Reinforcing, mounting and connecting structure for prestressed beam mold

Through the design of the supporting tooling structure and the supporting pull rod, the convenient installation and removal of prestressed beam molds in a narrow field is solved, the construction efficiency is improved and the mold is prevented from being offset.

CN223223593UActive Publication Date: 2025-08-15JIANGMEN HAILONG TECH CO LTD +1
View PDF 1 Cites 0 Cited by

Patent Information

Application Number
CN202421708669.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-18
Publication Date
2025-08-15
Estimated Expiration
2034-07-18

AI Technical Summary

Technical Problem

Existing prestressed beam molds are difficult to install and remove easily in narrow sites, and are easily deviated during concrete pouring.

Method used

The supporting and pulling tooling structure is adopted, and the movement of the double-hole connecting nut is controlled by controlling the main screw to adjust the width of the side mold, and support is provided through horizontal pulling rods and vertical pulling rods, combining the lifting square holes to achieve rapid installation and removal of the mold.

Benefits of technology

The rapid construction of molds in a narrow site is achieved, the requirements for site size are reduced, construction efficiency is improved, and mold deviation is effectively prevented.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223223593U_ABST
    Figure CN223223593U_ABST
Patent Text Reader

Abstract

The utility model discloses a prestressed beam mold reinforcing, installing and connecting structure which comprises a bottom mold (1), side molds (2), horizontal pull rods (3) and inner supporting strips (4). The side mold (2) comprises a first side plate (21) and a second side plate (22) which are arranged in parallel, an upper cover plate (23) fixed to the upper portion of the first side plate (21) and the upper portion of the second side plate (22), and supporting angle iron (24) arranged at the bottom of the first side plate (21) and the bottom of the second side plate (22). A supporting and pulling tool (5) is arranged between the first side plate (21) and the second side plate (22), and the supporting and pulling tool (5) is rotationally connected to the bottom of the first side plate (21) and the bottom of the second side plate (22) through a connecting screw (55). The distance between the first side plate and the second side plate of the side die is adjusted through the supporting and pulling tool in the side die, the tightness of the supporting and pulling tool is adjusted, and therefore the die is rapidly disassembled and assembled.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model belongs to the technical field of assembled prestressed beam components, and more specifically, relates to a prestressed beam mold reinforcement installation connection structure. Background Art

[0002] Prestressed beams, as important engineering structural components, are widely used in bridges, buildings, and other fields. Prestressing is achieved by pre-stressing concrete beams to increase their load-bearing capacity, reduce cracking, and improve their mechanical properties. Prestressed beam molds are a key tool used in prestressed beam production, precisely shaping the beam's shape and dimensions according to the design requirements. Convenient mold installation and removal are crucial aspects of mold use, directly impacting production efficiency and mold life.

[0003] To address these issues, patent document CN221136286U discloses a prestressed beam mold assembly. This device incorporates a retracting tension screw mechanism to address the issues of single-sided molds hindering the use of common side panel molds and making mold removal difficult. However, further research revealed that most existing prestressed molds require significant construction space and space for mold support and reinforcement, making assembly and disassembly impossible in confined spaces. Utility Model Content

[0004] To address the above-mentioned deficiencies or improvements in the existing technology, the present invention provides a prestressed beam mold reinforcement installation and connection structure. A casting cavity is formed by a bottom mold, side molds, and end molds. A tensioning tool installed within the side mold allows for tension adjustment, allowing the width of the side mold bottom to vary, facilitating mold installation and removal.

[0005] In order to achieve the above-mentioned purpose, the utility model provides a prestressed beam mold reinforcement installation connection structure, including a bottom membrane, a side mold, a horizontal tie rod and an inner support bar; wherein,

[0006] The side formwork includes a first side plate and a second side plate arranged in parallel, an upper cover plate fixed to the upper parts of the first side plate and the second side plate, and supporting angle irons arranged at the bottom parts of the first side plate and the second side plate;

[0007] A supporting and pulling tool is provided between the first side panel and the second side panel, and the supporting and pulling tool includes a control main screw, a double-hole connecting nut is screwed on the control main screw, a steel plate is welded on the side of the double-hole connecting nut, and the end of the steel plate is rotatably connected to a movable connecting plate by a connecting screw, and the other end of the movable connecting plate is rotatably connected to the bottom of the first side panel and the second side panel by a connecting screw.

[0008] Furthermore, vertical tie rods are provided at the ends and the middle of the side molds, and horizontal square steels are provided at the top ends of the vertical tie rods on the upper cover plate.

[0009] Furthermore, the top end of the vertical pull rod passes through the upper cover plate and the horizontal square steel and is fixed by a nut.

[0010] Furthermore, the bottom end of the vertical pull rod is fixed to the supporting angle iron.

[0011] Furthermore, a plurality of lifting square holes are opened on the upper cover plate, and a lifting plate is provided at the lifting square holes. The lifting plate is rotatably connected to the screw holes in the upper parts of the first side plate and the second side plate through connecting screws.

[0012] Furthermore, horizontal tie rods are provided at intervals on the top of the side mold;

[0013] The horizontal pull rod includes a perforated channel steel, a first fixing seat fixed to the perforated channel steel, and a second fixing seat slidable on the perforated channel steel.

[0014] Furthermore, an inner support bar is provided between the top of the first side panel and the top of the second side panel.

[0015] In general, the above technical solutions conceived by the present invention can achieve the following beneficial effects compared with the prior art:

[0016] (1) The utility model uses the supporting and pulling structure operating rod to rotate the control main screw arranged inside the side mold clockwise and counterclockwise to drive the double-hole connecting nut to move up and down on the control main screw, and pulls the first side plate and the second side plate to move through the movable connecting plates on both sides, so that the bottom width of the side mold changes, and the supporting and pulling tooling can be adjusted to loosen and tighten, thereby making the side mold easy and quick to disassemble and assemble.

[0017] (2) The utility model has a plurality of square holes for lifting on the upper cover plate, which can be used to install and remove the side molds by lifting the lifting plate on the upper cover plate, which greatly reduces the requirements of the prefabricated components on the size of the production site, can be quickly constructed in a small construction area, increases the application scenarios of prefabricated components, and improves the utilization rate of prefabricated components.

[0018] (3) The structure of the present invention provides an inward supporting force to the upper part of the side form through a horizontal pull rod to prevent the side form from shifting due to concrete pouring.

[0019] (4) The structure of the present invention is such that vertical pull rods are provided at the ends and the middle of the side formwork to resist the upward buoyancy generated by the side formwork when the concrete is poured. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0021] Figure 1 This is a schematic diagram of a prestressed beam mold reinforcement installation connection structure of the utility model;

[0022] Figure 2 This is a schematic diagram of the side formwork structure of a prestressed beam mold reinforcement installation connection structure of the utility model;

[0023] Figure 3 This is a schematic diagram of a large-scale structure of a prestressed beam mold reinforcement installation connection structure support and tensioning tooling of the utility model;

[0024] Figure 4 This is a schematic diagram of the large-scale structure of the horizontal tie rod of the prestressed beam mold reinforcement installation connection structure of the utility model;

[0025] Figure 5 This is a top view of the side mold of the reinforced installation connection structure of a prestressed beam mold of the utility model.

[0026] In all the drawings, the same figure marks represent the same technical features, specifically: 1-base membrane, 2-side mold, 21-first side plate, 22-second side plate, 23-upper cover, 24-support angle iron, 25-horizontal square steel, 26-vertical pull rod, 27-nut, 28-screw hole, 28-upper cover, 29-lifting plate, 210-lifting square hole, 3-horizontal pull rod, 31-channel steel, 32-first fixed seat, 33-second fixed seat, 4-inner support bar, 5-support and pulling tooling, 51-control main screw, 52-double-hole connecting nut, 53-steel plate, 54-movable connecting plate, 55-connecting screw. DETAILED DESCRIPTION

[0027] In order to make the purpose, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only intended to explain the present invention and are not intended to limit the present invention. In addition, the technical features involved in the various embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.

[0028] like Figure 1-3As shown, the utility model provides a prestressed beam mold reinforcement installation connection structure, including a bottom membrane 1, a side mold 2, a horizontal pull rod 3, an inner support bar 4, and a support and pulling tool 5. The side mold 2 includes a first side panel 21 and a second side panel 22 arranged in parallel, an upper cover plate 23 fixed on the upper part of the first side panel 21 and the second side panel 22, and a support angle iron 24 arranged at the bottom of the first side panel 21 and the second side panel 22. The support and pulling tool 5 is installed between the first side panel 21 and the second side panel 22, and the support and pulling tool 5 includes a control main screw 51, a double-hole connecting nut 52 is screwed on the control main screw 51, and a steel plate 53 is welded on the side of the double-hole connecting nut 52. The end of the steel plate 53 is rotatably connected to a movable connecting plate 54 through a connecting screw 55, and the other end of the movable connecting plate 54 is rotatably connected to the bottom of the first side panel 21 and the second side panel 22 through a connecting screw 55. By controlling the main screw 51 to rotate forward and backward, the double-hole connecting nut 52 is driven to move up and down on the main screw 51, thereby driving the distance between the first side plate 21 and the second side plate 22 to change, and realizing the tightness adjustment of the supporting and pulling tooling, so that the side mold can be disassembled and assembled conveniently and quickly.

[0029] like Figure 1 As shown, an inner support bar 4 is provided between the top of the first side panel 21 and the top of the second side panel 22 to control the size between the side molds.

[0030] like Figure 1 、 4 As shown, horizontal tie rods 3 are spaced apart at the top of the side formwork 2. The horizontal tie rods 3 include a perforated channel steel 31, a first fixing seat 32 fixed to the perforated channel steel 31, and a second fixing seat 33 slidable on the perforated channel steel 31. The horizontal tie rods 3 provide inward support to the upper portion of the side formwork 2, preventing the side formwork 2 from shifting due to concrete pouring.

[0031] like Figure 2 As shown, vertical tie rods 26 are provided at the ends and the middle of the side formwork 2, and horizontal square steel 25 is provided as a pad at the top end of the vertical tie rods 26 located on the upper cover plate 23. The top end of the vertical tie rods 26 passes through the upper cover plate 23 and the horizontal square steel 25 and is fixed by nuts 27. The lower end of the vertical tie rods 26 is fixed to the supporting angle iron 24. The vertical tie rods 26 are used to resist the upward buoyancy generated by the side formwork when pouring concrete.

[0032] like Figure 2 、 5As shown, a plurality of lifting square holes 210 are opened on the upper cover plate 23, and a lifting plate 29 is provided at the position of the lifting square hole 210. The lifting plate 29 is rotatably connected to the screw holes 28 on the upper part of the first side plate 21 and the second side plate 22 through a connecting screw. The lifting plate 29 is used for hook lifting to realize the installation and removal of the mold directly up and down.

[0033] In another embodiment of the present invention, a construction method for reinforcing and installing a connection structure of a prestressed beam mold is provided. A section of the prefabricated beam mold consists of two side molds 2 and a bottom mold 1, and the side mold is placed between the two bottom molds.

[0034] The mold is reinforced by reinforcements consisting of horizontal tie rods 3, internal braces 4, and vertical tie rods 26. The horizontal tie rods 3 are spaced apart at the top of the mold, and the spacing is adjusted by sliding the second fixing base 33 on the perforated channel steel 31 to provide inward support for the upper portion of the side mold, preventing the side mold from shifting due to concrete pouring. The internal braces 4 are spaced apart between the tops of the first side panel 21 and the second side panel 22 to control the distance between the side molds 2. Vertical tie rods 26 are set at the ends and middle of the side mold 2 to resist the upward buoyancy generated by the side mold during concrete pouring.

[0035] A supporting and pulling tooling 5 is provided inside the side mold 2. The supporting and pulling structure operating rod is used to rotate the control main screw 51 of the supporting and pulling tooling 5 clockwise and counterclockwise. The double-hole connecting nut 52 moves up and down on the control main screw 51, pulling the first side plate 21 and the second side plate 22 to move, thereby making the side mold disassembly and assembly convenient and quick.

[0036] There are multiple lifting square holes 210 on the top of the side form 2. A lifting plate 29 is connected to the lifting square holes 210 through connecting screws, which is used to hook and lift the side form 2, so that the form can be installed and removed directly up and down, which greatly reduces the production requirements for the site size and can quickly complete the construction in a small construction area.

[0037] It will be easily understood by those skilled in the art that the above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A prestressed beam mold reinforcement installation connection structure, characterized in that: It comprises a bottom film (1), a side mold (2), a horizontal tie rod (3) and an inner support bar (4); wherein, The side form (2) comprises a first side plate (21) and a second side plate (22) arranged in parallel, an upper cover plate (23) fixed on the upper parts of the first side plate (21) and the second side plate (22), and a supporting angle iron (24) arranged on the bottom of the first side plate (21) and the second side plate (22); A supporting and pulling fixture (5) is provided between the first side panel (21) and the second side panel (22), and the supporting and pulling fixture (5) includes a control main screw (51), a double-hole connecting nut (52) is screwed on the control main screw (51), a steel plate (53) is welded to the side of the double-hole connecting nut (52), and the end of the steel plate (53) is rotatably connected to a movable connecting plate (54) through a connecting screw (55), and the other end of the movable connecting plate (54) is rotatably connected to the bottom of the first side panel (21) and the second side panel (22) through a connecting screw (55).

2. A prestressed beam mold reinforcement installation connection structure according to claim 1, characterized in that: Vertical pull rods (26) are provided at the ends and the middle of the side mold (2), and horizontal square steel (25) is provided on the top end of the vertical pull rod (26) and on the upper cover plate (23).

3. A prestressed beam mold reinforcement installation connection structure according to claim 2, characterized in that: The top end of the vertical pull rod (26) passes through the upper cover plate (23) and the horizontal square steel (25) and is fixed by a nut (27).

4. A prestressed beam mold reinforcement installation connection structure according to claim 3, characterized in that: The bottom end of the vertical pull rod (26) is fixed to the supporting angle iron (24).

5. The prestressed beam mold reinforcement installation connection structure according to claim 4, characterized in that: A plurality of lifting square holes (210) are provided on the upper cover plate (23), and a lifting plate (29) is provided at each of the lifting square holes (210). The lifting plate (29) is rotatably connected to the screw holes (28) on the upper portions of the first side plate (21) and the second side plate (22) via connecting screws.

6. A prestressed beam mold reinforcement installation connection structure according to any one of claims 1-5, characterized in that: Horizontal pull rods (3) are arranged at intervals on the top of the side mold (2); The horizontal pull rod (3) comprises a perforated channel steel (31), a first fixing seat (32) fixed to the perforated channel steel (31), and a second fixing seat (33) slidable on the perforated channel steel (31).

7. A prestressed beam mold reinforcement installation connection structure according to any one of claims 1-5, characterized in that: An inner support bar (4) is provided between the tops of the first side panel (21) and the second side panel (22).

Citation Information

Patent Citations

  • Prestressed beam mold device

    CN221136286U