Connecting joint of cylinder wall and scaffold
By embedding the embedded plate and anchor ribs on the cylinder wall during caisson construction, and combining the auxiliary connecting rod and L-shaped insertion rod of the pull-up rod, a stable connection node between the cylinder wall and the scaffold is designed to solve the cylinder wall. The problem of unstable connection between the lower section and the double row scaffolding achieves the safety and economical construction.
Patent Information
- Application Number
- CN202420034073.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-08
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2034-01-08
AI Technical Summary
During caisson construction, there is an unstable problem in the connection between the lower section of the cylinder wall and the double row scaffolding. Especially when the two sections of prefabricated wellbores sink in one go, the height of the outer scaffolding is high, and the fixing by the throwing support alone is not enough to prevent external convexation. .
Design a connection node between the cylinder wall and the scaffolding. By burying the embedded plate and anchor ribs on the cylinder wall, and setting a connecting sleeve on the embedded plate, combining the auxiliary connecting rod and the L-shaped inserting rod of the pull-up rod. Fixed by plugging and welding, a stable connection structure is formed.
It realizes a stable connection between the cylinder wall and the scaffolding, avoids the risk of exterior convex, has reasonable structural stress, is convenient to install and dismantle, is fast to construct, is low in cost, is reusable, is green and environmentally friendly, and effectively reduces construction costs.
Smart Images

Figure CN222435839U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of caisson construction, in particular to a connection node between a caisson wall and a scaffold. Background Art
[0002] The shaft is usually manufactured in sections and sunk in batches. The first section is constructed only when the strength of the cutting edge reaches 100% before excavation and sinking. The remaining sections are generally prefabricated in two sections, and it is more common to sink them in one go. When prefabricating the shaft, a double row of ground scaffolding needs to be erected on the outside of the shaft wall. During construction, the outer double row of scaffolding needs to be connected and fixed to the lower structure of the shaft wall to prevent tilting or instability.
[0003] For example, in a method for erecting scaffolding for cyclone caisson construction with application number CN201911013086.0, in the prior art, a guy prop is usually used to prevent the scaffolding from tilting outward. However, the caisson method is prefabricated in two sections. When the two sections of the cylinder wall are constructed at one time, the height of the outer scaffolding is often 10m~16m. If only a guy prop is used for fixing, there is a problem of unstable fixation. Therefore, a connecting structure is required to connect the outer side of the lower section of the cylinder wall with the double-row scaffolding. How to set the connection node between the outer side of the lower section of the cylinder wall and the double-row scaffolding is the main technical problem to be solved in this application. Utility Model Content
[0004] In view of the deficiencies in the prior art, the utility model aims to provide a connection node between a tube wall and a scaffolding which can effectively prevent the scaffolding from tilting outward and has simple construction.
[0005] The technical solution adopted by the utility model to solve its technical problems is:
[0006] A connection node between a cylinder wall and a scaffolding, wherein embedded parts are arranged at intervals on the cylinder wall, the embedded parts include embedded plates, one side of the embedded plates is provided with anchor bars, and the other side is provided with vertical connecting sleeves, the embedded plates and anchor bars are embedded in the cylinder wall, one side of the embedded plates with the connecting sleeve is flush with the outer side of the cylinder wall, and the connecting sleeve is exposed on the cylinder wall; a tie rod is also connected to the scaffolding, and the tie rod is inserted into the connecting sleeve at one end close to the cylinder wall.
[0007] Compared with the prior art, the utility model adopting the above technical solution has the following outstanding features:
[0008] The utility model discloses a kind of novel structure, and its structure is simple, convenient and economical to install and dismantle, and its structure is simple to install and dismantle, and its structure is easy ...
[0009] As a preferred embodiment, a further technical solution of the utility model is:
[0010] The tie rod includes an auxiliary connecting rod and an L-shaped plug rod. The auxiliary connecting rod is connected to the scaffolding through a connecting fastener. The vertical part of the L-shaped plug rod is inserted into the connecting sleeve, and the horizontal part is welded and fixed to the auxiliary connecting rod. The tie rod is a split structure to avoid the tie rod being too long, which may easily cause the scaffolding to collide during installation and is easy to install.
[0011] The tie rod includes an auxiliary connecting rod and an L-shaped plug rod. The auxiliary connecting rod is connected to the scaffolding through a connecting fastener. The horizontal part of the L-shaped plug rod is slidably connected to the other end of the auxiliary connecting rod, and the vertical part is inserted in the connecting sleeve. The tie rod is a retractable structure, which is easy to install and convenient for turnover.
[0012] An elongated hole is arranged on the auxiliary connecting rod, and a screw is arranged on the horizontal part of the L-shaped plug rod. The screw rod passes through the elongated hole and can slide along the elongated hole, and a locking nut is arranged on the screw rod. After the vertical part of the L-shaped plug rod is inserted into the connecting sleeve, it is locked and fixed by the locking nut to prevent sliding.
[0013] One end of the L-shaped plug rod inserted in the auxiliary connecting rod is provided with an anti-drop plate at its end, and a baffle is correspondingly provided at the end of the auxiliary connecting rod to prevent the L-shaped plug rod from falling out of the auxiliary connecting rod and to prevent parts from being lost during the turnover of parts. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 It is a structural schematic diagram of the connection node between the cylinder wall and the scaffolding in the embodiment of the utility model;
[0015] Figure 2 It is a side view structural schematic diagram of the embedded part in the embodiment of the utility model;
[0016] Figure 3 It is a front view structural schematic diagram of the embedded parts in the embodiment of the utility model;
[0017] Figure 4 It is a structural schematic diagram of a tie rod in an embodiment of the utility model;
[0018] Figure 5 It is a schematic diagram of the connection structure between the auxiliary connecting rod and the L-shaped plug rod.
[0019] Explanation of the reference numerals: 1. Cylinder wall; 2. External frame vertical poles; 3. External frame longitudinal poles; 4. External frame transverse poles; 5. Embedded parts; 501. Embedded plates; 502. Anchor bars; 503. Connecting sleeves; 6. Tie rods; 601. Auxiliary connecting rods; 602. L-shaped plug rods; 7. Connecting fasteners; 8. Screws; 9. Anti-slip plates; 10. Baffles. DETAILED DESCRIPTION
[0020] The present invention is further described below in conjunction with specific embodiments, the purpose of which is only to provide a better understanding of the content of the present invention. Therefore, the examples given do not limit the protection scope of the present invention.
[0021] like Figures 1 to 3 As shown, this embodiment discloses a connection node between a cylinder wall and a scaffold, comprising a shaft cylinder wall 1, a double-row scaffold is arranged on the outer side of the cylinder wall 1, the double-row scaffold comprises an outer frame upright 2, and the outer frame upright 2 is connected to an outer frame longitudinal rod 3 and an outer frame transverse rod 4 through a connecting fastener 7; embedded parts 5 are arranged at intervals on the cylinder wall 1, and the embedded parts 5 comprise embedded plates 501, and anchor bars 502 are arranged on one side of the embedded plates 501; in this embodiment, four anchor bars 502 are arranged; a connecting sleeve 503 is arranged on the other side of the embedded plate 501, and the connecting sleeve 503 is arranged longitudinally, and the embedded plate 501 and the anchor bars 502 are embedded in the cylinder wall 1, and one side of the embedded plate 501 with the connecting sleeve 503 is flush with the outer side of the cylinder wall 1, and the connecting sleeve 503 is exposed on the cylinder wall 1; a tie rod 6 is also connected to the scaffold, and the tie rod 6 is inserted into the connecting sleeve 503 at one end close to the cylinder wall 1.
[0022] Embodiment 2, as Figure 4 The tie rod 6 includes an auxiliary connecting rod 601 and an L-shaped plug rod 602. The auxiliary connecting rod 601 is connected to the scaffold through a connecting fastener 7. The vertical portion of the L-shaped plug rod 602 is inserted into the connecting sleeve 503, and the horizontal portion is welded and fixed to the auxiliary connecting rod 601.
[0023] When in use, the embedded parts 5 are first embedded in the wellbore, and the anchor bars 502 are tied and fixed to the steel bars of the cylinder wall 1 before the wellbore is poured. A through hole is provided on the pouring template of the cylinder wall 1 corresponding to the connecting sleeve 503, and a double-row scaffolding is erected around the outside of the wellbore; then, the tie rod 6 is installed, and the auxiliary connecting rod 601 of the tie rod 6 is first connected to the double-row scaffolding through the connecting fastener 7; then, the vertical part of the L-shaped plug rod 602 is inserted into the connecting sleeve 503, and then the horizontal part of the L-shaped plug rod 602 is welded to the auxiliary connecting rod 601.
[0024] Embodiment three, as Figure 5 In this embodiment, the tie rod 6 is a retractable structure. Specifically, the tie rod 6 includes an auxiliary connecting rod 601 and an L-shaped plug rod 602. The auxiliary connecting rod 601 is connected to the outer frame longitudinal rod 3 of the scaffolding through a connecting fastener 7. A sliding groove is provided at one end of the auxiliary connecting rod 601 close to the tube wall 1. The horizontal part of the L-shaped plug rod 602 is slidably inserted in the sliding groove of the auxiliary connecting rod 601, and the vertical part of the L-shaped plug rod 602 is inserted in the connecting sleeve 503.
[0025] Embodiment 4, on the basis of embodiment 3, a locking mechanism is provided on the tie rod 6, and the locking mechanism includes an elongated hole provided on the auxiliary connecting rod 601, the elongated hole is located on the upper side of the slide groove, a screw rod 8 is provided on the horizontal part of the L-shaped plug rod 602, the screw rod 8 passes through the elongated hole and can slide along the elongated hole, and a locking nut is provided on the screw rod 8; after loosening the locking nut, the L-shaped plug rod 602 can slide along the slide groove, and after tightening the locking nut, the L-shaped plug rod 602 and the auxiliary connecting rod 601 are locked.
[0026] Embodiment 5, based on embodiment 3, in order to prevent the L-shaped rod 602 from falling out, an end of the L-shaped rod 602 inserted in the auxiliary connecting rod 601 is provided with an anti-fall-off plate 9, and a baffle 10 is correspondingly provided at the end of the auxiliary connecting rod 601.
[0027] When in use, the embedded part 5 is embedded in the same way as in Example 2. When installing the tie rod 6, first connect the auxiliary connecting rod 601 of the tie rod 6 to the double-row scaffolding through the connecting fastener 7; then, loosen the locking nut, insert the vertical part of the L-shaped plug rod 602 into the connecting sleeve 503, and then tighten the locking nut to lock and fix the auxiliary connecting rod 601 and the L-shaped plug rod 602; this structure is quick to assemble and disassemble, easy to use, green and environmentally friendly, and can effectively reduce construction costs.
[0028] The utility model can also be applied to the connection nodes between the scaffolding and the wall structure on both sides of the inner and outer sides of the basement wall.
[0029] The above description is only a preferred feasible embodiment of the present utility model, and does not limit the scope of rights of the present utility model. All equivalent changes made using the contents of the present utility model specification and its drawings are included in the scope of rights of the present utility model.
Claims
1. A connection node between a tube wall and a scaffold, characterized in that: Embedded parts (5) are arranged at intervals on the cylinder wall (1), and the embedded parts (5) include embedded plates (501). An anchor bar (502) is arranged on one side of the embedded plate (501), and a vertical connecting sleeve (503) is arranged on the other side. The embedded plate (501) and the anchor bar (502) are embedded in the cylinder wall (1). The side of the embedded plate (501) with the connecting sleeve (503) is flush with the outer side of the cylinder wall (1), and the connecting sleeve (503) is exposed on the cylinder wall (1). A tie rod (6) is also connected to the scaffolding, and the end of the tie rod (6) close to the cylinder wall (1) is inserted into the connecting sleeve (503).
2. The connection node between the cylinder wall and the scaffolding according to claim 1, characterized in that: The tie rod (6) comprises an auxiliary connecting rod (601) and an L-shaped plug rod (602). The auxiliary connecting rod (601) is connected to the scaffold through a connecting fastener (7). The vertical portion of the L-shaped plug rod (602) is inserted into the connecting sleeve (503), and the horizontal portion is fixed to the auxiliary connecting rod (601) by welding.
3. The connection node between the tube wall and the scaffold according to claim 1, characterized in that: The tie rod (6) comprises an auxiliary connecting rod (601) and an L-shaped plug rod (602). The auxiliary connecting rod (601) is connected to the scaffold through a connecting fastener (7). The horizontal portion of the L-shaped plug rod (602) is slidably connected to the other end of the auxiliary connecting rod (601), and the vertical portion is inserted into the connecting sleeve (503).
4. The connection node between the cylinder wall and the scaffolding according to claim 3, characterized in that: The auxiliary connecting rod (601) is provided with a long hole, and the horizontal portion of the L-shaped plug rod (602) is provided with a screw rod (8). The screw rod (8) passes through the long hole and can slide along the long hole, and a locking nut is provided on the screw rod (8).
5. The connection node between the cylinder wall and the scaffolding according to claim 4, characterized in that: One end of the L-shaped plug rod (602) plugged into the auxiliary connecting rod (601) is provided with an anti-drop plate (9) at its end, and a baffle plate (10) is correspondingly provided at the end of the auxiliary connecting rod (601).
Citation Information
Patent Citations
Erecting construction method for scaffold for cyclone pool open caisson construction
CN110747875A