provided with a groove A along the length direction thereof, and a deformation layer A is arranged in the groove A; one edge side of the upper surface of the formwork body B is provided with a groove B along the length direction thereof, and a deformation layer B is arranged in the groove B; in the natural state, the upper surface of the deformation layer A is higher than the upper surface of the formwork body A, and the upper surface of the deformation layer B is higher than the upper surface of the formwork body B.

[0013] Further, the top end of the suspender is matched with a fixing sleeve, and a locking bolt is arranged on the fixing sleeve and abuts against the suspender.

[0014] The utility model has the following beneficial effects:

[0015] The utility model discloses the cooperation of suspender and support beam is used to fix the end of suspender and the support beam penetrating a support beam, and the formwork can be completed by one person in use, thereby reducing the manpower demand of formwork and reducing the labor cost.

[0016] Of course, any product implementing the utility model does not necessarily need to achieve all the advantages mentioned above. DRAWINGS

[0017] In order to more clearly illustrate the technical scheme of the embodiments of the present application, the following will briefly introduce the drawings needed to be used in the embodiment description, obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained without creative labor on the basis of these drawings.

[0018] Figure 1 It is a bridge wet joint formwork mounting structure schematic view of the present application.

[0019] Figure 2 It is a bridge wet joint formwork structure schematic view of the present application.

[0020] Figure 3 It is a first formwork top view angle structure schematic view of the present application.

[0021] Figure 4 It is a first formwork bottom view angle structure schematic view of the present application.

[0022] Figure 5 It is a second formwork top view angle structure schematic view of the present application.

[0023] Figure 6 It is a second formwork bottom view angle structure schematic view of the present application.

[0024] Figure 7 It is a bottom mould structure schematic view of the present application. DETAILED DESCRIPTION

[0025] The technical scheme in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application, obviously, the described embodiments are only some embodiments of the present application, but not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the present application.

[0026] In the description of the present application, it is understood that the terms "opening", "upper", "lower", "thickness", "top", "middle", "length", "inner", "periphery" and the like indicate the orientation or positional relationship, which are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the indicated components or elements must have a particular orientation, be constructed and operated in a particular orientation, therefore, it cannot be understood as a limitation of the present application.

[0027] Please refer to Figure 1 The present application is a bridge wet joint formwork, which comprises a bottom mould composed of a first formwork 1 and a second formwork 2 which are independent of each other and can be installed cooperatively when used, and the upper surface of the bottom mould abuts against the bottom side of a prefabricated component 100 after installation.

[0028] In the assembled state, such as Figure 2 The upper surfaces of the first template 1 and the second template 2 are coplanar. The first template 1 includes a template body A10, and the second template 2 includes a template body B20. Both the first template 1 and the second template 2 are rectangular wooden boards, and also include two support beams 4 supporting the two precast components 100. The two support beams 4 are parallel to each other, and a hanger 3 passes through each end of the support beam 4. The bottom end of the hanger 3 is provided with a threaded section. A threaded sleeve A15 that is threadedly connected to the threaded section of the hanger 3 is fixed on the template body A10, and a threaded sleeve B24 that is threadedly connected to the threaded section of the hanger 3 is fixed on the template body B20.

[0029] In order to facilitate the installation of the first template 1 and the second template 2 against the bottom side of the precast component 100, that is, after the first template 1 and the second template 2 are connected to the support beam 4 by the hanger 3, it is necessary to control the first template 1 and the second template 2 to move upward. Therefore, the present application has support bolts 41 threadedly connected to both ends of the support beam 4, and pads 42 are connected to the ends of the support bolts 41. In the installation state, the two pads 42 at both ends of the support beam 4 support the upper surfaces of the two precast components 100 respectively.

[0030] In use, to facilitate the assembly of the first template 1 and the second template 2, and to improve the bonding strength at their joints, preventing separation and tilting of the first template 1 and the second template 2; for example Figures 3-7 In this technical solution, three positioning posts 12 are provided on the bottom side of the first template 1, and a support plate 21 is connected to the bottom side of the second template 2. One side of the support plate 21 protrudes from one edge of the second template 2, and the upper surface of the support plate 21 is provided with an insertion hole 22 that mates with the positioning posts 12. The bottom side of the first template 1 is also provided with a positioning boss 11. When the first template 1 and the second template 2 are in the assembled state, the positioning posts 12 are inserted into the insertion hole 22, and one side of the support plate 21 abuts against one side of the positioning boss 11.

[0031] During assembly, when the first template 1 and the second template 2 are controlled to move horizontally / vertically by the two lifting rods 3, the first template 1 and the second template 2 are first controlled to move horizontally until they are against the positioning boss 11 on one side of the support plate 21. Then, the first template 1 and the second template 2 are controlled to move horizontally and vertically, and the positioning column 12 is controlled to be inserted into the insertion hole 22. Then, the lifting rods 3 are controlled to pass through the support beam 4, and the support beam 4 is supported on the upper surface of the two precast components 100 by the support bolts 41 and the pads 42. At this time, the two sides of the upper surface of the bottom mold are respectively in close contact with the bottom side of the two precast components 100 with gaps.

[0032] Meanwhile, to facilitate control during use, the first template 1 and the second template 2 pass through the gap formed by the two precast components 100 and move below the precast component 100, this utility model provides a through hole A17 at each end of the template body A10 and a through hole B28 at each end of the template body B20. That is, during use, after passing ropes through the through holes A17 and B28, the first template 1 and the second template 2 are controlled to pass through the gap formed by the two precast components 100 using a hanging method. After controlling the first template 1 and the second template 2 to be horizontal using ropes, a hanging rod 3 is threaded onto the threaded sleeves A15 and B24, and a plastic sleeve 31 is fitted on the outside of the hanging rod 3. Then, after controlling the support beam 4 to install the hanging rod 3, the rope is removed from the through holes A17 and B28. It can be known that in actual operation, protruding reinforcing bars are provided on the side wall of the precast component 100. Figure 1 (not shown in the image), and the length of the reinforcing bar is 2 / 3 of the 100mm gap width between the two precast components.

[0033] Meanwhile, based on the above, in order to facilitate the installation of the hanger rod 3 using the support beam 4 and to keep the support beam 4 and hanger rod 3 fixed in position after installation, a fixing sleeve 32 is provided at the top of the hanger rod 3. The fixing sleeve 32 is provided with a locking bolt 33 whose end abuts against the hanger rod 3, and after installation, the bottom end of the fixing sleeve 32 abuts against the upper surface of the support beam 4.

[0034] During use, grout needs to be injected into the space formed by the bottom mold and the two precast components 100. To prevent some grout from leaking out from the gap between the bottom mold and the precast components 100 due to excessive gaps, this application provides a groove A16 along the length of one edge side of the upper surface of the template body A10, and a deformation layer A14 is provided in the groove A16; a groove B27 along the length of one edge side of the upper surface of the template body B20 is provided, and a deformation layer B26 is provided in the groove B27; in the natural state, the upper surface of the deformation layer A14 is higher than the upper surface of the template body A10, and the upper surface of the deformation layer B26 is higher than the upper surface of the template body B20; and both the deformation layer A14 and the deformation layer B26 can be filled with cotton cloth or sponge.

[0035] To improve structural strength, multiple support beams 23 are fixed on one side of the support plate 21, and the support beams 23 are fixed to the bottom side of the template body B20.

[0036] In the description of this specification, references to terms such as "an embodiment," "example," "specific example," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0037] The preferred embodiments of this utility model disclosed above are merely illustrative of the present utility model. These preferred embodiments do not exhaustively describe all details, nor do they limit the utility model to the specific implementations described. Clearly, many modifications and variations can be made based on the content of this specification. This specification selects and specifically describes these embodiments to better explain the principles and practical applications of this utility model, thereby enabling those skilled in the art to better understand and utilize it. This utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A template for wet joints in bridges, characterized in that: Includes a bottom mold, which is composed of a first template (1) and a second template (2) that cooperate with each other, and in the assembled state, the upper surfaces of the first template (1) and the second template (2) are coplanar; Both the first template (1) and the second template (2) are threaded with two hanging rods (3); The end of the boom (3) passes through a support beam (4), and the two ends of the support beam (4) are respectively threaded with support bolts (41), and the end of the support bolts (41) is connected with a pad (42); In the installed state, the upper surface of the bottom formwork is tightly attached to the bottom side of the precast component (100) with two gaps; and the two pads (42) at both ends of the support beam (4) are respectively supported on the upper surface of the two precast components (100).

2. The bridge wet joint template according to claim 1, characterized in that, The bottom end of the boom (3) is provided with a threaded section; The first template (1) includes a template body A (10), and a threaded sleeve A (15) that is threadedly connected to the threaded section of the rod (3) is fixed on the template body A (10); The second template (2) includes a template body B (20), on which a threaded sleeve B (24) is fixedly connected to the threaded section of the boom (3); Both the first template (1) and the second template (2) are rectangular wooden boards.

3. A bridge wet joint template according to claim 2, characterized in that, The bottom side of the first template (1) is provided with multiple positioning posts (12); The second template (2) is connected to a support plate (21) on its bottom side. One side of the support plate (21) protrudes from one edge of the second template (2), and the upper surface of the support plate (21) is provided with an insertion hole (22) that mates with the positioning post (12). The bottom side of the first template (1) is also provided with a positioning boss (11); When the first template (1) and the second template (2) are in the assembled state, the positioning post (12) is inserted into the insertion hole (22), and one side of the support plate (21) abuts against one side of the positioning boss (11).

4. A bridge wet joint template according to claim 2 or 3, characterized in that, The template body A (10) has a through hole A (17) at each end, and the template body B (20) has a through hole B (28) at each end.

5. A bridge wet joint template according to claim 2 or 3, characterized in that, A groove A (16) is provided along the length direction of one edge side of the upper surface of the template body A (10), and a deformation layer A (14) is provided in the groove A (16); A groove B (27) is provided along the length direction of one edge side of the upper surface of the template body B (20), and a deformation layer B (26) is provided in the groove B (27); In its natural state, the upper surface of the deformation layer A (14) is higher than the upper surface of the template body A (10), and the upper surface of the deformation layer B (26) is higher than the upper surface of the template body B (20).

6. A bridge wet joint template according to claim 1, characterized in that, A fixing sleeve (32) is provided at the top of the boom (3), and a locking bolt (33) is provided on the fixing sleeve (32) with its end abutting against the boom (3).

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