Efficient adjustable platform for pile cap form

Abstract

The utility model discloses a kind of efficient adjustable bearing platform platform, including template unit, its front and rear two sides are equipped with a group of supporting unit, each group of supporting unit is equipped with several, each supporting unit and template unit between are equipped with a connecting unit, the top of each group of supporting unit is equipped with a protection unit;By reinforcing unit can play the reinforcing effect to template unit, help to improve the rigidity of template unit, and then improve the quality of the bearing platform platform;By supporting unit and protection unit cooperation, can provide stable construction platform for staff, help to improve work efficiency;Template unit is designed using modularization, the detachable connection of template unit and supporting unit is realized by connecting unit, so that the dismounting process of the bearing platform platform is more simple and fast, construction cycle is greatly shortened, simultaneously can be according to actual use demand corresponding adjustment template unit's shape and the position of supporting unit, protection unit.

Description

Technical Field

[0001] This utility model relates to the technical field of foundation formwork platforms, and in particular to a high-efficiency adjustable foundation formwork platform. Background Technology

[0002] A pile cap is a reinforced concrete platform erected at the top of a pile foundation to support and distribute the loads transmitted from the pier. Pile cap formwork is an indispensable tool in pile cap construction.

[0003] The existing utility model patent document with announcement number CN220789828U discloses a pile cap formwork and pile cap for preventing pile tilting. The steel structure formwork is made of steel plates and small steel sections, which is simple in structure, has strong stability, fast production speed, and saves labor costs. The pile cap formwork has a fast construction speed, high construction efficiency, and short construction period. The cost is relatively low. It can prevent the soft soil on the outside from becoming unstable and slipping, thereby avoiding the tilting accident of the completed pile foundation.

[0004] Although the aforementioned pile cap formwork and pile cap for preventing pile tilting can solve the corresponding technical problems, their structure is relatively simple and their function is limited. They rely solely on longitudinal support members to reinforce the pile cap formwork steel plate, which makes the pile cap formwork steel plate prone to distortion and lateral bending deformation, thereby reducing the quality of the pile cap.

[0005] Therefore, a highly efficient and adjustable pier formwork platform is proposed. Utility Model Content

[0006] The purpose of this invention is to provide a highly efficient and adjustable pier formwork platform to solve the problems mentioned in the background art.

[0007] To achieve the above objectives, the main technical solutions adopted by this utility model include: A high-efficiency adjustable pier cap formwork platform, comprising: The template unit has a set of support units on both its front and rear sides. Each set of support units has several units. Each support unit and the template unit have a connecting unit. Each set of support units has a protective unit on its top. The template unit includes four templates A arranged in a rectangular array, two templates B are provided between the two templates A located at the front and back, and templates C and D are provided between the two templates A located on the left and right sides. The outer sides of the templates A, B, C and D are jointly provided with a reinforcement unit. The connecting unit includes two connecting plates A and B arranged vertically. The two connecting plates A and B are respectively located on the reinforcing unit, and the connecting plates A and B are detachably connected to the reinforcing unit.

[0008] As a preferred technical solution, the template A has an arc-shaped structure, and the templates A, B, C and D form a frame-like structure.

[0009] As a preferred technical solution, templates A, B, C and D are all composed of a panel and a frame. The frame is welded to the outer perimeter of the panel, and adjacent frames are detachably connected. Among them, a number of equally spaced reinforcing strips are welded to the outer side of the panel on the template A from top to bottom, and the two ends of the reinforcing strips are fixedly connected to the corresponding frame.

[0010] As a preferred technical solution, the reinforcement unit includes several horizontal ribs fixedly connected to the outside of templates B, C and D and arranged vertically. The outside of templates A, B, C and D is provided with back ribs. The reinforcement strip is fixedly connected to the adjacent back ribs, and the horizontal ribs are fixedly connected to the adjacent back ribs.

[0011] As a preferred technical solution, each of the horizontal ribs and each reinforcing strip is on the same horizontal line, the width of the horizontal ribs, reinforcing strips and the frame is the same, two back ribs are symmetrically arranged on the surfaces of template A and template D, one back rib is arranged at the center of the surface of template B, and multiple back ribs are equidistantly distributed on the surface of template C. The back ribs on template C are arranged in a one-to-one correspondence with the support units, and one of the back ribs on template D is arranged in a one-to-one correspondence with the support units.

[0012] As a preferred technical solution, the panel is made of 6mm thick Q235 steel plate, the frame is made of 10mm thick and 80mm wide steel strip, the horizontal ribs are made of 8# channel steel, the spacing between adjacent horizontal ribs is 28~30cm, the back ribs are made of double 12# channel steel, and gaps are formed between the double 12# channel steels on the back ribs.

[0013] As a preferred technical solution, the support unit includes a support rod arranged perpendicular to the back ribs. One end of the support rod passes through the gap between the back ribs. One of the connecting plates A is welded to the end of the support rod surface and contacts the outer side of the corresponding back rib. The other connecting plate A is sleeved on the end of the support rod surface. A diagonal brace is welded to the bottom of the support rod. One of the connecting plates B is welded to the end of the diagonal brace and contacts the outer side of the corresponding back rib. The other connecting plate B is located on the inner side of the corresponding back rib.

[0014] As a preferred technical solution, the two connecting plates A and B are respectively installed on the corresponding back ribs.

[0015] As a preferred technical solution, the protective unit includes two brackets arranged in parallel front to back, the bottom of the two brackets is fixedly connected to the corresponding support rod, the top of the two brackets is fixedly connected to a support plate, and a fence is installed on the outside of the brackets.

[0016] As a preferred technical solution, a protective net is installed inside the enclosure, and a retaining post perpendicular to the top of the support rod is fixedly connected thereto, with the surface of the retaining post contacting one side of the support plate.

[0017] This utility model has at least the following beneficial effects: This application utilizes reinforcing units to strengthen the formwork units, thereby increasing their rigidity and improving the quality of the foundation formwork platform. The combined use of support and protective units provides a stable construction platform for workers, enhancing operational efficiency. Furthermore, the modular design of the formwork units, with connecting units enabling detachable connections between them and the support units, simplifies and speeds up the assembly and disassembly of the foundation formwork platform, significantly shortening the construction cycle. Additionally, the shape of the formwork units and the positions of the support and protective units can be adjusted according to actual usage requirements. Attached Figure Description

[0018] Figure 1 This is a structural schematic diagram of the high-efficiency adjustable support platform template platform according to Embodiment 1 of this utility model; Figure 2 This is a schematic diagram of the structure of the template unit of the high-efficiency adjustable support platform template platform according to Embodiment 1 of this utility model; Figure 3 This is a schematic diagram of the main structure of the template unit of the high-efficiency adjustable support platform template platform according to Embodiment 1 of this utility model; Figure 4 This is a side view of the structure of the template C, support unit, connecting unit and protective unit of the high-efficiency adjustable support platform template platform according to Embodiment 1 of this utility model; Figure 5 This is a schematic front view of the support unit, connecting unit, and protective unit of the high-efficiency adjustable pier formwork platform according to Embodiment 1 of this utility model. Figure 6 This is a schematic diagram of the structure of the template unit of the high-efficiency adjustable support platform template platform according to Embodiment 2 of this utility model; Figure 7 This is a schematic front view of the template unit structure of the high-efficiency adjustable support platform template platform according to Embodiment 2 of this utility model; Figure 8 This is a schematic diagram of the structure of the template unit of the high-efficiency adjustable support platform template platform according to Embodiment 3 of this utility model; Figure 9This is a front view schematic diagram of the structure of the template unit of the high-efficiency adjustable support platform template platform according to Embodiment 3 of this utility model.

[0019] In the diagram: 100, Template Unit; 110, Template A; 111, Panel; 112, Frame; 113, Reinforcing Strip; 120, Template B; 130, Template C; 140, Template D; 150, Reinforcing Unit; 151, Horizontal Rib; 152, Back Rib; 160, Template E; 170, Template F; 200, Support Unit; 210, Support Rod; 220, Diagonal Brace; 300, Connecting Unit; 310, Connecting Plate A; 320, Connecting Plate B; 400, Protective Unit; 410, Bracket; 420, Support Plate; 430, Enclosure; 440, Protective Net; 450, Retaining Post. Detailed Implementation

[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0021] Example 1 Please see Figures 1-5 This utility model provides a highly efficient and adjustable pier formwork platform, comprising: a formwork unit 100, with a set of support units 200 on both its front and rear sides, each set of support units 200 having a plurality of units, a connecting unit 300 between each support unit 200 and the formwork unit 100, and a protective unit 400 on the top of each set of support units 200; the formwork unit 100 includes four formworks A110 arranged in a rectangular array, and two formworks B120 are provided between the two front and rear formworks A110. Templates C130 and D140 are located between the two templates A110 on the left and right. Reinforcing unit 150 is provided on the outer side of templates A110, B120, C130 and D140. The connecting unit 300 includes two connecting plates A310 and B320 arranged vertically. The two connecting plates A310 and B320 are respectively located on the reinforcing unit 150. The connecting plates A310 and the reinforcing unit 150 and the connecting plate B320 and the reinforcing unit 150 are detachably connected.

[0022] Template A110 has an arc-shaped structure, and templates A110, B120, C130 and D140 form a frame-like structure.

[0023] Templates A110, B120, C130, and D140 are all composed of panels 111 and frames 112. The frames 112 are welded to the outer perimeter of the panels 111. Adjacent frames 112 are detachably connected by bolts and nuts. Several equidistant reinforcing strips 113 are horizontally welded from top to bottom on the outer side of the panels 111 on template A110. The two ends of the reinforcing strips 113 are fixedly connected to the corresponding frames 112.

[0024] The reinforcement unit 150 includes several horizontal ribs 151 that are horizontally fixedly connected to the outside of templates B120, C130 and D140 and arranged vertically. Back ribs 152 are vertically provided on the outside of templates A110, B120, C130 and D140. The reinforcement strip 113 is fixedly connected to the adjacent back ribs 152, and the horizontal ribs 151 are fixedly connected to the adjacent back ribs 152.

[0025] Each horizontal rib 151 and each reinforcing strip 113 are on the same horizontal line. The widths of the horizontal ribs 151, reinforcing strips 113, and frame 112 are the same. There are two back ribs 152 symmetrically arranged on the surfaces of template A110 and template D140. There is one back rib 152 at the center of the surface of template B120. There are multiple back ribs 152 equidistantly distributed on the surface of template C130. The back ribs 152 on template C130 correspond one-to-one with the support units 200. One of the back ribs 152 on template D140 corresponds one-to-one with the support unit 200. The reinforcing units 150 can limit the distortion and lateral bending deformation of the template unit 100, maintain the cross-sectional shape of the template unit 100, and reinforce the template unit 100.

[0026] Among them, the panel 111 is made of 6mm thick Q235 steel plate, the frame 112 is made of 10mm thick and 80mm wide steel strip, the horizontal rib 151 is made of 8# channel steel, the spacing between adjacent horizontal ribs 151 is 28-30cm, the back rib 152 is made of double 12# channel steel, and a gap is formed between the double 12# channel steel on the back rib 152.

[0027] The support unit 200 includes a support rod 210 arranged perpendicularly to the back rib 152. One end of the support rod 210 passes through the gap between the back ribs 152. One connecting plate A310 is welded to the end of the surface of the support rod 210 and contacts the outer side of the corresponding back rib 152. The other connecting plate A310 is sleeved on the end of the surface of the support rod 210. A diagonal brace 220 is welded to the bottom of the support rod 210. One connecting plate B320 is welded to the end of the diagonal brace 220 and contacts the outer side of the corresponding back rib 152. The other connecting plate B320 is located on the inner side of the corresponding back rib 152. The support unit 200 can provide a construction platform for workers, facilitating their work.

[0028] Among them, the two connecting plates A310 and B320 are respectively installed on the corresponding back ribs 152 by bolts and nuts. The support rod 210, the diagonal brace 220 and the corresponding back ribs 152 form a triangular structure. The bolts and nuts are used to realize the detachable connection between the support unit 200 and the reinforcement unit 150, which facilitates the subsequent disassembly of the support unit 200 and the adjustment of the position of the support unit 200.

[0029] The protective unit 400 includes two brackets 410 arranged in parallel front and rear. The bottom of the two brackets 410 is fixedly connected to the corresponding support rod 210. The top of the two brackets 410 is fixedly connected to a support plate 420. A fence 430 is installed on the outside of the brackets 410 by bolts and nuts. The protective unit 400 can provide a safe construction platform for workers and help protect their personal safety.

[0030] The enclosure 430 is equipped with a protective net 440, and the top of the support rod 210 is fixedly connected with a vertical stop post 450. The surface of the stop post 450 contacts one side of the support plate 420. The protective net 440 can further improve the construction safety of the workers, and the stop post 450 can play an auxiliary limiting role for the support plate 420, thereby further improving the support stability of the support plate 420.

[0031] Example 2 Please see Figures 6-7 The efficient and adjustable pier formwork platform provided in this embodiment differs from that in Embodiment 1 in that: The template unit 100 includes four templates A110 arranged in a rectangular array. A template B120 is provided between the two templates A110 located at the front and back, and a template C130 is provided between the two templates A110 located on the left and right. A reinforcement unit 150 is provided on the outer side of the templates A110, B120 and C130. Among them, template A110 has an arc-shaped structure, and templates A110, B120 and C130 form a frame-like structure.

[0032] Among them, templates A110, B120 and C130 are all composed of panels 111 and frames 112. The frames 112 are welded to the outer perimeter of the panels 111. Adjacent frames 112 are detachably connected by bolts and nuts. Several equidistant reinforcing strips 113 are horizontally welded from top to bottom on the outer side of the panels 111 on template A110. The two ends of the reinforcing strips 113 are fixedly connected to the corresponding frames 112.

[0033] The reinforcement unit 150 includes several horizontal ribs 151 that are horizontally fixedly connected to the outside of template B120 and template C130 and arranged vertically. Back ribs 152 are vertically provided on the outside of template A110, template B120 and template C130. The reinforcement strip 113 is fixedly connected to the adjacent back ribs 152, and the horizontal ribs 151 are fixedly connected to the adjacent back ribs 152.

[0034] Each horizontal rib 151 and each reinforcing strip 113 are on the same horizontal line. The widths of the horizontal ribs 151, reinforcing strips 113 and frame 112 are the same. There are two back ribs 152 symmetrically arranged on the surface of template A110. There is one back rib 152 at the center of the surface of template B120. There are multiple back ribs 152 equidistantly distributed on the surface of template C130. The back ribs 152 on template C130 correspond one-to-one with the support units 200.

[0035] Example 3 Please see Figures 8-9 The efficient and adjustable pier formwork platform provided in this embodiment differs from that in Embodiment 2 in that: The template unit 100 includes four templates E160 arranged in a rectangular array. A template F170 is provided between each pair of adjacent templates E160. A reinforcement unit 150 is provided on the outer side of the templates E160 and the templates F170. Among them, template E160 has an arc-shaped structure, and template E160 and template F170 form a frame-like structure.

[0036] Both template E160 and template F170 are composed of a panel 111 and a frame 112. The frame 112 is welded to the outer perimeter of the panel 111. Adjacent frames 112 are detachably connected by bolts and nuts. Several equidistant reinforcing strips 113 are horizontally welded from top to bottom on the outer side of the panel 111 on template E160. The two ends of the reinforcing strips 113 are fixedly connected to the corresponding frames 112.

[0037] The reinforcement unit 150 includes several horizontal ribs 151 that are horizontally fixedly connected to the outside of the template F170 and arranged vertically. The template E160 and the outside of the template F170 are provided with back ribs 152 vertically. The reinforcement strip 113 is fixedly connected to the adjacent back ribs 152, and the horizontal ribs 151 are fixedly connected to the adjacent back ribs 152.

[0038] Each horizontal rib 151 and each reinforcing strip 113 are on the same horizontal line. The widths of the horizontal ribs 151, reinforcing strips 113 and frame 112 are the same. There are two back ribs 152 symmetrically arranged on the surface of template E160. There are multiple back ribs 152 equidistantly distributed on the surface of template F170. The back ribs 152 on template F170 correspond one-to-one with the support units 200.

[0039] The working principle of this utility model is as follows: Templates A110, B120, C130, and D140 are arranged into a frame structure as needed. Adjacent frame sides 112 are fixedly connected using bolts and nuts. One end of the support rod 210 is then passed through the gap in the back rib 152, causing one of the connecting plates A310 and B320 to contact the corresponding back rib 152. The support rod 210 can be moved upwards or downwards according to actual usage requirements, thereby adjusting the height of the support unit 200. After adjusting the support unit 200 to the required height, another connecting plate A310 is fitted onto the end of the support rod 210. The two connecting plates A310 are then installed on the corresponding back ribs 152 using bolts and nuts. Next, another connecting plate B320 is placed inside the corresponding back ribs 152 and installed on the corresponding back ribs 152 using bolts and nuts. This completes the assembly of the support unit 200, and finally the protective unit 400 can be installed on the support rod 210.

[0040] All parts not described in this utility model are the same as or can be implemented using existing technology. Although embodiments of this utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of this utility model, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A high-efficiency adjustable platform for deck forms, characterized in that, include: A template unit (100) has a set of support units (200) on both its front and rear sides. Each set of support units (200) has several units. A connecting unit (300) is provided between each support unit (200) and the template unit (100). A protective unit (400) is provided on the top of each set of support units (200). The template unit (100) includes four templates A (110) arranged in a rectangular array. Two templates B (120) are provided between the two templates A (110) located at the front and back. Templates C (130) and D (140) are provided between the two templates A (110) located on the left and right sides. Reinforcing units (150) are provided on the outer sides of the templates A (110), B (120), C (130) and D (140). The connecting unit (300) includes two connecting plates A (310) and B (320) arranged vertically. The two connecting plates A (310) and B (320) are respectively located on the reinforcing unit (150). The connecting plates A (310) and B (320) are detachably connected to the reinforcing unit (150).

2. The efficient adjustable mat platform of claim 1, wherein: The template A (110) has an arc-shaped structure, and the templates A (110), B (120), C (130) and D (140) form a frame-like structure.

3. The high-efficiency adjustable pier formwork platform according to claim 2, characterized in that: Templates A (110), B (120), C (130) and D (140) are all composed of a panel (111) and a frame (112). The frame (112) is welded to the four sides of the outside of the panel (111), and two adjacent frames (112) are detachably connected. Among them, a number of equally spaced reinforcing strips (113) are welded from top to bottom on the outer side of the panel (111) on the template A (110), and the two ends of the reinforcing strips (113) are fixedly connected to the corresponding frame (112).

4. The efficient adjustable mat platform of claim 3, wherein: The reinforcement unit (150) includes several horizontal ribs (151) fixedly connected to the outside of templates B (120), C (130) and D (140) and arranged vertically. The outside of templates A (110), B (120), C (130) and D (140) is provided with back ribs (152). The reinforcement strip (113) is fixedly connected to the adjacent back ribs (152), and the horizontal ribs (151) are fixedly connected to the adjacent back ribs (152).

5. The efficient adjustable mat platform of claim 4, wherein: Each of the horizontal ribs (151) and each reinforcing strip (113) are on the same horizontal line. The widths of the horizontal ribs (151), reinforcing strips (113) and the frame (112) are the same. There are two back ribs (152) symmetrically arranged on the surfaces of template A (110) and template D (140). There is one back rib (152) at the center of the surface of template B (120). There are multiple back ribs (152) evenly distributed on the surface of template C (130). The back ribs (152) on template C (130) correspond one-to-one with the support unit (200). One of the back ribs (152) on template D (140) corresponds one-to-one with the support unit (200).

6. The high-efficiency adjustable pier formwork platform according to claim 4, characterized in that: The panel (111) is made of 6mm thick Q235 steel plate, the frame (112) is made of 10mm thick and 80mm wide steel strip, the horizontal rib (151) is made of 8# channel steel, the spacing between adjacent horizontal ribs (151) is 28~30cm, the back rib (152) is made of double 12# channel steel, and a gap is formed between the double 12# channel steel on the back rib (152).

7. The efficient adjustable mat platform of claim 6, wherein: The support unit (200) includes a support rod (210) arranged perpendicularly to the back rib (152). One end of the support rod (210) passes through the gap between the back ribs (152). One of the connecting plates A (310) is welded to the end of the surface of the support rod (210) and contacts the outer side of the corresponding back rib (152). The other connecting plate A (310) is sleeved on the end of the surface of the support rod (210). A diagonal brace (220) is welded to the bottom of the support rod (210). One of the connecting plates B (320) is welded to the end of the diagonal brace (220) and contacts the outer side of the corresponding back rib (152). The other connecting plate B (320) is located on the inner side of the corresponding back rib (152).

8. The efficient adjustable mat platform of claim 7, wherein: The two connecting plates A (310) and B (320) are respectively installed on the corresponding back ribs (152).

9. The efficient adjustable mat platform of claim 7, wherein: The protective unit (400) includes two brackets (410) arranged in parallel front to back. The bottom of the two brackets (410) is fixedly connected to the corresponding support rod (210). The top of the two brackets (410) is fixedly connected to a support plate (420). A fence (430) is installed on the outside of the brackets (410).

10. The efficient adjustable mat platform of claim 9, wherein: A protective net (440) is installed inside the enclosure (430), and a stop post (450) perpendicular to the top of the support rod (210) is fixedly connected thereto. The surface of the stop post (450) is in contact with one side of the support plate (420).

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