CN211396569U

CN211396569U - Anchoring device capable of being used for turnover of overhanging scaffold

Info

Publication number: CN211396569U
Application number: CN201921834538.7U
Authority: CN
Inventors: 张立涛; 刘哲; 张钧栋; 李成富
Original assignee: Qingdao Zhongzhu Real Estate Co ltd
Current assignee: Qingdao Zhongzhu Real Estate Co ltd
Priority date: 2019-10-29
Filing date: 2019-10-29
Publication date: 2020-09-01
Anticipated expiration: 2029-10-29

Abstract

The utility model discloses a scaffold frame of encorbelmenting can have enough to meet need anchor, including U type staple bolt, the both ends of U type staple bolt all alternate respectively in the floor, the cover is equipped with and is located on the U type staple bolt the gusset plate one of floor bottom, seted up one on the gusset plate one, the cover is equipped with and is located on the U type staple bolt gusset plate two on floor top, the top of gusset plate two is provided with the cover and locates nut one on the U type staple bolt, the both ends of U type staple bolt all be provided with respectively with nut a assorted screw thread, seted up on the gusset plate two with U type staple bolt assorted through-hole two, the top cover of U type staple bolt is equipped with the angle steel, the top of angle steel is provided with the cover and locates nut two at U type staple bolt both ends, the angle steel with be provided with the girder steel between the gusset plate two. Has the advantages that: the anchor device is convenient to install and disassemble, can be repeatedly used for many times, improves the turnover rate of the anchor device and effectively reduces the cost.

Description

Anchoring device capable of being used for turnover of overhanging scaffold

Technical Field

The utility model relates to a building technical field particularly, relates to a scaffold frame of encorbelmenting can have enough to meet need anchor.

Background

With the rapid method of modern building industry, the continuous updating of building construction methods, the large-scale use of novel materials, and the increasing of various large-scale high-rise building groups. In the construction, in order to ensure the safety of workman in the construction, prevent falling of people or material, need erect the scaffold frame at the wall outside and protect, in order to fix and support the scaffold frame, often need bamboo pole or steel pipe to build, form overhanging type scaffold frame, present overhanging type scaffold frame adopts the girder steel of shaped steel usually through combining with reinforced concrete structure anchor, assemble on the scene again and form the support system, this kind of scaffold frame strutting arrangement need pre-buried a large amount of anchor steel and unable recycle, and because cause the structure module to demolish the difficulty to wearing concrete structure component, lead to its installation and demolish and need electric welding usually, make its construction degree of difficulty great.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the problem in the correlation technique, the utility model provides a scaffold frame of encorbelmenting can have enough to meet need anchor to overcome the above-mentioned technical problem that current correlation technique exists.

Therefore, the utility model discloses a specific technical scheme as follows:

the utility model provides a scaffold frame that encorbelments can have enough to meet need anchor, includes U type staple bolt, the both ends of U type staple bolt all alternate respectively in the floor, the cover is equipped with on the U type staple bolt is located the gusset plate one of floor bottom, set up on the gusset plate one with U type staple bolt assorted through-hole one, the cover is equipped with on the U type staple bolt is located the gusset plate two on floor top, the top of gusset plate two is provided with the cover and locates nut one on the U type staple bolt, the both ends of U type staple bolt all be provided with respectively with nut one assorted screw thread, set up on the gusset plate two with U type staple bolt assorted through-hole two, the top cover of U type staple bolt is equipped with the angle steel, the top of angle steel is provided with the cover and locates the nut two at U type staple bolt both ends, the angle steel with be provided with the girder steel between the gusset plate two.

Furthermore, a diaphragm is arranged between the first reinforcing plate and the floor slab.

Further, a polyethylene pipe is arranged between the U-shaped hoop and the floor slab.

Further, when pouring concrete, the polyethylene pipe is reserved to the top end of the U-shaped hoop, after the floor slab is solidified, the polyethylene pipe at the top end of the floor slab is cut, and the polyethylene pipe is parallel to the top surface of the floor slab.

Furthermore, a first metal gasket is arranged between the first nut and the second reinforcing plate, and a second metal gasket is arranged between the second nut and the angle steel.

Furthermore, a wood wedge is arranged between the steel beam and the U-shaped hoop.

Further, the steel beam is of an I-shaped structure.

Furthermore, the U-shaped hoop, the first reinforcing plate, the second reinforcing plate, the angle steel and the steel beam are made of stainless steel materials respectively.

The utility model has the advantages that: can have enough to meet the need anchor through the scaffold frame of encorbelmenting that the setting comprises U type staple bolt, gusset plate one, through-hole one, gusset plate two, nut one, screw thread, through-hole two, angle steel, nut two, girder steel, polyethylene pipe and wood wedge to be convenient for install and dismantle this anchor, can used repeatedly many times, improve anchor's turnover rate, effective reduce cost.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for 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 it is obvious for those skilled in the art to obtain other drawings without creative efforts.

Fig. 1 is a schematic structural view of a rotatable anchoring device of an overhanging scaffold according to an embodiment of the present invention;

fig. 2 is according to the utility model discloses but scaffold frame of encorbelmenting turnover anchor's gusset plate structure schematic diagram.

In the figure:

1. a U-shaped hoop; 2. a floor slab; 3. a first reinforcing plate; 4. a first through hole; 5. a second reinforcing plate; 6. a first nut; 7. a thread; 8. a second through hole; 9. angle steel; 10. a second nut; 11. a steel beam; 12. a diaphragm; 13. a polyethylene tube; 14. a first metal gasket; 15. a second metal gasket; 16. and (4) wood wedges.

Detailed Description

For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.

According to the utility model discloses an embodiment provides a scaffold frame of encorbelmenting can have enough to meet need anchor.

The first embodiment is as follows:

as shown in figures 1-2, the turnover anchoring device for the overhanging scaffold according to the embodiment of the invention comprises a U-shaped hoop 1, wherein both ends of the U-shaped hoop 1 are respectively inserted into a floor 2, a first reinforcing plate 3 positioned at the bottom end of the floor 2 is sleeved on the U-shaped hoop 1, a first through hole 4 matched with the U-shaped hoop 1 is formed on the first reinforcing plate 3, a second reinforcing plate 5 positioned at the top end of the floor 2 is sleeved on the U-shaped hoop 1, a first nut 6 sleeved on the U-shaped hoop 1 is arranged at the top end of the second reinforcing plate 5, both ends of the U-shaped hoop 1 are respectively provided with a screw thread 7 matched with the first nut 6, a second through hole 8 matched with the U-shaped hoop 1 is formed on the second reinforcing plate 5, an angle steel 9 is sleeved on the top end of the U-shaped hoop 1, a second nut 10 sleeved on both ends of the U-shaped hoop 1 is arranged at the top end of the angle steel 9, a steel beam 11 is arranged between the angle steel 9 and the second reinforcing plate 5.

The specific arrangement and function of the first reinforcing plate 3 and the second reinforcing plate 5 will be described in detail below.

As shown in fig. 1, by arranging the first reinforcing plate 3 and the second reinforcing plate 5, the U-shaped hoop 1 can be further reinforced, and the structural damage of the floor slab 2 caused by the strong force of the U-shaped hoop 1 is avoided.

By means of the technical scheme, the cantilever scaffold composed of the U-shaped anchor ear 1, the first reinforcing plate 3, the first through hole 4, the second reinforcing plate 5, the first nut 6, the threads 7, the second through hole 8, the angle steel 9, the second nut 10, the steel beam 11, the polyethylene pipe 13 and the wood wedge 16 can be used for transferring the anchoring device, so that the anchoring device can be conveniently installed and detached, can be repeatedly used for many times, improves the transferring rate of the anchoring device and effectively reduces the cost.

Example two:

as shown in fig. 1-2, a diaphragm 12 is arranged between the first reinforcing plate 3 and the floor slab 2, a polyethylene pipe 13 is arranged between the U-shaped hoop 1 and the floor slab 2, when concrete is poured, the polyethylene pipe 13 is reserved to the top end of the U-shaped hoop 1, after the floor slab 2 is solidified, cutting the polyethylene pipe 13 at the top end of the floor slab 2 so that the polyethylene pipe 13 is parallel to the top surface of the floor slab 2, a first metal gasket 14 is arranged between the first nut 6 and the second reinforcing plate 5, a second metal gasket 15 is arranged between the second nut 10 and the angle steel 9, a wood wedge 16 is arranged between the steel beam 11 and the U-shaped anchor ear 1, the steel beam 11 is of an I-shaped structure, the U-shaped hoop 1, the first reinforcing plate 3, the second reinforcing plate 5, the angle steel 9 and the steel beam 11 are made of stainless steel materials respectively.

As can be seen from fig. 1-2, a diaphragm 12 is disposed between the first reinforcement plate 3 and the floor slab 2, a polyethylene pipe 13 is disposed between the U-shaped hoop 1 and the floor slab 2, a first metal gasket 14 is disposed between the first nut 6 and the second reinforcement plate 5, a second metal gasket 15 is disposed between the second nut 10 and the angle steel 9, a wood wedge 16 is disposed between the steel beam 11 and the U-shaped hoop 1, and the design of the diaphragm 12, the polyethylene pipe 13, the first metal gasket 14, and the second metal gasket 15 is conventional and therefore will not be described in detail.

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, during installation, the first reinforcing plate 3 is sleeved on the U-shaped hoop 1, the first reinforcing plate 3 is paved with a layer of diaphragm 12, the polyethylene pipes 13 are sleeved at two ends of the U-shaped hoop 1, then the floor 2 is poured, after the pouring is finished, the floor 2 is solidified, redundant polyethylene pipes 13 are cut off to enable the polyethylene pipes 13 to be parallel to the top surface of the floor 2, the second reinforcing plate 5 is sleeved on the U-shaped hoop 1 and fixed through the first nut 6, then the angle steel 9, the second nut 10 and the steel beam 11 are installed, during the dismounting, the second nut 10, the angle steel 9, the steel beam 11 and the first nut 6 are dismounted in sequence, then a wood block is laid on the top end of the U-shaped hoop 1, the U-shaped hoop 1 is knocked through a hammer, and the U-shaped hoop 1 is separated from the floor 2.

To sum up, with the help of the above technical scheme of the utility model, but the scaffold frame of encorbelmenting that constitutes through the setting by U type staple bolt 1, gusset plate one 3, through-hole one 4, gusset plate two 5, nut one 6, screw 7, two 8 through-holes, angle steel 9, two 10 nuts, girder steel 11, polyethylene pipe 13 and wood wedge 16 can have enough to meet the need anchor to be convenient for install and dismantle this anchor, used repeatedly many times, improve anchor's turnover rate, effective reduce cost.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. A turnover anchoring device of a cantilever scaffold is characterized by comprising a U-shaped hoop (1), wherein two ends of the U-shaped hoop (1) are respectively inserted into a floor slab (2), a first reinforcing plate (3) positioned at the bottom end of the floor slab (2) is sleeved on the U-shaped hoop (1), a first through hole (4) matched with the U-shaped hoop (1) is formed in the first reinforcing plate (3), a second reinforcing plate (5) positioned at the top end of the floor slab (2) is sleeved on the U-shaped hoop (1), a first nut (6) sleeved on the U-shaped hoop (1) is arranged at the top end of the second reinforcing plate (5), threads (7) matched with the first nut (6) are respectively arranged at two ends of the U-shaped hoop (1), a second through hole (8) matched with the U-shaped hoop (1) is formed in the second reinforcing plate (5), the top cover of U type staple bolt (1) is equipped with angle steel (9), the top of angle steel (9) is provided with the cover and locates nut two (10) at U type staple bolt (1) both ends, angle steel (9) with be provided with girder steel (11) between gusset plate two (5).

2. A revolving anchoring device for an overhanging scaffold according to claim 1, characterized in that a membrane (12) is arranged between the first reinforcement plate (3) and the floor (2).

3. A revolving anchoring device for an overhanging scaffold according to claim 1, characterized in that a polyethylene pipe (13) is arranged between the U-shaped hoop (1) and the floor (2).

4. A turnover anchoring device for an overhanging scaffold according to claim 3, characterized in that when pouring concrete, the polyethylene pipe (13) is reserved to the top end of the U-shaped hoop (1), after the floor (2) is solidified, the polyethylene pipe (13) at the top end of the floor (2) is cut out, so that the polyethylene pipe (13) is parallel to the top surface of the floor (2).

5. The turnover anchoring device for the overhanging scaffold according to claim 1, wherein a first metal gasket (14) is arranged between the first nut (6) and the second reinforcing plate (5), and a second metal gasket (15) is arranged between the second nut (10) and the angle steel (9).

6. A revolving anchoring device for an overhanging scaffold according to claim 1, characterized in that a wooden wedge (16) is arranged between the steel beam (11) and the U-shaped anchor ear (1).

7. A revolving anchoring device for an overhanging scaffold according to claim 1, characterized in that said steel beam (11) is of i-shaped configuration.

8. The recyclable anchoring device for the overhanging scaffold according to claim 1, wherein the U-shaped hoop (1), the first reinforcing plate (3), the second reinforcing plate (5), the angle steel (9) and the steel beam (11) are all made of stainless steel.