CN211396570U

CN211396570U - Cantilever scaffold frame cantilever girder steel integral combination can have enough to meet need anchor assembly

Info

Publication number: CN211396570U
Application number: CN201921925189.XU
Authority: CN
Inventors: 毛艇; 孙雨丽; 毛倩倩; 王瑶
Original assignee: Zhongqi Jiaojian Group Corp Ltd
Current assignee: Zhongqi Jiaojian Group Corp Ltd
Priority date: 2019-11-10
Filing date: 2019-11-10
Publication date: 2020-09-01
Anticipated expiration: 2029-11-10

Abstract

The utility model discloses an overhanging scaffold overhanging steel beam integral combination turnover anchoring part, which comprises an overhanging steel beam, wherein the lower end of the overhanging steel beam is provided with a plate steel beam, the lower end of the plate steel beam is provided with a fixed steel plate, both sides of the fixed steel plate are connected with one side of the lower end of a connecting steel plate, two groups of connecting steel plates are respectively arranged at both sides of the overhanging steel beam and the plate steel beam, a supporting steel plate is arranged between the upper ends of the two groups of connecting steel plates in an alternating manner, the supporting steel plate is arranged at the upper end of the overhanging steel beam, one side of the supporting steel plate is provided with a fixing device on the connecting steel plate, both sides of the fixed steel plate are connected with one side of the lower ends of the two groups of connecting steel plates in a connecting manner through two groups of bolts, the fixing device comprises a fixing hook, the fixing hook is arranged at one side, the lower end of the movable rod penetrates through the upper end of the fixed frame, the lower end of the movable rod is provided with a baffle, and the baffle is located on the inner side of the fixed frame.

Description

Cantilever scaffold frame cantilever girder steel integral combination can have enough to meet need anchor assembly

Technical Field

The utility model relates to a building field particularly, relates to a scaffold frame of encorbelmenting girder steel whole combination can have enough to meet need anchor assembly.

Background

At present, in a method for erecting each layer of high-rise buildings, the bottom of a vertical rod is abutted against building parts such as floor slabs, beams or walls, the vertical rod is obliquely fixed outwards, a cross rod and a scaffold board are erected on the upper part of the vertical rod to form a construction layer, the construction is carried out for one layer, and after the vertical rod is turned to the upper layer, a scaffold is erected again to provide the construction of the upper layer. An anchoring part is needed to be used in the fixing process of the cantilever scaffold and the cantilever steel beam,

the anchoring part has the defects that the U-shaped ring is easy to deviate in installation and positioning, the using amount of the steel bars is large, the steel bars cannot be used for multiple times, the resource waste is caused, the construction is troublesome, and the manufacturing cost is very high.

SUMMERY OF THE UTILITY MODEL

The technical task of the utility model is not enough more than to, provide a scaffold that encorbelments frame girder steel whole combination of encorbelmenting and can have enough to meet the need anchor assembly, solve the U type ring installation location in the anchor assembly and easily take place the deviation, the reinforcing bar use amount is big, can not reuse many times, causes the problem of wasting of resources.

The technical scheme of the utility model is realized like this:

the utility model provides a scaffold frame of encorbelmenting girder steel whole combination can have enough to meet need anchor assembly, is including the girder steel of encorbelmenting, the lower extreme of the girder steel of encorbelmenting is equipped with the girder steel of board, the lower extreme of girder steel of board is equipped with fixed steel sheet, the both sides of fixed steel sheet all are connected with connecting steel plate's lower extreme one side, and, two sets of connecting steel plate is located respectively the girder steel of encorbelmenting reaches the both sides of girder steel of board, it is two sets of alternate between connecting steel plate's the upper end and be equipped with supporting steel plate, supporting steel plate is located the upper end of the.

Preferably, both sides of the fixed steel plate are connected with one side of the lower ends of the two groups of connecting steel plates through two groups of bolts.

Preferably, fixing device includes the fixed hook, the fixed hook is located one side of supporting steel plate, the lower extreme of fixed hook is equipped with solid fixed ring, gu fixed ring's lower extreme is equipped with the movable rod, the lower extreme interlude of movable rod is equipped with the mount, and, the lower extreme of movable rod runs through the upper end of mount.

Preferably, the lower end of the movable rod is provided with a baffle, the baffle is located on the inner side of the fixing frame, the two sides of the fixing frame are provided with limit grooves, and the two sides of the baffle are provided with stop blocks located in the limit grooves.

Preferably, the lower end of the fixed frame is provided with a handle, and the handle is connected with the fixed frame through a movable shaft.

Preferably, the upper end of the handle is movably connected with the two groups of fixing blocks, and the two groups of fixing blocks are located on one side of the connecting steel plate.

Preferably, one side of the lower end of the handle is provided with a clamping block, and two sides of the clamping block are connected with the connecting steel plate through a second bolt.

The utility model has the advantages that:

1. the utility model has the advantages of convenient installation, accurate positioning, rapid operation, low cost saving and environmental protection, and can ensure the stress requirement of the anchoring part through the connection of a plurality of groups of steel plates;

2. can dismantle and assemble supporting steel plate, steel connection plate through fixing device, and then can have enough to meet the need cyclic utilization, it is extravagant to have practiced thrift the reinforcing bar that traditional anchor ring caused, still effectual influence of having avoided to board girder steel installation quality.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a front view of an overhung steel beam integral combination turnover anchoring part of an overhung scaffold according to an embodiment of the invention;

fig. 2 is a side view of an overhung steel beam integrated assembly turnover anchoring part of the overhanging scaffold according to the embodiment of the invention;

fig. 3 is a schematic structural diagram of a fixing device according to an embodiment of the present invention.

In the figure:

1. cantilever steel beam; 2. a plate steel beam; 3. fixing a steel plate; 4. connecting steel plates; 5. a support steel plate; 6. a fixing device; 7. a first bolt; 8. a fixed hook; 9. a fixing ring; 10. a movable rod; 11. a fixed mount; 12. a baffle plate; 13. a limiting groove; 14. a stopper; 15. a handle; 16. a movable shaft; 17. a fixed block; 18. a clamping block; 19. and a second bolt.

Detailed Description

The invention will be further explained with reference to the drawings and the specific embodiments.

An embodiment, as shown in fig. 1-2, according to the utility model discloses a scaffold that encorbelments scaffold frame girder steel whole combination of encorbelmenting can have enough to meet need anchor assembly, including girder steel 1 encorbelments, girder steel 1's the lower extreme of encorbelmenting is equipped with girder steel 2, girder steel 2's the lower extreme is equipped with fixed steel sheet 3, fixed steel sheet 3's both sides all are connected with connecting steel sheet 4's lower extreme one side, and, two sets of connecting steel sheet 4 are located the both sides of encorbelmenting girder steel 1 and girder steel 2 respectively, it is equipped with supporting steel sheet 5 to alternate between two sets of connecting steel sheet 4's the upper end, supporting steel sheet 5 is located girder steel 1's the upper end of encorbelmenting, one side of supporting steel sheet 5 just is located and is equipped with fixing device 6 on the.

The structure and function of the fixing device 6 will be described in detail below.

As shown in fig. 3, fixing device 6 includes fixed hook 8, fixed hook 8 is located one side of supporting steel plate 5, the lower extreme of fixed hook 8 is equipped with solid fixed ring 9, the lower extreme of solid fixed ring 9 is equipped with movable rod 10, the lower extreme interlude of movable rod 10 is equipped with mount 11, and, the lower extreme of movable rod 10 runs through the upper end at mount 11, the lower extreme of movable rod 10 is equipped with baffle 12, and, baffle 12 is located the inboard of mount 11, the both sides of mount 11 are equipped with spacing groove 13, the both sides of baffle 12 and the inside that is located spacing groove 13 are equipped with dog 14.

As shown in fig. 3, a handle 15 is arranged at the lower end of the fixed frame 11, the handle 15 is connected with the fixed frame 11 through a movable shaft 16, the upper end of the handle 15 is movably connected with two sets of fixing blocks 17, the two sets of fixing blocks 17 are both located on one side of the connecting steel plate 4, a clamping block 18 is arranged on one side of the lower end of the handle 15, and two sides of the clamping block 18 are connected with the connecting steel plate 4 through a second bolt 19.

For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.

In practical application: through fixed steel sheet 3, install respectively around girder steel 1 and the slab steel roof beam 2 of encorbelmenting by connector plate 4 and supporting steel plate 5, at this moment, through bolt 7 with fixed steel sheet 3, connector plate 4 connects, rethread fixing device 6 connects connector plate 4 and supporting steel plate 5, drive handle 15 downstream, make handle 15 drive the lower extreme motion of mount 11, and then the spacing groove 13 of mount 11 both sides drives dog 14 downstream, make dog 14 drive baffle 12 downstream, and then baffle 12 drives movable rod 10 downstream, make the upper end of movable rod 10 drive solid fixed ring 9 and move on fixed hook 8, the lower extreme of handle 15 is fixed to rethread fixture block 18, at this moment, anchor assembly installation is accomplished, and convenient the dismantlement.

In conclusion, by means of the technical scheme of the utility model, the utility model has the advantages of convenient installation, accurate positioning, rapid operation, low cost saving and environmental protection, and can ensure the stress requirement of the anchoring part through the connection of a plurality of groups of steel plates; can dismantle and assemble supporting steel plate 5, steel connection plate 4 through fixing device 6, and then can have enough to meet the need cyclic utilization, it is extravagant to have practiced thrift the reinforcing bar that traditional anchor ring caused, still effectual avoided the influence to plate girder steel 2 installation quality.

Through the above detailed description, the person skilled in the art can easily realize the present invention. It should be understood, however, that the intention is not to limit the invention to the particular embodiments described. On the basis of the disclosed embodiments, a person skilled in the art can combine different technical features at will, thereby implementing different technical solutions.

Claims

1. The utility model provides a scaffold frame of encorbelmenting girder steel whole combination can have enough to meet need anchor assembly, a serial communication port, including girder steel (1) of encorbelmenting, the lower extreme of girder steel (1) of encorbelmenting is equipped with girder steel (2), the lower extreme of girder steel (2) is equipped with solid fixed steel board (3), the both sides of solid fixed steel board (3) all are connected with lower extreme one side of linking bridge (4), and, two sets of linking bridge (4) are located respectively girder steel (1) of encorbelmenting reaches the both sides of girder steel (2), two sets of interlude between the upper end of linking bridge (4) and be equipped with supporting steel board (5), supporting steel board (5) are located the upper end of girder steel (1) of encorbelmenting, one side of supporting steel board (5) just is located be equipped with.

2. The cantilever scaffold cantilever steel beam integral combination turnover anchor member as claimed in claim 1, wherein both sides of the fixed steel plate (3) are connected with one side of the lower ends of the two groups of connecting steel plates (4) through two groups of bolts one (7).

3. The cantilever scaffold cantilever steel beam integral combination turnover anchor assembly according to claim 1, wherein the fixing device (6) comprises a fixing hook (8), the fixing hook (8) is positioned on one side of the supporting steel plate (5), a fixing ring (9) is arranged at the lower end of the fixing hook (8), a movable rod (10) is arranged at the lower end of the fixing ring (9), a fixing frame (11) is arranged at the lower end of the movable rod (10) in an inserting mode, and the lower end of the movable rod (10) penetrates through the upper end of the fixing frame (11).

4. The cantilever scaffold cantilever steel beam integral combination turnover anchor according to claim 3, wherein the lower end of the movable rod (10) is provided with a baffle (12), the baffle (12) is positioned at the inner side of the fixed frame (11), two sides of the fixed frame (11) are provided with limit grooves (13), and two sides of the baffle (12) and the inner part of the limit grooves (13) are provided with stop blocks (14).

5. The cantilever scaffold cantilever steel beam integral combination turnover anchor of claim 4, wherein the lower end of the fixed frame (11) is provided with a handle (15), and the handle (15) is connected with the fixed frame (11) through a movable shaft (16).

6. The cantilever scaffold cantilever steel beam integral combination turnover anchor of claim 5, wherein, the upper end of the handle (15) is movably connected with two sets of fixing blocks (17), and the two sets of fixing blocks (17) are both positioned at one side of the connecting steel plate (4).

7. The cantilever scaffold cantilever steel beam integral combination turnover anchoring piece of claim 6, wherein a clamping block (18) is arranged on one side of the lower end of the handle (15), and two sides of the clamping block (18) are connected with the connecting steel plate (4) through a second bolt (19).