Disc buckle type scaffold connecting structure

Abstract

The utility model discloses a ring lock type scaffold connecting structure, and relates to the technical field of scaffolds. The utility model comprises: a plurality of vertical rods; the number of the fixing sleeves is multiple, the multiple fixing sleeves are fixedly installed on the outer surface of the vertical rod in a linear array distribution mode, a square disc is fixedly installed on the outer surface of each fixing sleeve, and four partition plates are fixedly installed between each square disc and the corresponding fixing sleeve in an annular array distribution mode; the four partition plates divide the interior of the square plate into four buckle grooves. And the cross rod is detachably mounted between the two square plates. According to the utility model, the cross rods and the inclined rods are directly inserted and clamped, so that not only is the installation quick and simple, but also the stability of the whole scaffold is improved, and due to the installation and connection mode, a large number of bolts do not need to be carried and installed, the labor intensity of workers is greatly reduced, the working efficiency of scaffold installation is improved, and the scaffold is convenient for people to use.

Description

Technical Field

[0001] The utility model relates to the technical field of scaffolding, in particular to a disc-type scaffolding connection structure. Background Art

[0002] Scaffolding is an important support system in construction projects, with the advantages of high installation efficiency, no pollution to the environment, and economical and practical. With the acceleration of urbanization, scaffolding is widely used in various performance stages, temporary stand facilities, pedestrian bridges, broadcast towers, etc.

[0003] The existing scaffolding is installed using a structure fixed by pins. A large number of pins need to be carried during assembly, and the pins need to be inserted and fixed at each vertical pole connection. The operation is cumbersome and requires a large amount of manpower, which greatly increases the labor intensity of the staff and reduces the efficiency of the scaffolding assembly work. It is inconvenient for people to use. In order to solve the above-mentioned problems, the utility model provides a disc-type scaffolding connection structure. Utility Model Content

[0004] The purpose of the utility model is to solve the problems raised in the above background technology, and the utility model provides a disc-type scaffolding connection structure.

[0005] In order to achieve the above-mentioned purpose, the utility model specifically adopts the following technical scheme: a disc-type scaffolding connection structure, comprising: a plurality of vertical poles; a plurality of fixed sleeves, wherein the plurality of fixed sleeves are distributed in a linear array and fixedly installed on the outer surface of the vertical pole, a square disk is fixedly installed on the outer surface of the fixed sleeve, four partition plates are distributed in a ring array and fixedly installed between the square disk and the fixed sleeve, and the four partition plates divide the interior of the square disk into four buckle grooves; a cross bar, wherein the cross bar is detachably installed between two square disks, two plug-in plates are fixedly installed at two diagonal positions at both ends of the cross bar, and the two plug-in plates are respectively inserted in the two buckle grooves, an inclined rod is detachably installed between the two cross bars on the same vertical plane, and a sleeve plate is fixedly installed on the top and bottom of the inclined rod, and the sleeve plate is clamped on the cross bar.

[0006] Furthermore, a connecting plate is fixedly installed between every two of the plug plates, and the connecting plate is placed on the top of the square plate.

[0007] Furthermore, a support tube is sleeved on the top of the vertical pole, and a base plate is fixedly installed on the bottom of the support tube.

[0008] Furthermore, a plurality of reinforcing cones are fixedly mounted on the bottom of the base plate.

[0009] Furthermore, a shock-absorbing assembly for scaffolding shock absorption is installed between the bottom of the inner wall of the support tube and the bottom of the vertical pole.

[0010] Furthermore, the shock absorbing assembly includes a shock absorbing spring fixedly installed between the bottom of the inner wall of the support tube and the bottom of the vertical pole, and a damper is fixedly installed between the bottom of the inner wall of the support tube and the bottom of the vertical pole.

[0011] The beneficial effects of the utility model are as follows:

[0012] The utility model directly inserts and installs the cross bars and the diagonal bars through the card connection, which is not only quick and simple to install, but also improves the stability of the overall scaffolding. This installation and connection method does not need to carry and install a large number of pins, greatly reduces the labor intensity of the staff, improves the work efficiency of the scaffolding installation, and is convenient for people to use. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a three-dimensional structural diagram of the utility model;

[0014] Figure 2 This utility model Figure 1 A three-dimensional structural cross-sectional view;

[0015] Figure 3 This utility model Figure 1 The three-dimensional structure diagram of the middle cross plate;

[0016] Figure 4 This utility model Figure 1 Top view plan structure diagram.

[0017] Figure numerals: 1. vertical pole; 2. fixing sleeve; 3. square plate; 4. partition plate; 5. snap groove; 6. cross bar; 7. plug plate; 8. diagonal rod; 9. sleeve plate; 10. connecting plate; 11. supporting tube; 12. bottom plate; 13. reinforcing cone; 14. shock absorbing assembly; 141. shock absorbing spring; 142. damper. DETAILED DESCRIPTION

[0018] In order to make the purpose, technical solution and advantages of the embodiments of the present utility model clearer, the technical solution in the embodiments of the present utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the present utility model.

[0019] like Figure 1-4 As shown, a disc-type scaffold connection structure proposed in one embodiment of the utility model comprises: a plurality of vertical poles 1;

[0020] A plurality of fixed sleeves 2 are arranged in a linear array and fixedly mounted on the outer surface of the vertical pole 1. A square plate 3 is fixedly mounted on the outer surface of the fixed sleeve 2. Four partition plates 4 are arranged in a circular array and fixedly mounted between the square plate 3 and the fixed sleeve 2. The four partition plates 4 divide the interior of the square plate 3 into four buckle grooves 5.

[0021] A cross bar 6 is detachably installed between the two square plates 3. Two plug plates 7 are fixedly installed at two diagonal positions at both ends of the cross bar 6. The two plug plates 7 are respectively inserted into the two buckle grooves 5. An inclined rod 8 is detachably installed between the two cross bars 6 on the same vertical plane. A sleeve plate 9 is fixedly installed on the top and bottom of the inclined rod 8. The sleeve plate 9 is clamped on the cross bar 6.

[0022] When the scaffolding needs to be assembled, firstly, the two adjacent upright poles 1 are vertically erected, and then the plug plates 7 at both ends of the cross bar 6 are respectively inserted into the buckle grooves 5, so as to complete the installation of the cross bar 6, and then the diagonal rod 8 can be installed. After the position of the lower end of the diagonal rod 8 is determined, the cross bar 6 above the diagonal rod 8 can be installed. Similarly, the plug plates 7 on the other cross bars 6 can be directly inserted into the buckle grooves 5. During the installation, the sleeve plate 9 at the upper end of the diagonal rod 8 can be clamped and limited to the upper cross bar 6. Two cross bars 6 are limited and clamped with a sleeve plate 9. The diagonal rod 8 is used to improve the scaffolding. The stability of the scaffolding is improved. When the upper cross bar 6 is subjected to force, the diagonal bar 8 below it can support part of the pressure to avoid excessive pressure on the cross bar 6 affecting its support instability. By directly inserting and installing the cross bar 6 and the diagonal bar 8 for card connection, not only the installation is fast and simple, but also the stability of the overall scaffolding is improved. Every two plug-in plates 7 are inserted into a card buckle groove 5, and the internal structure is stably combined, and the space vacancy in the card buckle groove 5 will not cause the scaffolding to be unstable. This installation and connection method does not require the installation of a large number of pins, which greatly reduces the labor intensity of the staff, improves the work efficiency of the scaffolding installation, and is convenient for people to use.

[0023] Therefore, compared with the prior art, the utility model not only installs quickly and simply by directly plugging and installing the horizontal bars and diagonal bars, but also improves the stability of the overall scaffolding. This installation and connection method does not require carrying and installing a large number of pins, greatly reduces the labor intensity of the staff, improves the work efficiency of the scaffolding installation, and is convenient for people to use.

[0024] like Figure 3 As shown, in some embodiments, a connecting plate 10 is fixedly installed between every two of the plug plates 7 , and the connecting plate 10 is placed on the top of the square plate 3 .

[0025] The connection plate 10 is arranged so that the square plate 3 contacts and supports the connection plate 10, which can provide more supported area for the plug plate 7, so that the force borne by the plug plate 7 is dispersed to the connection plate 10, making the plug arrangement more stable and improving the support stability of the scaffolding.

[0026] like Figure 2 As shown, in some embodiments, a support tube 11 is sleeved on the top of the vertical pole 1 , and a base plate 12 is fixedly installed on the bottom of the support tube 11 .

[0027] The installation method of the support tube 11 is that when the scaffold is installed, the bottom of the vertical pole 1 is directly inserted into the support tube 11, so that the vertical pole 1 is vertical and easy to install. At the same time, the setting of the support tube 11 and the base plate 12 increases the supporting area of ​​the bottom of the vertical pole 1, thereby improving the overall stability of the scaffold.

[0028] like Figure 2 As shown, in some embodiments, a plurality of reinforcing cones 13 are fixedly mounted on the bottom of the base plate 12 .

[0029] The reinforcing cone 13 is used to increase the friction between the bottom plate 12 and the ground, thereby improving the overall stability of the scaffold.

[0030] like Figure 2 As shown, in some embodiments, a shock absorbing assembly 14 for scaffold shock absorption is installed between the bottom of the inner wall of the support tube 11 and the bottom of the upright pole 1 .

[0031] The shock-absorbing assembly 14 is used to buffer the inertial vibration of the shock-absorbing scaffolding when it is in use and is impacted by falling external objects, thereby reducing the vibration amplitude and improving the stable support of the shock-absorbing assembly 14 .

[0032] like Figure 2 As shown, in some embodiments, the shock absorbing assembly 14 includes a shock absorbing spring 141 fixedly installed between the bottom of the inner wall of the support tube 11 and the bottom of the upright pole 1, and a damper 142 is fixedly installed between the bottom of the inner wall of the support tube 11 and the bottom of the upright pole 1.

[0033] Generally, the stress points of a scaffold are all on the crossbar 6. When subjected to a downward impact force, the vertical bar 1 will move downward, thereby squeezing the shock-absorbing spring 141 and the damper 142. The rebound force generated by the squeezed shock-absorbing spring 141 cooperates with the damper 142 to produce a buffering and shock-absorbing effect, thereby buffering and shock-absorbing the downward impact force and reducing the supporting stability of the scaffold.

[0034] The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A disc-type scaffolding connection structure, characterized in that: include: A plurality of upright poles (1); A plurality of fixed sleeves (2), the plurality of fixed sleeves (2) being fixedly mounted on the outer surface of the upright pole (1) in a linear array distribution, a square plate (3) being fixedly mounted on the outer surface of the fixed sleeve (2), four partition plates (4) being fixedly mounted in a circular array distribution between the square plate (3) and the fixed sleeve (2), the four partition plates (4) dividing the interior of the square plate (3) into four buckle grooves (5); A cross bar (6) is detachably mounted between the two square plates (3); two plug plates (7) are fixedly mounted at two diagonal positions at both ends of the cross bar (6); the two plug plates (7) are respectively inserted into the two buckle grooves (5); an inclined bar (8) is detachably mounted between the two cross bars (6) on the same vertical plane; a sleeve plate (9) is fixedly mounted at the top and bottom of the inclined bar (8); the sleeve plate (9) is snap-connected to the cross bar (6).

2. A disc-type scaffolding connection structure according to claim 1, characterized in that: A connecting plate (10) is fixedly installed between every two of the plug plates (7), and the connecting plate (10) is placed on the top of the square plate (3).

3. The disc-type scaffolding connection structure according to claim 1 is characterized in that: A support tube (11) is sleeved on the top of the vertical pole (1), and a bottom plate (12) is fixedly mounted on the bottom of the support tube (11).

4. A disc-type scaffolding connection structure according to claim 3, characterized in that: A plurality of reinforcing cones (13) are fixedly mounted on the bottom of the base plate (12).

5. A disc-type scaffolding connection structure according to claim 4, characterized in that: A shock absorbing assembly (14) for scaffold shock absorption is installed between the bottom of the inner wall of the support tube (11) and the bottom of the upright pole (1).

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