Bridge guardrail template top protective barrier

By designing a bridge guardrail formwork top guardrail including mounting seats, construction platforms and lifting mechanisms, the safety problems of construction workers during vibrating at high altitudes and the problems that traditional temporary railing dismantling affects the construction progress, and the construction safety and efficiency are improved.

CN119531259APending Publication Date: 2025-02-28CCCC FOURTH HIGHWAY ENG CO LTD +1
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Patent Information

Application Number
CN202411750035.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-02
Publication Date
2025-02-28

AI Technical Summary

Technical Problem

During the pouring of bridge guardrail concrete, construction workers lack safety measures when vibrating concrete in high altitude environment, which can easily lead to safety accidents. At the same time, traditional methods require frequent dismantling and installation of temporary railings, which affects the construction progress.

Method used

A bridge guardrail formwork top guardrail is designed, including the railing main body, mounting base, construction platform and lifting mechanism. The Vientiane wheel is provided at the bottom of the mounting base, and the construction platform is provided at the top. The lifting mechanism is used to connect the construction platform and the casting mold. The design allows construction personnel to vibrate safely on the construction platform and quickly connect and separate the mounting plate from the cast mold through the lifting mechanism.

Benefits of technology

The design improves the safety of construction personnel, avoids safety risks in high altitude construction, and improves construction efficiency and progress by reducing the installation and disassembly steps of temporary railings.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of tools for bridge guardrail construction, and particularly discloses a bridge guardrail template top protective barrier. The guardrail comprises a guardrail body, the guardrail body comprises a mounting seat arranged on one side of a pouring mold, universal wheels are arranged at the bottom of the mounting seat, and a construction platform is arranged at the top of the mounting seat; and a lifting mechanism is arranged between the mounting seat and the construction platform and is used for connecting the construction platform with the pouring mold when a constructor stands on the construction platform. The construction safety of constructors can be guaranteed, and meanwhile the construction progress is accelerated.
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Description

Technical Field

[0001] The invention relates to the technical field of tools for bridge guardrail construction, in particular to a bridge guardrail template top protection railing. Background Art

[0002] When pouring concrete for bridge guardrails, construction workers need to first install casting molds on both sides of the bridge along the length of the bridge, and then pour concrete into the casting molds. After the concrete pouring is completed, construction workers insert vibrating rods into the templates to vibrate; Since the casting mold is high and the opening is facing upward, the construction workers need to climb above the casting mold when vibrating the concrete. However, most bridges are constructed at high altitude, and the outer side of the bridge guardrail is in an air-free state. The construction workers stand on the casting mold to vibrate without any safety measures, which can easily cause safety accidents. To solve this problem, the traditional approach is to use fasteners, steel plates and steel pipes to set up temporary railings on the outer side of the bridge guardrail. The steel plates are connected to the casting mold by fasteners, and the construction workers stand on the steel plates to construct. With this method, when the construction workers vibrate the concrete, they need to repeatedly remove and install the railings on the casting mold along the length direction of the casting mold, which wastes time and affects the construction progress. Summary of the invention

[0003] The invention provides a bridge guardrail template top protective railing, which can overcome certain or some defects of the prior art.

[0004] A bridge guardrail template top protection railing according to the present invention includes: a railing main body, the railing main body includes a mounting seat arranged on one side of the casting mold, a universal wheel is provided at the bottom of the mounting seat, and a construction platform is provided on the top of the mounting seat; a lifting mechanism is provided between the mounting seat and the construction platform, and the lifting mechanism is used to connect the construction platform with the casting mold when construction personnel stand on the construction platform.

[0005] When the loader is standing on the mounting plate, the mounting plate is pressed against the mounting plate, and the mounting plate is moved downwards, thereby pushing the lifting column to pass through the limiting hole on the mounting plate and move downwards. After the mounting plate and the lifting column move downwards, the clamping plate on the mounting plate will be clamped on the outer edge of the casting mold, and the inner side of the casting mold will be pressed against the mounting plate, and the mounting plate will be limited by the connecting plates on both sides of the mounting plate on the casting mold, thereby preventing the mounting plate and the casting mold from being separated from the casting mold when the loader is standing on the mounting plate, and preventing the mounting plate from shaking when the loader is walking, thereby affecting the construction safety of the loader. After a section of concrete in the casting mold is vibrated, the construction workers get off the mounting plate. After the construction workers leave the mounting plate, the first spring pushes the first lifting plate to move up, thereby moving the lifting column up, driving the mounting plate to move up, and after the mounting plate moves up, the mounting plate is separated from the limit of the connecting plate, and the clamping plate on the mounting plate is separated from the casting mold. Then the construction workers pull the mounting seat to move the mounting seat away from the casting mold, and then push the mounting seat to the next vibration position at the casting mold, and finally repeat the above steps to complete the vibration of the concrete. Compared with the prior art, the railing does not need to be repeatedly installed and disassembled, which not only ensures the construction safety of the construction workers, but also speeds up the construction progress.

[0006] Preferably, a mounting cavity is provided inside the mounting seat, a partition is provided inside the mounting cavity, and the partition divides the mounting cavity into a first sub-mounting cavity and a second sub-mounting cavity; the construction platform comprises a mounting plate, and a first guardrail perpendicular to the mounting plate is provided at one end of the mounting plate away from the mounting seat; a clamping plate arranged along the length direction of the mounting plate is provided at one end of the mounting plate away from the first guardrail; The lifting mechanism includes a plurality of lifting columns which are arranged in the mounting cavity and along the height direction of the mounting seat, the upper ends of the lifting columns extend out of the mounting cavity and are connected to the mounting plate, and the lower ends of the lifting columns pass through the partition; a first lifting plate for connecting the plurality of lifting columns is arranged in the first sub-mounting cavity, and a first spring which is sleeved on the lifting column is arranged between the first lifting plate and the partition; the first spring is used to keep the first lifting plate always in an upward trend.

[0007] Through the present invention, the first spring can complete the descent and reset of the lifting column, so that when the construction personnel stand on the mounting plate, the mounting plate is limited on the casting mold, and when the construction personnel leave the mounting plate, the mounting plate automatically separates from the casting mold; thereby facilitating the construction personnel to quickly connect the mounting plate and the casting mold and saving the time of vibrating the concrete.

[0008] Preferably, a second lifting plate for connecting multiple lifting columns is provided in the second sub-installation cavity, and a sleeve for inserting the lifting column is also provided in the second sub-installation cavity. A first guide hole arranged along the length direction of the sleeve is provided inside the sleeve, and a second spring for squeezing the lifting column is provided in the first guide hole.

[0009] With the present invention, when the mounting plate moves downward, the lifting column is pushed downward, and at this time, the lifting column extends into the first guide hole along the sleeve, and the stability of the lifting column during movement is improved through the first guide hole; when the lifting column extends into the first guide hole, the second spring is squeezed, and after the construction personnel leave the mounting plate, under the action of the joint thrust of the second spring and the first spring, it can be ensured that the lifting column has sufficient supporting force, stably maintains its position, and prevents deformation due to weight or external force; at the same time, when the lifting column rises or falls, the second spring and the first spring can jointly absorb and transform the impact force, further reducing the damage to the lifting column and the entire equipment caused by vibration, and extending the service life.

[0010] Preferably, the mounting base includes a shell, baffles connected to the shell are provided on both sides of the shell, the upper end of the baffles extends upward to form a limit plate, and the limit plate is provided with two second guide holes arranged along the height direction of the limit plate; two limit columns passing through the second guide holes are provided at both ends of the mounting plate.

[0011] Through the present invention, when the mounting plate moves upward or downward, the limiting posts on both sides of the mounting plate will move along the second guide holes, and the mounting plate will move between the two limiting plates, thereby better improving the stability of the mounting plate when moving.

[0012] Preferably, a first mounting block and a second mounting block arranged along the length direction of the shell are provided at an end face of the shell close to the casting mold; the first mounting block and the second mounting block are arranged at intervals along the height direction of the shell; the first mounting block is provided with a plurality of first mounting grooves arranged at intervals along the length direction of the first mounting block; a first cover plate for blocking the first mounting groove is provided at the opening of the first mounting groove; a first through hole communicating with the first mounting groove is provided at the shell; a first flange is provided in the first mounting groove; a first push rod passing through the first cover plate and extending toward the casting mold is provided at one end of the first flange, and a second push rod passing through the first through hole and extending into the first sub-mounting cavity is provided at the other end of the first flange; a first arc-shaped surface cooperating with the first lifting plate is provided at the end of the second push rod away from the first flange; a third spring for squeezing the first flange is provided between the first cover plate and the first flange.

[0013] By means of the present invention, when the mounting plate and the lifting column move downward, the first lifting plate will be driven to move downward, and the first lifting plate will squeeze the first arc surface on the second push rod, so that the second push rod extends into the first mounting groove, thereby pushing the first flange and the first push rod to press against the casting mold, thereby further strengthening the overall structural strength of the casting mold, and preventing the casting mold from deviating due to vibration when the construction workers vibrate the concrete, thereby affecting the casting of the railing; After the construction personnel leave the installation plate, the installation plate rises, so that the first lifting plate is separated from the second push rod, and the second push rod is re-extended into the first sub-installation cavity under the push of the third spring.

[0014] Preferably, the second mounting block is provided with a plurality of second mounting grooves spaced apart along the length direction of the second mounting block, and a second cover plate for blocking the second mounting groove is provided at the opening of the second mounting groove; a second through hole communicating with the second mounting groove is provided at the shell body; a second flange is provided in the second mounting groove; a third push rod passing through the second cover plate and extending to the casting mold is provided at one end of the second flange, and a fourth push rod passing through the second through hole and extending into the second sub-mounting cavity is provided at the other end of the second flange; a second arc-shaped surface cooperating with the second lifting plate is provided at the end of the fourth push rod away from the second flange; a fourth spring for squeezing the second flange is provided between the second cover plate and the second flange.

[0015] By the present invention, when the mounting plate and the lifting column move downward, the second lifting plate will be driven to move downward, and the second lifting plate will squeeze the second arc surface on the fourth push rod, so that the fourth push rod is pushed into the second mounting groove. At this time, the fourth push rod pushes the second flange to squeeze the fourth spring, and the third push rod extends toward the casting mold and presses against the lower half of the casting mold, thereby further strengthening the overall structural strength of the casting mold, preventing the casting mold from deviating due to vibration when the construction workers vibrate the concrete, thereby affecting the casting of the railing; After the construction personnel leave the installation plate, the installation plate rises, so that the second lifting plate is separated from the third push rod, and the third push rod is re-extended into the second sub-installation cavity under the push of the fourth spring.

[0016] When the first push rod and the third push rod are pressed against the casting mold, the mounting seat will be pushed away from the casting mold, so that the clamping plate is further pressed against the casting mold to prevent the mounting plate from deflecting when the construction workers move.

[0017] The first push rod supports the upper part of the casting mold, and the third push rod supports the lower part of the casting mold, thereby improving the overall support strength of the casting mold.

[0018] Preferably, the first push rod and the third push rod are respectively provided with a first inclined surface and a second inclined surface at one end close to the casting mold.

[0019] Through the present invention, the first inclined surface and the second inclined surface can make one end of the first push rod and the third push rod fit the casting mold, preventing damage caused by excessive pressure at the contact point when the first push rod and the third push rod squeeze the casting mold.

[0020] Preferably, a step is provided at one end of the shell away from the casting mold.

[0021] With the present invention, construction workers can walk onto the installation board through the steps, thereby making it convenient for the construction workers to walk onto the installation board.

[0022] Preferably, a second guardrail arranged on the baffle is provided on both sides of the step.

[0023] With the present invention, the construction workers hold the second guardrail, walk up the steps, and walk onto the installation board through the steps, so that it is convenient for the construction workers to walk onto the installation board. At the same time, when the construction workers get off the installation board, they first squat down and hold the second guardrail, then step on the steps, and finally leave the steps; so it is convenient for the construction workers to get off the installation board.

[0024] Preferably, the first guardrail includes a plurality of angle steels arranged perpendicular to the mounting plate, and threaded steel bars passing through the plurality of angle steels.

[0025] Through the present invention, the first guardrail can block the construction workers, keep them away from the side of the casting mold facing the air, and prevent them from falling from the mounting plate; the first guardrail is welded by angle steel and threaded steel, and then the welded first guardrail is welded to the mounting plate, so as to facilitate the production personnel to produce the first guardrail and install the first guardrail on the mounting plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 This is a schematic diagram of the installation position of the railing body in Example 1.

[0027] Figure 2 This is a schematic diagram of the railing body in Example 1.

[0028] Figure 3 This is a schematic diagram of the back side of the railing body in Example 1.

[0029] Figure 4 This is a schematic diagram of the limiting plate in Example 1.

[0030] Figure 5 This is an exploded view of the railing body in Example 1.

[0031] Figure 6 This is a schematic diagram of the construction platform in Example 1.

[0032] Figure 7 It is a cross-sectional view of the lifting mechanism in Example 1.

[0033] Figure 8 4 is a cross-sectional view of the first mounting block and the second mounting block in Example 1.

[0034] Fig. 9 This is a cross-sectional view of the first mounting block in Example 1.

[0035] Fig.10 This is a cross-sectional view of the second mounting block in Example 1.

[0036] Fig.11 Schematic diagram of the sleeve in Example 1.

[0037] Fig.12 This is a schematic diagram of the first inclined surface in Example 1.

[0038] Fig.13 This is a schematic diagram of the second inclined surface in Example 1. DETAILED DESCRIPTION

[0039] In order to further understand the content of the present invention, the present invention is described in detail in conjunction with the embodiments. It should be understood that the embodiments are only for explaining the present invention and are not intended to limit it.

[0040] Example 1 like Figure 1-13As shown, in this embodiment, a bridge guardrail template top protection railing is provided, including a railing body 100, the railing body 100 includes a mounting seat 250 arranged on one side of the casting mold 120, a universal wheel 240 is provided at the bottom of the mounting seat 250, and a construction platform 210 is provided on the top of the mounting seat 250; a lifting mechanism is provided between the mounting seat 250 and the construction platform 210, and the lifting mechanism is used to connect the construction platform 210 with the casting mold 120 when the construction personnel stand on the construction platform 210.

[0041] According to this embodiment, after the casting mold 120 is installed, the construction personnel push the mounting seat 250 between the support rods 130 used to support the casting mold 120, and then push the mounting seat 250 again to make the mounting seat 250 against the casting mold 120, so that the construction platform 210 extends between the connecting plates 110 used to connect the casting mold 120, and then the construction personnel climb up the construction platform 210 through the mounting seat 250. When the construction personnel stand on the construction platform 210, the construction personnel press down the mounting plate 320 due to their own gravity, and the mounting plate 320 moves downward, thereby pushing the lifting column 640 through The limiting hole 420 on the mounting seat 250 moves downward, and after the mounting plate 320 and the lifting column 640 move downward, the clamping plate 350 on the mounting plate 320 will be clamped on the outer edge of the casting mold 120, and the inner side of the casting mold 120 is pressed tightly by the mounting seat 250. At the same time, the mounting plate 320 is limited by the connecting plates 110 on both sides of the mounting plate 320 on the casting mold 120, thereby preventing the mounting plate 320 and the casting mold 120 from being separated from the casting mold 120 when the construction personnel stand on the mounting plate 320, and preventing the mounting plate 320 from shaking when the construction personnel walk, thereby affecting the construction safety of the construction personnel; After a section of concrete in the casting mold 120 is vibrated, the construction workers get off the mounting plate 320. After the construction workers leave the mounting plate 320, the first spring 710 pushes the first lifting plate 510 to move upward, thereby moving the lifting column 640 upward, driving the mounting plate 320 to move upward, and after the mounting plate 320 moves upward, the mounting plate 320 is separated from the limit of the connecting plate 110, and the clamping plate 350 on the mounting plate 320 is separated from the casting mold 120. Then the construction workers pull the mounting seat 250 to move the mounting seat 250 away from the casting mold 120, and then push the mounting seat 250 to the next vibration position at the casting mold 120. Finally, repeat the above steps to complete the vibration of the concrete. Compared with the prior art, the railing does not need to be repeatedly installed and disassembled, which not only ensures the construction safety of the construction workers, but also speeds up the construction progress.

[0042] In this embodiment, a mounting cavity 560 is provided inside the mounting seat 250, and a partition 520 is provided inside the mounting cavity 560, and the partition 520 divides the mounting cavity 560 into a first sub-mounting cavity 750 and a second sub-mounting cavity 760; the construction platform 210 includes a mounting plate 320, and a first guardrail 360 perpendicular to the mounting plate 320 is provided at one end of the mounting plate 320 away from the mounting seat 250; a clamping plate 350 arranged along the length direction of the mounting plate 320 is provided at one end of the mounting plate 320 away from the first guardrail 360; The lifting mechanism includes a plurality of lifting columns 640 which are arranged in the mounting cavity 560 and along the height direction of the mounting seat 250. The upper ends of the lifting columns 640 extend out of the mounting cavity 560 and are connected to the mounting plate 320, and the lower ends of the lifting columns 640 pass through the partition 520. A first lifting plate 510 for connecting the plurality of lifting columns 640 is provided in the first sub-mounting cavity 750. A first spring 710 which is sleeved on the lifting column 640 is provided between the first lifting plate 510 and the partition 520. The first spring 710 is used to keep the first lifting plate 510 always in an upward trend.

[0043] Through this embodiment, the first spring 710 can complete the descent and resetting of the lifting column 640, so that when the construction personnel stand on the mounting plate 320, the mounting plate 320 is limited on the casting mold 120, and when the construction personnel leave the mounting plate 320, the mounting plate 320 automatically detaches from the casting mold 120; thereby facilitating the construction personnel to quickly connect the mounting plate 320 and the casting mold 120, saving time in vibrating the concrete.

[0044] In this embodiment, a second lifting plate 540 for connecting multiple lifting columns 640 is provided in the second sub-installation cavity 760, and a sleeve 550 for inserting the lifting column 640 is also provided in the second sub-installation cavity 760. A first guide hole 730 is provided inside the sleeve 550 along the length direction of the sleeve 550, and a second spring 740 for squeezing the lifting column 640 is provided in the first guide hole 730.

[0045] Through this embodiment, when the mounting plate 320 moves downward, the lifting column 640 is pushed downward. At this time, the lifting column 640 extends into the first guide hole 730 along the sleeve 550, and the stability of the lifting column 640 during movement is improved through the first guide hole 730; when the lifting column 640 extends into the first guide hole 730, the second spring 740 is squeezed, and after the construction personnel leave the mounting plate 320, under the action of the joint thrust of the second spring 740 and the first spring 710, it can be ensured that the lifting column 640 has sufficient supporting force, stably maintains its position, and prevents deformation due to weight or external force; at the same time, when the lifting column 640 rises or falls, the second spring 740 and the first spring 710 can jointly absorb and transform the impact force, further reducing the damage of vibration to the lifting column 640 and the entire equipment, thereby extending the service life.

[0046] In this embodiment, the mounting base 250 includes a shell 570, and baffles 530 connected to the shell 570 are provided on both sides of the shell 570. The upper end of the baffle 530 extends upward to form a limit plate 410, and the limit plate 410 is provided with two second guide holes 310 arranged along the height direction of the limit plate 410; two limit columns 630 passing through the second guide holes 310 are provided at both ends of the mounting plate 320.

[0047] Through this embodiment, when the mounting plate 320 moves upward or downward, the limiting columns 630 on both sides of the mounting plate 320 will move along the second guide hole 310, and the mounting plate 320 will move between the two limiting plates 410, thereby better improving the stability of the mounting plate 320 when moving.

[0048] In this embodiment, the shell 570 is provided with a first mounting block 220 and a second mounting block 230 arranged along the length direction of the shell 570 at an end surface close to the casting mold 120; the first mounting block 220 and the second mounting block 230 are arranged at intervals along the height direction of the shell 570; the first mounting block 220 is provided with a plurality of first mounting grooves 960 arranged at intervals along the length direction of the first mounting block 220; the first mounting groove 960 is provided with a first cover plate 910 for blocking the first mounting groove 960 at the opening; the shell 570 is provided with a first through hole 970; a first flange 980 is provided in the first mounting groove 960; a first push rod 920 is provided at one end of the first flange 980 and passes through the first cover plate 910 and extends to the casting mold 120, and a second push rod 940 is provided at the other end of the first flange 980 and passes through the first through hole 970 and extends into the first sub-mounting cavity 750; a first arc-shaped surface 950 cooperating with the first lifting plate 510 is provided at one end of the second push rod 940 away from the first flange 980; a third spring 930 for squeezing the first flange 980 is provided between the first cover plate 910 and the first flange 980.

[0049] Through this embodiment, when the mounting plate 320 and the lifting column 640 move downward, the first lifting plate 510 will be driven to move downward, and the first lifting plate 510 will squeeze the first arc surface 950 on the second push rod 940, so that the second push rod 940 extends into the first mounting groove 960, thereby pushing the first flange 980 and the first push rod 920 to press against the casting mold 120, thereby further strengthening the overall structural strength of the casting mold 120, and preventing the casting mold 120 from deviating due to vibration when the construction workers vibrate the concrete, thereby affecting the casting of the railing; After the construction personnel leave the installation plate 320 , the installation plate 320 rises, so that the first lifting plate 510 is separated from the second push rod 940 , and under the push of the third spring 930 , the second push rod 940 re-extends into the first sub-installation cavity 750 .

[0050] In this embodiment, a plurality of second mounting grooves 1005 are provided at the second mounting block 230 and are arranged at intervals along the length direction of the second mounting block 230, and a second cover plate 1002 for blocking the second mounting groove 1005 is provided at the opening of the second mounting groove 1005; a second through hole 1009 communicating with the second mounting groove 1005 is provided at the shell 570; a second flange 1004 is provided in the second mounting groove 1005; a third push rod 1003 is provided at one end of the second flange 1004 and extends to the casting mold 120 through the second cover plate 1002, and a fourth push rod 1006 is provided at the other end of the second flange 1004 and extends into the second sub-mounting cavity 760 through the second through hole 1009; a second arc-shaped surface 1007 cooperating with the second lifting plate 540 is provided at one end of the fourth push rod 1006 away from the second flange 1004; a fourth spring 1001 for squeezing the second flange 1004 is provided between the second cover plate 1002 and the second flange 1004.

[0051] Through this embodiment, when the mounting plate 320 and the lifting column 640 move downward, the second lifting plate 540 will be driven to move downward, and the second lifting plate 540 will squeeze the second curved surface 1007 on the fourth push rod 1006, so that the fourth push rod 1006 is pushed into the second mounting groove 1005. At this time, the fourth push rod 1006 pushes the second flange 1004 to squeeze the fourth spring 1001, and the third push rod 1003 extends toward the casting mold 120 and presses against the lower half of the casting mold 120, thereby further strengthening the overall structural strength of the casting mold 120, and preventing the casting mold 120 from deviating due to vibration when the construction workers vibrate the concrete, thereby affecting the casting of the railing; After the construction personnel leave the installation plate 320 , the installation plate 320 rises, so that the second lifting plate 540 is separated from the third push rod 1003 , and under the push of the fourth spring 1001 , the third push rod 1003 re-extends into the second sub-installation cavity 760 .

[0052] When the first push rod 920 and the third push rod 1003 press against the casting mold 120, the mounting seat 250 will be pushed away from the casting mold 120, so that the clamping plate 350 further presses against the casting mold 120 to prevent the mounting plate 320 from deviating when the construction workers move.

[0053] The first push rod 920 supports the upper part of the casting mold 120 , and the third push rod 1003 supports the lower part of the casting mold 120 , thereby improving the overall support strength of the casting mold 120 .

[0054] In this embodiment, the first push rod 920 and the third push rod 1003 are respectively provided with a first inclined surface 1102 and a second inclined surface 1202 at one end close to the casting mold 120 .

[0055] Through this embodiment, the first inclined surface 1102 and the second inclined surface 1202 can make one end of the first push rod 920 and the third push rod 1003 fit into the casting mold 120, preventing damage caused by excessive pressure at the contact point when the first push rod 920 and the third push rod 1003 squeeze the casting mold 120.

[0056] In this embodiment, a step 340 is provided at one end of the housing 570 away from the casting mold 120 .

[0057] Through this embodiment, construction workers can walk onto the installation plate 320 via the steps 340 , thereby making it convenient for construction workers to walk onto the installation plate 320 .

[0058] In this embodiment, second guardrails 330 disposed on the baffle 530 are disposed on both sides of the step 340 .

[0059] Through this embodiment, the construction workers hold the second guardrail 330, walk up the steps 340, and walk up the installation board 320 through the steps 340, so that it is convenient for the construction workers to walk up the installation board 320. At the same time, when the construction workers get off the installation board 320, they first squat down and hold the second guardrail 330, then step on the steps 340, and finally leave the steps 340; thus, it is convenient for the construction workers to get off the installation board 320.

[0060] In this embodiment, the first guardrail 360 includes a plurality of angle steels 610 disposed perpendicular to the mounting plate 320 , and threaded steel bars 620 passing through the plurality of angle steels 610 .

[0061] Through this embodiment, the first guardrail 360 can block the construction workers and keep them away from the side of the casting mold 120 facing the air, preventing them from falling from the mounting plate 320; the first guardrail 360 is welded by angle steel 610 and threaded steel 620, and then the welded first guardrail 360 is welded to the mounting plate 320, so as to facilitate the production personnel to produce the first guardrail 360 and install the first guardrail 360 on the mounting plate 320.

[0062] The partition plate 520 is provided with a third through hole 720 for the lifting column 640 to pass through; the first cover plate 910 and the second cover plate 1002 are respectively provided with a fourth through hole 1103 and a fifth through hole 1203 for the first push rod 920 and the third push rod 1003 to pass through.

[0063] It is easy to understand that those skilled in the art can combine, split, reorganize, etc. the embodiments of the present application to obtain other embodiments based on one or several embodiments provided in the present application, and these embodiments do not exceed the protection scope of the present application.

[0064] The present invention and its implementation methods are described schematically above, and the description is not restrictive. The embodiments shown in the embodiments are only part of the implementation methods of the present invention, and the actual structure is not limited thereto. Therefore, if a person skilled in the art is inspired by the embodiments and designs a structure and an implementation method similar to the technical solution without creativity without departing from the purpose of the invention, they should all fall within the protection scope of the present invention.

Claims

1. A bridge guardrail template top guardrail, characterized by: The utility model comprises a handrail body (100), wherein the handrail body (100) comprises a mounting seat (250) arranged on one side of a casting mold (120), a universal wheel (240) being arranged at the bottom of the mounting seat (250), and a construction platform (210) being arranged at the top of the mounting seat (250); a lifting mechanism is arranged between the mounting seat (250) and the construction platform (210), and the lifting mechanism is used to connect the construction platform (210) with the casting mold (120) when a construction worker stands on the construction platform (210).

2. A bridge guardrail template top protection railing according to claim 1, characterized in that: An installation cavity (560) is provided inside the installation seat (250), a partition (520) is provided inside the installation cavity (560), and the partition (520) divides the installation cavity (560) into a first sub-installation cavity (750) and a second sub-installation cavity (760); the construction platform (210) comprises a mounting plate (320), and an end of the mounting plate (320) away from the installation seat (250) is provided with a first guardrail (360) perpendicular to the mounting plate (320); an end of the mounting plate (320) away from the first guardrail (360) is provided with a clamping plate (350) arranged along the length direction of the mounting plate (320); The lifting mechanism comprises a plurality of lifting columns (640) arranged in the installation cavity (560) and arranged along the height direction of the installation seat (250); the upper ends of the lifting columns (640) extend out of the installation cavity (560) and are connected to the installation plate (320); the lower ends of the lifting columns (640) pass through the partition plate (520); a first lifting plate (510) for connecting the plurality of lifting columns (640) is arranged in the first sub-installation cavity (750); a first spring (710) sleeved on the lifting column (640) is arranged between the first lifting plate (510) and the partition plate (520); and the first spring (710) is used to keep the first lifting plate (510) always in an upward trend.

3. A bridge guardrail template top guardrail according to claim 2, characterized in that: A second lifting plate (540) for connecting a plurality of lifting columns (640) is provided in the second sub-installation cavity (760), a sleeve (550) for inserting the lifting columns (640) is also provided in the second sub-installation cavity (760), a first guide hole (730) arranged along the length direction of the sleeve (550) is provided inside the sleeve (550), and a second spring (740) for squeezing the lifting columns (640) is provided in the first guide hole (730).

4. A bridge guardrail template top guardrail according to claim 2, characterized in that: The mounting seat (250) comprises a shell (570), baffles (530) connected to the shell (570) are provided on both sides of the shell (570), the upper end of the baffle (530) extends upward to form a limit plate (410), and the limit plate (410) is provided with two second guide holes (310) arranged along the height direction of the limit plate (410); and two limit columns (630) passing through the second guide holes (310) are provided at both ends of the mounting plate (320).

5. A bridge guardrail template top guardrail according to claim 4, characterized in that: A first mounting block (220) and a second mounting block (230) are provided at an end surface of the shell (570) close to the casting mold (120) along the length direction of the shell (570); the first mounting block (220) and the second mounting block (230) are arranged at intervals along the height direction of the shell (570); the first mounting block (220) is provided with a plurality of first mounting grooves (960) arranged at intervals along the length direction of the first mounting block (220); a first cover plate (910) for blocking the first mounting groove (960) is provided at the opening of the first mounting groove (960); and a first through hole (970) communicating with the first mounting groove (960) is provided at the shell (570). ); a first flange (980) is provided in the first installation groove (960); a first push rod (920) is provided at one end of the first flange (980) and passes through the first cover plate (910) and extends toward the casting mold (120); a second push rod (940) is provided at the other end of the first flange (980) and passes through the first through hole (970) and extends into the first sub-installation cavity (750); a first arc-shaped surface (950) that cooperates with the first lifting plate (510) is provided at one end of the second push rod (940) away from the first flange (980); and a third spring (930) for pressing the first flange (980) is provided between the first cover plate (910) and the first flange (980).

6. A bridge guardrail template top guardrail according to claim 5, characterized in that: The second mounting block (230) is provided with a plurality of second mounting grooves (1005) spaced apart along the length direction of the second mounting block (230); a second cover plate (1002) for sealing the second mounting groove (1005) is provided at the opening of the second mounting groove (1005); a second through hole (1009) communicating with the second mounting groove (1005) is provided at the housing (570); a second flange (1004) is provided in the second mounting groove (1005); one end of the second flange (1004) is provided with a flange extending through the second cover plate (1002); A third push rod (1003) is directed toward the casting mold (120); a fourth push rod (1006) is provided at the other end of the second flange (1004) and passes through the second through hole (1009) and extends into the second sub-mounting cavity (760); an end of the fourth push rod (1006) away from the second flange (1004) is provided with a second arc-shaped surface (1007) that cooperates with the second lifting plate (540); and a fourth spring (1001) is provided between the second cover plate (1002) and the second flange (1004) for squeezing the second flange (1004).

7. A bridge guardrail template top guardrail according to claim 6, characterized in that: The first push rod (920) and the third push rod (1003) are respectively provided with a first inclined surface (1102) and a second inclined surface (1202) at one end close to the casting mold (120).

8. A bridge guardrail template top guardrail according to claim 4, characterized in that: A step (340) is provided at one end of the housing (570) away from the casting mold (120).

9. A bridge guardrail template top guardrail according to claim 8, characterized in that: Second guardrails (330) arranged on the baffle (530) are provided on both sides of the step (340).

10. A bridge guardrail template top guardrail according to claim 2, characterized in that: The first guardrail (360) comprises a plurality of angle steels (610) arranged perpendicular to the mounting plate (320), and threaded steel bars (620) passing through the plurality of angle steels (610) and connected together.