Construction foot stool for house building construction
By designing a construction tripod that includes the first foot and auxiliary footod mechanism, the problem of insufficient stability of the neutral pole in the prior art is solved, adapting to different materials and scenarios is achieved, and the stability and convenience of the construction tripod is enhanced.
Patent Information
- Application Number
- CN202422062938.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-23
- Publication Date
- 2025-06-03
- Estimated Expiration
- 2034-08-23
AI Technical Summary
The stability of a single vertical pole of existing steel pipe scaffolding is limited, which may affect the overall stability. In the event of support stress points of special materials, the original vertical pole may not be suitable.
A construction tripod including the first foot and the auxiliary foot mechanism is designed. Additional support is provided through the auxiliary foot mechanism, and the soil tying parts are used to adapt to the soft material, the second foot is suitable for the hard material, and the installation pipe spacing is adjusted through the adjustment mechanism to adapt to the construction needs of different scenarios.
It enhances the overall stability of the construction tripod, adapts to the support needs of different materials and scenarios, and improves the installation speed and convenience of the construction tripod.
Smart Images

Figure CN222936399U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of building construction, in particular to a construction scaffold for building construction. Background Technique
[0002] A construction scaffold is a temporary structure commonly used in building construction for supporting construction workers, materials and equipment to facilitate high-altitude operations. Among them, the steel pipe scaffold has a more stable structure, strong load-bearing capacity, and is easy to build and disassemble. The existing steel pipe scaffolds usually have vertical poles perpendicular to the ground, and then crossbars are connected to the poles through fasteners, and diagonal braces are used to enhance the lateral stability of the scaffold. The stability of a single pole is limited, which may affect the overall stability of the steel pipe scaffold. When encountering support stress points of special materials, the original poles may not be suitable for the support requirements of special situations.
[0003] In view of the above problems, a construction scaffold for building construction is developed now. Summary of the Utility Model
[0004] In order to overcome the disadvantages that the stability of a single pole is limited, which may affect the overall stability of the steel pipe scaffold, and when encountering support stress points of special materials, the original poles may not be suitable for the support requirements of special situations, the utility model provides a construction scaffold for building construction.
[0005] The technical solution of the utility model is as follows: A construction scaffold for building construction includes two first foot supports. Installation pipes are connected to the first foot supports. Through holes are opened at the lower parts of the installation pipes. Auxiliary foot support mechanisms are arranged on the installation pipes. Each auxiliary foot support mechanism includes a first connecting piece. The first connecting pieces are slidably connected to the installation pipes. Moving rods are rotatably connected to the first connecting pieces. First locking pieces are rotatably connected to the first connecting pieces. The first locking pieces are threadedly connected to the adjacent installation pipes. Second connecting pieces are connected to the moving rods. Soil-piercing pieces are slidably connected to the lower parts of the moving rods. Second locking pieces are rotatably connected to the lower parts of the moving rods. The second locking pieces are threadedly connected to the adjacent soil-piercing pieces. Second foot supports are threadedly connected to the soil-piercing pieces.
[0006] Preferably, an adjusting mechanism is further included. The adjusting mechanism includes mounting pieces. The mounting pieces are connected to the installation pipes. A connecting rod is slidably connected between the adjacent through holes. Third locking pieces are rotatably connected to the mounting pieces. The third locking pieces are threadedly connected to the connecting rod.
[0007] Preferably, anti-slip knobs are connected to the first locking pieces.
[0008] Preferably, the second connecting piece is rotatable.
[0009] Preferably, a plurality of auxiliary blocks are installed on each of the second foot supports.
[0010] Preferably, a plurality of triangular ribs for reinforcement are connected to the second foot support.
[0011] By adopting the above technical solution, the beneficial effects of the utility model are:
[0012] The utility model assists the first foot support by arranging an auxiliary foot support mechanism. The second foot support can cope with the support situation of a flat and hard material road surface such as concrete. The earth-pinning piece can adapt to the support force point of soft materials such as soil. When encountering foundation pit construction, the second connecting piece can be used to connect the support rod to complete the auxiliary support operation, thereby adapting to the installation needs of construction tripods in different scenarios and further enhancing the overall stability of the construction tripod. At the same time, the mounting piece drives the mounting pipe to slide on the connecting rod, and the spacing between the mounting pipes can be adjusted more conveniently to adapt to the installation needs of tripods of different specifications in different construction scenarios. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 This is a schematic diagram of the first three-dimensional structure of the utility model.
[0014] Figure 2 This is a schematic diagram of the second three-dimensional structure of the utility model.
[0015] Figure 3 It is a partial cross-sectional three-dimensional structural schematic diagram of the auxiliary foot support mechanism of the utility model.
[0016] Figure 4 It is a three-dimensional structural schematic diagram of the adjustment mechanism of the utility model.
[0017] Explanation of the accompanying drawings: 1_installing tube, 2_first foot support, 3_through hole, 4_auxiliary foot support mechanism, 41_first connecting piece, 42_moving rod, 43_first locking piece, 44_second connecting piece, 45_second locking piece, 46_second foot support, 47_soil-fixing piece, 5_adjusting mechanism, 51_installing piece, 52_third locking piece, 53_connecting rod. DETAILED DESCRIPTION
[0018] The following description is only a preferred embodiment of the present invention and does not limit the protection scope of the present invention.
[0019] A construction scaffold for building construction, such as Figures 1 - 3As shown, it includes two first footrests 2. Installation pipes 1 are connected to both of the first footrests 2. Through holes 3 are opened at the lower parts of the installation pipes 1. Auxiliary footrest mechanisms 4 are arranged on the installation pipes 1. The auxiliary footrest mechanism 4 includes a first connecting piece 41. The first connecting pieces 41 are slidably connected to the installation pipes 1. Moving rods 42 are rotatably connected to the first connecting pieces 41. First locking pieces 43 are rotatably connected to the first connecting pieces 41. Anti-slip knobs are connected to the first locking pieces 43. The first locking pieces 43 are threadedly connected to the adjacent installation pipes 1. Second connecting pieces 44 are connected to the moving rods 42. The second connecting pieces 44 can rotate. Soil-piercing pieces 47 are slidably connected to the lower parts of the moving rods 42. Second locking pieces 45 are rotatably connected to the lower parts of the moving rods 42. The second locking pieces 45 are threadedly connected to the adjacent soil-piercing pieces 47. Second footrests 46 are threadedly connected to the soil-piercing pieces 47. A plurality of auxiliary blocks are installed on the second footrests 46. A plurality of triangular rib plates for reinforcement are connected to the second footrests 46.
[0020] As Figure 1 , Figure 2 and Figure 4 shown, it further includes an adjusting mechanism 5. The adjusting mechanism 5 includes a mounting piece 51. The mounting pieces 51 are connected to the installation pipes 1. A connecting rod 53 is slidably connected between the adjacent through holes 3. Third locking pieces 52 are rotatably connected to the mounting pieces 51. The third locking pieces 52 are threadedly connected to the connecting rod 53.
[0021] It should be noted that a construction scaffold is a temporary structure commonly used in building construction to support construction workers, materials, and equipment for high-altitude operations. Among them, the steel pipe scaffold structure is more stable, has a strong load-bearing capacity, and is easy to assemble and disassemble. Place the first foot support 2 at the corresponding position where the construction scaffold needs to be erected. Install steel pipes on the upper part of the installation pipe 1 to complete the installation work of the construction scaffold. Then, pass the connecting rod 53 through two adjacent through holes 3, and adjust the distance between two adjacent installation pipes 1 according to the actual construction requirements. The through holes 3 can enhance the connectivity between two adjacent installation pipes 1. Then, rotate the third locking member 52 so that the third locking member 52 locks the adjacent installation member 51 and the connecting rod 53. To enhance the stability of the construction scaffold, the first locking member 43 can be rotated so that the first locking member 43 is disengaged from the locking state of the first connecting member 41 and the installation pipe 1. Then, slide the first connecting member 41 to an appropriate height, and then rotate the first locking member 43 again to lock the first connecting member 41 and the installation pipe 1. When the ground is made of flat and hard materials such as concrete, the second foot support 46 can be directly used to assist the first foot support 2 in providing support. When the ground where the support is stressed is made of soft materials such as soil, the soil-piercing member 47 can be used to assist in supporting the first foot support 2. Rotate the second foot support 46 using the auxiliary block on the second foot support 46 so that the second foot support 46 moves upward and the soil-piercing member 47 is exposed downward. The part of the soil-piercing member 47 lower than the adjacent second foot support 46 is inserted into the soil, and the second foot support 46 contacts the ground to assist in supporting the adjacent first foot support 2. When the soil-piercing member 47 moves downward to an appropriate position, when encountering special support angles such as slopes, the moving rod 42 can be rotated to adjust the inclination angle of the soil-piercing member 47. At the same time, the soil-piercing member 47 can be slid on the moving rod 42 and locked using the second locking member 45, thereby adjusting the depth of the soil-piercing member 47 inserted into the soil. When encountering foundation pit construction, the second connecting member 44 can be used to connect the support rod to assist the first foot support 2, so as to meet the installation requirements of the construction scaffold in different scenarios. At the same time, the threaded connection between the soil-piercing member 47 and the second foot support 46 makes it more convenient to disassemble and replace the soil-piercing member 47, thereby reducing the replacement time and improving the installation speed of the construction scaffold.
[0022] It should be understood that this embodiment is only used to illustrate the present invention and not to limit the scope of the present invention. In addition, it should be understood that after reading the content taught by the present invention, those skilled in the art can make various changes or modifications to the present invention, and these equivalent forms also fall within the scope defined by the appended claims of this application.
Claims
1. A construction scaffold for building construction, characterized by: The invention comprises a first foot support (2), wherein the first foot supports (2) are two in number, each of the first foot supports (2) is connected to a mounting tube (1), each of the mounting tubes (1) is provided with a through hole (3), each of the mounting tubes (1) is provided with an auxiliary foot support mechanism (4), and the auxiliary foot support mechanism (4) comprises a first connecting member (41), each of the mounting tubes (1) is slidably connected to the first connecting member (41), each of the first connecting members (41) is rotatably connected to a moving rod (42), and the first connecting member (41) is rotatably connected to a moving rod (42). The movable rod (42) is movably connected with a first locking member (43), the first locking member (43) is threadedly connected to the adjacent mounting tube (1), the movable rod (42) is connected with a second connecting member (44), the lower part of the movable rod (42) is slidably connected with a soil-engaging member (47), the lower part of the movable rod (42) is rotatably connected with a second locking member (45), the second locking member (45) is threadedly connected to the adjacent soil-engaging member (47), and the soil-engaging member (47) is threadedly connected with a second foot support (46).
2. The construction scaffold for building construction according to claim 1 is characterized by: The invention also comprises an adjusting mechanism (5), wherein the adjusting mechanism (5) comprises a mounting member (51), the mounting member (51) is connected to each of the mounting tubes (1), connecting rods (53) are slidably connected between adjacent through holes (3), the mounting member (51) is rotatably connected to each of the third locking members (52), and the third locking members (52) are threadedly connected to the connecting rods (53).
3. The construction scaffold for building construction according to claim 1 is characterized by: The first locking member (43) is connected to an anti-slip knob.
4. The construction scaffold for building construction according to claim 1 is characterized by: The second connecting member (44) is rotatable.
5. The construction scaffold for building construction according to claim 1 is characterized by: A plurality of auxiliary blocks are installed on each of the second foot supports (46).
6. The construction scaffold for building construction according to claim 1 is characterized by: The second foot support (46) is connected to a plurality of triangular ribs for reinforcement.