Unloading platform connecting wall tie reinforcing structure
By adding a wall-connecting knot assembly with fixed cross bars and adjusting longitudinal bars in the unloading platform, the problem of insufficient support in the middle area of the unloading platform is solved, and the stability and safety of the unloading platform are improved.
Patent Information
- Application Number
- CN202422450193.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-11
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-10-11
AI Technical Summary
In the prior art, the unloading platform is only connected to the structural columns on both sides, ignoring the necessary pulling of the intermediate area, resulting in local instability in the overall structure when it bears complex loads, posing safety hazards.
Fixed cross bars and adjustment longitudinal bars are added in the middle of the scaffolding body of the unloading platform. Through the threaded connection and latch installation of the wall-connecting tie assembly, distributed support is achieved, the platform's load-bearing capacity is enhanced, and flexible adjustments are made through the threaded connection between the wall screw and the embedded connecting parts.
Effectively dispersing the load pressure, improving the overall stiffness and stability of the unloading platform, avoiding local instability, and ensuring safe and efficient construction.
Smart Images

Figure CN223151685U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, and particularly relates to a connecting wall tie and reinforcement structure for a unloading platform. Background Technique
[0002] In the field of factory building construction, the building structure has the characteristics of concise floors, often only two floors, but the single-floor height is significant and the structural span is wide. The construction difficulty and safety requirements are equally important. To meet the efficient transfer requirements of construction materials, a large-scale floor-standing unloading platform needs to be built at the edge of the factory building. However, in view of the high-altitude operation environment and the huge structural span of such buildings, the stability of the unloading platform becomes a crucial consideration factor.
[0003] Traditional reinforcement methods mostly use ordinary steel pipe fasteners for tying, often limited to the simple connection between both sides of the platform and the structural column, or only using peripheral braces for auxiliary support. Although such a design scheme can share the load to a certain extent, it ignores the necessary tying of the middle area of the platform, resulting in local instability of the overall structure when bearing complex loads, and there are relatively large safety hazards. Content of the Utility Model
[0004] In order to make up for the above deficiencies, the utility model provides a connecting wall tie and reinforcement structure for a unloading platform to solve the above problems.
[0005] The utility model is realized as follows:
[0006] A connecting wall tie and reinforcement structure for a unloading platform includes a scaffolding body. A connecting wall tie assembly is arranged between the scaffolding body and the wall. The connecting wall tie assembly includes a fixed cross bar, an adjusting longitudinal bar, a wall connecting screw and a pre-embedded connecting piece. There are two fixed cross bars, which are arranged in parallel on the right side of the scaffolding body. There are two adjusting longitudinal bars, which are both arranged between the two fixed cross bars. A pre-embedded connecting piece is pre-embedded at the wall. The wall connecting screw is threadedly connected with the adjusting longitudinal bar, passes through the left side of the adjusting longitudinal bar and is threadedly connected with the pre-embedded connecting piece. When the adjusting longitudinal bar is rotated, the scaffolding body is tightened towards the wall.
[0007] In an embodiment of the utility model, the fixed cross bar includes a first square bar, and a plurality of equally spaced limit holes are opened on the right side of the first square bar. Fixed clamps are arranged at both ends of the first square bar.
[0008] In an embodiment of the utility model, the fixed clamp includes fastening sleeves arranged at both ends of the first square bar. A cushion block is welded on the left side of the fastening sleeve. A fastener connecting part is welded on the left side of the cushion block. A rotating fastener is movably arranged on the left side of the fastener connecting part. The rotating fastener is detachably connected with the cross bar on the right side of the scaffolding body.
[0009] In an embodiment of the present utility model, a reinforcing rib is provided between the fastener connecting portion and the cushion block.
[0010] In an embodiment of the present utility model, the adjusting longitudinal rod includes a second square rod. Sleeve pipes are respectively welded to both ends of the left side of the second square rod. A second through hole is opened on the right side of the sleeve pipe. The sleeve pipe is sleeved on the outer side of the first square rod. A pin is inserted between the second through hole and one of the limiting holes.
[0011] In an embodiment of the present utility model, a plurality of equally spaced first through holes are opened on the right side of the second square rod. Limiting bolts are fixedly arranged on both sides of the first through hole.
[0012] In an embodiment of the present utility model, the wall connecting screw rod includes a screw rod. A connecting head is arranged at the left end of the screw rod. The connecting head is a T-shaped hollow tubular structure. The screw rod is threadedly connected to the two limiting bolts at any one of the first through holes.
[0013] In an embodiment of the present utility model, the embedded connecting piece is an internally threaded sleeve pipe. A plurality of washers are arranged on the right side of the internally threaded sleeve pipe. The washers are embedded inside the wall body. A fixing plate is arranged closely on the left side of the wall body. The left end of the internally threaded sleeve pipe is a butt joint portion. The screw rod is threadedly connected to the butt joint portion.
[0014] The beneficial effects of the present utility model are as follows: By adding a fixed cross bar and an adjusting longitudinal rod in the middle of the scaffold body, distributed support for the unloading platform is realized, effectively dispersing the load pressure, improving the bearing capacity of the platform, and avoiding the local instability phenomenon caused by excessive single-point stress; The flexible installation mechanism of the sleeve pipe and the pin between the adjusting longitudinal rod and the fixed cross bar, as well as the threaded connection between the wall connecting screw rod and the embedded connecting piece, enable the reinforcement structure to be flexibly adjusted and optimized according to the actual situation on site, not only improving the installation convenience, but also ensuring the stability and reliability of the connection. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following will briefly introduce the drawings required for the embodiments. It should be understood that the following drawings only show some embodiments of the present utility model, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, other related drawings can be obtained based on these drawings without creative efforts.
[0016] Figure 1 It is a structural schematic diagram of a wall connecting and tying reinforcement structure for an unloading platform provided by an embodiment of the present utility model;
[0017] Figure 2Schematic diagram of the wall connection and tie component provided by the embodiment of the present utility model;
[0018] Figure 3 is Figure 2 the enlarged view of part A in
[0019] Figure 4 is Figure 2 the enlarged view of part B in
[0020] Figure 5 Schematic diagram of the adjustable longitudinal rod provided by the embodiment of the present utility model.
[0021] In the figure: 1, scaffolding body; 2, wall; 3, wall connection and tie component; 30, fixed cross bar; 31, first square bar; 3101, limit hole; 32, fixed clamp; 3201, fastening sleeve; 3202, cushion block; 3203, fastener connection part; 3204, swivel fastener; 40, adjustable longitudinal rod; 41, second square bar; 4101, first through hole; 42, limit bolt; 43, sleeve; 4301, second through hole; 44, pin; 50, wall connecting screw; 51, lead screw; 52, connecting head; 60, embedded connecting piece; 61, internal thread sleeve; 62, washer; 63, fixing plate; 64, docking part. Specific embodiments
[0022] To make the objectives, technical solutions and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are some but not all of the embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.
[0023] Therefore, the detailed description of the embodiments of the present utility model provided in the accompanying drawings is not intended to limit the scope of the claimed present utility model, but merely represents selected embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.
[0024] Such as Figure 1-2As shown in the figure, the utility model provides a connecting wall tie and reinforcement structure for a discharging platform, which includes a scaffolding body 1. A connecting wall tie component 3 is arranged between the scaffolding body 1 and a wall 2. The connecting wall tie component 3 includes a fixed cross bar 30, an adjusting longitudinal bar 40, a wall connecting screw 50 and a pre-embedded connecting piece 60. There are two fixed cross bars 30, which are arranged in parallel on the right side of the scaffolding body 1. There are two adjusting longitudinal bars 40, which are both arranged between the two fixed cross bars 30. A pre-embedded connecting piece 60 is pre-embedded at the wall 2. The wall connecting screw 50 is threadedly connected to the adjusting longitudinal bar 40, penetrates through the left side of the adjusting longitudinal bar 40 and is threadedly connected to the pre-embedded connecting piece 60. When the adjusting longitudinal bar 40 is rotated, the scaffolding body 1 is tightened towards the wall 2. When the scaffolding body 1 is erected, by installing the fixed cross bar 30 and the adjusting longitudinal bar 40 in the middle of the scaffolding body 1 and adjusting the orientation of the adjusting longitudinal bar 40 to make it dock with the pre-embedded connecting piece 60 in the wall 2, and then threadedly connecting it to the adjusting longitudinal bar 40 and the pre-embedded connecting piece 60 respectively through the wall connecting screw 50 to tie and fix the scaffolding body 1, so as to enhance the overall stiffness and stability of the platform and ensure the safe and efficient progress of construction.
[0025] As Figure 2-3 shown, the fixed cross bar 30 includes a first square bar 31. A number of equally spaced limiting holes 3101 are opened on the right side of the first square bar 31. Fixed clamps 32 are arranged at both ends of the first square bar 31. The fixed clamp 32 includes fastening sleeves 3201 arranged at both ends of the first square bar 31. A cushion block 3202 is welded to the left side of the fastening sleeve 3201. A fastener connecting part 3203 is welded to the left side of the cushion block 3202. The function of the cushion block 3202 is to prevent the situation that the fastener connecting part 3203 is directly welded to the fastening sleeve 3201 and causes welding penetration, which affects the structural strength and integrity. A rotating fastener 3204 is movably arranged on the left side of the fastener connecting part 3203, and the diagonal bar on the scaffolding body 1 can be fixed in a rotatable manner. The rotating fastener 3204 is detachably connected to the cross bar on the right side of the scaffolding body 1.
[0026] In this embodiment, a reinforcing rib is arranged between the fastener connecting part 3203 and the cushion block 3202 to enhance the stability of the fixed cross bar 30 when fixed to the scaffolding body 1.
[0027] As Figure 5 shown, the adjusting longitudinal bar 40 includes a second square bar 41. Sleeve tubes 43 are respectively welded to the left side of the second square bar 41 near both ends. A second through hole 4301 is opened on the right side of the sleeve tube 43. The sleeve tube 43 is sleeved on the outside of the first square bar 31. A pin 44 is inserted between the second through hole 4301 and one of the limiting holes 3101. During specific installation, the position of the adjusting longitudinal bar 40 on the first square bar 31 can be adjusted according to the position of the pre-embedded connecting piece 60 to facilitate the subsequent docking of the wall connecting screw 50.
[0028] In this embodiment, a plurality of equally spaced first through holes 4101 are formed on the right side of the second square rod 41, and limiting bolts 42 are fixedly arranged on both sides of the first through holes 4101.
[0029] As Figure 2 and Figure 4 shown, the wall connecting screw 50 includes a screw rod 51, and a connecting head 52 is arranged at the left end of the screw rod 51. The connecting head 52 is a T-shaped hollow tubular structure, and the screw rod 51 is threadedly connected to the two limiting bolts 42 at any first through hole 4101.
[0030] In this embodiment, the embedded connecting member 60 is an internal thread sleeve 61, and a plurality of washers 62 are arranged on the right side thereof. The washers 62 are embedded inside the wall body 2, and a fixing plate 63 is arranged closely on the left side of the wall body 2. The left end of the internal thread sleeve 61 is a butt joint portion 64, and the screw rod 51 is threadedly connected to the butt joint portion 64.
[0031] Specifically, the working principle of the unloading platform wall connecting and reinforcing structure: During use, the fixed cross bar 30 is arranged on the right side of the scaffolding body 1 by rotating the fastener 3204, and at the same time, the position of the adjusting longitudinal bar 40 on the first square rod 31 is adjusted according to the position of the embedded connecting member 60 to make it in the same vertical direction. At this time, the appropriate first through hole 4101 is found by aligning the horizontal position, and then the wall connecting screw 50 passes through the two limiting bolts 42 here at one time and is finally connected to the butt joint portion 64 to complete the fixation of the scaffolding body 1. Through the above structure, the problem in the prior art that only the two sides of the platform are connected to the structural column, ignoring the necessary connection in the middle area of the platform, resulting in local instability of the overall structure when bearing complex loads and having a large potential safety hazard is solved.
[0032] The above further describes the present invention with the aid of specific embodiments. However, it should be understood that this specific description should not be construed as a limitation on the essence and scope of the present invention. Various modifications made by those of ordinary skill in the art to the above embodiments after reading this specification all fall within the scope protected by the present invention.
Claims
1. A connecting and tying reinforcement structure for a discharge platform, comprising a scaffold body (1), characterized in that, A connecting wall tie component (3) is provided between the scaffolding body (1) and the wall (2). The connecting wall tie component (3) includes a fixed cross bar (30), an adjustable longitudinal bar (40), a wall connecting screw (50) and an embedded connecting piece (60). There are two fixed cross bars (30), which are arranged in parallel on the right side of the scaffolding body (1). There are two adjustable longitudinal bars (40), both of which are arranged between the two fixed cross bars (30). An embedded connecting piece (60) is embedded at the wall (2). The wall connecting screw (50) is threadedly connected to the adjustable longitudinal bar (40), penetrates through the left side of the adjustable longitudinal bar (40) and is threadedly connected to the embedded connecting piece (60). When the adjustable longitudinal bar (40) is rotated, the scaffolding body (1) is tightened towards the wall (2).
2. The tie and reinforcement structure of the unloading platform according to claim 1, wherein The fixed cross bar (30) includes a first square bar (31). A number of equally spaced limiting holes (3101) are provided on the right side of the first square bar (31). Fixed clamps (32) are provided at both ends of the first square bar (31).
3. A wall connection and tie reinforcement structure for a discharging platform according to claim 2, characterized in that, The fixed clamp (32) includes fastening sleeves (3201) provided at both ends of the first square bar (31). A cushion block (3202) is welded to the left side of the fastening sleeve (3201). A fastener connecting part (3203) is welded to the left side of the cushion block (3202). A rotating fastener (3204) is movably provided on the left side of the fastener connecting part (3203). The rotating fastener (3204) is detachably connected to the cross bar on the right side of the scaffolding body (1).
4. A wall connection and tie reinforcement structure for a discharging platform according to claim 3, characterized in that, A reinforcing rib is provided between the fastener connecting part (3203) and the cushion block (3202).
5. A wall-connected and tie-reinforced structure for a discharge platform according to claim 2, characterized in that, The adjustable longitudinal bar (40) includes a second square bar (41). Sleeves (43) are respectively welded to the left side of the second square bar (41) near both ends. A second through hole (4301) is provided on the right side of the sleeve (43). The sleeve (43) is sleeved on the outside of the first square bar (31). A pin (44) is inserted between the second through hole (4301) and one of the limiting holes (3101).
6. The tie and reinforcement structure of the unloading platform connecting wall according to claim 5, characterized in that, A number of equally spaced first through holes (4101) are provided on the right side of the second square bar (41). Limit bolts (42) are fixedly provided on both sides of the first through hole (4101).
7. A wall connection and tie reinforcement structure for a discharge platform according to claim 6, characterized in that, The wall connecting screw (50) includes a lead screw (51). A connecting head (52) is provided at the left end of the lead screw (51). The connecting head (52) is a T-shaped hollow tubular structure. The lead screw (51) is threadedly connected to the two limit bolts (42) at any one of the first through holes (4101).
8. A wall connecting and tie reinforcement structure for a discharging platform according to claim 7, characterized in that, The embedded connecting piece (60) is an internal thread sleeve (61). A number of washers (62) are provided on the right side of it. The washers (62) are embedded inside the wall (2). A fixing plate (63) is provided close to the left side of the wall (2). The left end of the internal thread sleeve (61) is a docking part (64). The lead screw (51) is threadedly connected to the docking part (64).