CN215055484U - Assembled beam side platform of unloading of encorbelmenting - Google Patents

Assembled beam side platform of unloading of encorbelmenting Download PDF

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Publication number
CN215055484U
CN215055484U CN202120816708.XU CN202120816708U CN215055484U CN 215055484 U CN215055484 U CN 215055484U CN 202120816708 U CN202120816708 U CN 202120816708U CN 215055484 U CN215055484 U CN 215055484U
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main body
unloading
supporting mechanism
platform
main
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CN202120816708.XU
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Chinese (zh)
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杨飞龙
李佳豪
任文杰
李尚哲
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Shaanxi Construction Engineering Group Co Ltd
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Shaanxi Construction Engineering Group Co Ltd
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Abstract

The utility model discloses an assembly type beam side overhanging discharging platform, which comprises a discharging platform main body, a horizontal telescopic supporting mechanism used for connecting the discharging platform main body with a concrete beam beside the discharging platform main body, and a diagonal drawing supporting mechanism used for connecting the discharging platform main body with the concrete beam above the discharging platform main body; the platform main part of unloading includes that two at least main stupexes that are parallel to each other and a plurality of setting are stupefied once between two main stupexes, main stupefied one end that is close to the concrete beam is inserted and is established in the flexible supporting mechanism of level. The utility model discloses a set up the flexible supporting mechanism control of level interval between platform main part of unloading and the concrete beam to the complicated wait condition of adaptation construction major structure change can not cause any harmful effects to construction structure on every side, and has improved the security in the installation.

Description

Assembled beam side platform of unloading of encorbelmenting
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to assembled roof beam side platform of unloading of encorbelmenting.
Background
At present, a discharging platform is a temporary operating platform which is often erected on a construction site, is used for transferring materials, small mechanical equipment and tools during construction, and generally can be used for bearing the materials within a certain period and carrying out various operations. The overhanging type discharging platform in the current building construction is mainly manufactured by on-site welding, so that potential safety hazards exist, the platform cannot be used in a circulating way, the working hours and materials are wasted, and the engineering cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that not enough among the above-mentioned prior art is directed against, provide an assembled roof beam side platform of unloading of encorbelmenting, its simple structure, reasonable in design, the practicality is strong, controls through setting up the flexible supporting mechanism of level the interval between platform main part of unloading and the concrete beam to the complicated wait condition that adapts to the construction major structure and change can not cause any harmful effects to construction structure on every side, and the security in the installation has been improved.
In order to solve the technical problem, the utility model discloses a technical scheme is: the utility model provides an assembled roof beam side platform of unloading of encorbelmenting which characterized in that: the device comprises a discharging platform main body, a horizontal telescopic supporting mechanism and a diagonal pulling supporting mechanism, wherein the horizontal telescopic supporting mechanism is used for connecting the discharging platform main body with a concrete beam beside the discharging platform main body, and the diagonal pulling supporting mechanism is used for connecting the discharging platform main body with the concrete beam on the upper side of the discharging platform main body;
the discharging platform main body comprises at least two main ridges which are parallel to each other and a plurality of secondary ridges arranged between the two main ridges, and one end of each main ridge close to the concrete beam is inserted into the horizontal telescopic supporting mechanism;
the horizontal telescopic supporting mechanism comprises a horizontal base fixedly arranged on a concrete beam beside the unloading platform main body and an adjusting sleeve used for connecting the horizontal base with the main edge, one end of the adjusting sleeve is sleeved on the horizontal base, the other end of the adjusting sleeve is sleeved on the main edge, and the adjusting sleeve is fixedly connected with the horizontal base and the main edge through adjusting bolts.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: draw supporting mechanism to one side including setting up first monaural pull ring, setting on the owner is stupefied second monaural pull ring on the concrete beam of platform main part upside and connecting the oblique pull rod of first monaural pull ring and second monaural pull ring to one side, the pull rod both ends all are provided with the ears pull ring to one side, and two ears pull ring are connected with first monaural pull ring and second monaural pull ring cooperation respectively, the quantity of first monaural pull ring is a plurality of, and a plurality of first monaural pull rings are evenly laid along the stupefied length direction of owner.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: the main edge is made of I-shaped steel, the secondary edge is made of square steel, end plates which are abutted to the web plate of the main edge are arranged at two ends of the secondary edge, and the main edge is fixedly connected with the end plates through connecting bolts.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: bolt sleeves are horizontally embedded in the concrete beams, and high-strength bolts penetrate through the horizontal base and extend into the bolt sleeves to fix the horizontal base.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: the side of the discharging platform main body is provided with a protective railing.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: a plurality of adjusting bolt holes are uniformly formed in the adjusting sleeve along the length direction.
Foretell assembled roof beam side platform of unloading of encorbelmenting, its characterized in that: and a steel pedal is arranged on the discharging platform main body.
Compared with the prior art, the utility model has the following advantage:
1. the utility model discloses a set up the flexible supporting mechanism control of level interval between platform main part of unloading and the concrete beam to the complicated wait condition of adaptation construction major structure change can not cause any harmful effects to construction structure on every side, and has improved the security in the installation.
2. The utility model discloses a set up and draw supporting mechanism to one side will the concrete beam of the platform main part of unloading and its upside is connected, bears the most load of the platform main part of unloading, the security when guaranteeing to use.
3. The utility model discloses a set up the platform main part of unloading of assembling, make the on-the-spot processing preparation simple and convenient, and the input cost is lower, and each part can have enough to meet the need the use in a flexible way, and application scope is wide.
4. The utility model discloses a to unload the platform main part and fix on the concrete beam, not produce harmful effects to surrounding structures such as floor, the security is higher.
To sum up, the utility model discloses simple structure, reasonable in design, the practicality is strong, controls through setting up the flexible supporting mechanism of level the interval between platform main part of unloading and the concrete beam to the complicated circumstances such as the complicacy that adapt to construction subject structure change can not cause any harmful effects to construction structure on every side, and has improved the security in the installation.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Figure 2 is a top view of the discharge platform body of figure 1.
Fig. 3 is the installation relationship diagram of the main edge, the secondary edge, the end plate and the connecting bolt of the present invention.
Description of reference numerals:
1-a concrete beam; 2-main ridge; 3-arris;
4-a horizontal base; 5-adjusting the sleeve; 6-adjusting the bolt;
7-a floor slab; 8-a first monaural tab; 9-a second monaural tab;
10-diagonal draw bars; 12-an end plate; 13-connecting bolts;
14-bolt bushing; 15-high strength bolts; 16-a guard rail;
17-constructing a scaffold; 18-adjusting bolt holes; 19-
Detailed Description
As shown in fig. 1, 2 and 3, the utility model comprises a discharging platform main body, a horizontal telescopic supporting mechanism for connecting the discharging platform main body with a concrete beam 1 beside the discharging platform main body, and a diagonal bracing supporting mechanism for connecting the discharging platform main body with the concrete beam 1 above the discharging platform main body;
the discharging platform main body comprises at least two main ridges 2 which are parallel to each other and a plurality of secondary ridges 3 arranged between the two main ridges 2, and one end of each main ridge 2 close to the concrete beam 1 is inserted into the horizontal telescopic supporting mechanism;
horizontal flexible supporting mechanism is including fixed setting horizontal base 4 on the concrete beam 1 of platform main part side of unloading and be used for connecting horizontal base 4 and the adjusting sleeve 5 of main stupefied 2, the pot head of adjusting sleeve 5 is established on horizontal base 4, the other pot head of adjusting sleeve 5 is established on main stupefied 2, adjusting sleeve 5 all through adjusting bolt 6 fixed connection with horizontal base 4 and with main stupefied 2.
In this embodiment, the number of the horizontal telescopic supporting mechanisms is multiple, and the number of the horizontal telescopic supporting mechanisms is the same as that of the main ridges 2 and corresponds to that of the main ridges one by one.
It should be noted that, the floor slab 7 is arranged on the concrete beam 1, and the device has no influence on the structure of the floor slab 7, so that the integrity of the floor slab 7 can be well ensured.
It should be noted that the horizontal telescopic supporting mechanism is arranged to control the distance between the unloading platform main body and the concrete beam 1 so as to adapt to the complex conditions of structural change of the construction main body and the like, so that any adverse effect on the surrounding construction structure is avoided, and the safety in the installation process is improved;
the discharging platform main body is connected with the concrete beam 1 on the upper side of the discharging platform main body through the inclined pulling supporting mechanism, so that most of load of the discharging platform main body is borne, and the safety in use is ensured;
by arranging the assembled discharging platform main body, the field processing and manufacturing are simple and convenient, the investment cost is low, each part can be flexibly recycled, and the application range is wide;
through fixing the platform main part of unloading on concrete beam 1, do not produce harmful effects to surrounding structures such as floor 7, the security is higher.
In this embodiment, draw supporting mechanism to one side is in including setting up first monaural pull ring 8 on main stupefied 2, setting second monaural pull ring 9 on the concrete beam 1 of platform main part upside of unloading and the oblique pull rod 10 of connecting first monaural pull ring 8 and second monaural pull ring 9, the quantity of first monaural pull ring 8 is a plurality of, and a plurality of first monaural pull rings 8 are evenly laid along main stupefied 2 length direction.
In this embodiment, two ends of the diagonal draw bar 10 are both provided with two-ear pull rings, and the two-ear pull rings are respectively connected with the first single-ear pull ring 8 and the second single-ear pull ring 9 in a matching manner.
In this embodiment, the diagonal draw bar 10 is provided with a turn buckle and a thread protecting sleeve for adjusting the length of the diagonal draw bar 10.
In this embodiment, the diagonal draw bar 10 is a Q235 round 20 galvanized steel bar.
In this embodiment, the number of the first monaural tabs 8 is three.
In this embodiment, main stupefied 2 is the I-steel, inferior stupefied 3 is the square steel, and 3 both ends of inferior stupefied all are provided with the end plate 12 of butt on main stupefied 2 web, through connecting bolt 13 fixed connection between main stupefied 2 and the end plate 12.
In this embodiment, the height of the end plate 12 is equal to the height of the web of the main edge 2, so that the end plate 12 is respectively abutted to the upper flange plate and the lower flange plate of the main edge 2, and the structure is stable after the connection and fixation of the connecting bolts 13.
In this embodiment, a bolt sleeve 14 is embedded horizontally in the concrete beam 1, and a high-strength bolt 15 penetrates through the horizontal base 4 and extends into the bolt sleeve 14 to fix the horizontal base 4.
In this embodiment, the horizontal base 4 includes square steel and a base plate abutting on the beam side, and the high-strength bolt 15 penetrates through the base plate to fix the horizontal base 4.
In this embodiment, the side of the discharging platform main body is provided with a protective railing 16.
In this embodiment, the height of preventing railing 16 is 1.5m, prevents that railing 16 sets up three sides of platform main part of unloading, and the one end of 1 complex with concrete beam is owing to have construction scaffold 17 and consequently do not set up preventing railing 16.
In this embodiment, a plurality of adjusting bolt holes 18 are uniformly formed in the adjusting sleeve 5 along the length direction.
It should be noted that the adjusting bolts 6 are inserted into the adjusting bolt holes 18 at different positions to adjust the distance between the horizontal base 4 and the main beam 2, so as to adjust the distance between the discharging platform main body and the concrete beam 1, thereby adapting to different construction conditions.
In this embodiment, a steel pedal is arranged on the discharging platform main body.
When the utility model is used, when a main body structure is constructed, a second single-lug pull ring 9 and a bolt sleeve 14 are pre-embedded at proper positions in a concrete beam 1, then a horizontal base 4 is installed, an unloading platform main body is assembled simultaneously, a main rib 2 is inserted in an adjusting sleeve 5 and fixed through an adjusting bolt 6, an inclined pulling supporting mechanism is installed, the stability of the unloading platform main body is ensured, and then a steel pedal and a protective railing 16 are installed to complete installation; when the disassembly is carried out, the disassembly can be carried out reversely according to the assembly sequence, so that the turnover use is convenient.
The above, only be the utility model discloses a preferred embodiment, it is not right the utility model discloses do any restriction, all according to the utility model discloses the technical entity all still belongs to any simple modification, change and the equivalent structure change of doing above embodiment the utility model discloses technical scheme's within the scope of protection.

Claims (7)

1. The utility model provides an assembled roof beam side platform of unloading of encorbelmenting which characterized in that: the device comprises a discharging platform main body, a horizontal telescopic supporting mechanism and a diagonal pulling supporting mechanism, wherein the horizontal telescopic supporting mechanism is used for connecting the discharging platform main body with a concrete beam (1) beside the discharging platform main body, and the diagonal pulling supporting mechanism is used for connecting the discharging platform main body with the concrete beam (1) on the upper side of the discharging platform main body;
the discharging platform main body comprises at least two main ridges (2) which are parallel to each other and a plurality of secondary ridges (3) arranged between the two main ridges (2), and one end, close to the concrete beam (1), of each main ridge (2) is inserted into the horizontal telescopic supporting mechanism;
horizontal telescopic support mechanism is including fixed setting horizontal base (4) on the concrete beam (1) of platform main part side of unloading and be used for connecting horizontal base (4) and adjusting sleeve (5) of main stupefied (2), the pot head of adjusting sleeve (5) is established on horizontal base (4), the other pot head of adjusting sleeve (5) is established on main stupefied (2), adjusting sleeve (5) all through adjusting bolt (6) fixed connection with horizontal base (4) and with main stupefied (2).
2. The assembled beam side cantilever unloading platform of claim 1, wherein: draw supporting mechanism to one side including setting up first monaural pull ring (8), the setting on main stupefied (2) is in second monaural pull ring (9) on concrete beam (1) of platform main part upside of unloading and oblique pull rod (10) of connecting first monaural pull ring (8) and second monaural pull ring (9), the quantity of first monaural pull ring (8) is a plurality of, and a plurality of first monaural pull rings (8) are evenly laid along main stupefied (2) length direction.
3. The assembled beam side cantilever unloading platform of claim 1, wherein: the main edge (2) is made of I-shaped steel, the secondary edge (3) is made of square steel, end plates (12) which are abutted to webs of the main edge (2) are arranged at two ends of the secondary edge (3), and the main edge (2) is fixedly connected with the end plates (12) through connecting bolts (13).
4. The assembled beam side cantilever unloading platform of claim 1, wherein: bolt sleeves (14) are horizontally embedded in the concrete beam (1), and high-strength bolts (15) penetrate through the horizontal base (4) and extend into the bolt sleeves (14) to fix the horizontal base (4).
5. The assembled beam side cantilever unloading platform of claim 1, wherein: and protective railings (16) are arranged on the periphery of the discharging platform main body.
6. The assembled beam side cantilever unloading platform of claim 1, wherein: a plurality of adjusting bolt holes (18) are uniformly formed in the length direction of the adjusting sleeve (5).
7. The assembled beam side cantilever unloading platform of claim 1, wherein: and a steel pedal is arranged on the discharging platform main body.
CN202120816708.XU 2021-04-21 2021-04-21 Assembled beam side platform of unloading of encorbelmenting Active CN215055484U (en)

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Application Number Priority Date Filing Date Title
CN202120816708.XU CN215055484U (en) 2021-04-21 2021-04-21 Assembled beam side platform of unloading of encorbelmenting

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Application Number Priority Date Filing Date Title
CN202120816708.XU CN215055484U (en) 2021-04-21 2021-04-21 Assembled beam side platform of unloading of encorbelmenting

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CN215055484U true CN215055484U (en) 2021-12-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116201372A (en) * 2023-02-14 2023-06-02 中国核工业华兴建设有限公司 Beam side overhanging type assembly and unloading platform and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116201372A (en) * 2023-02-14 2023-06-02 中国核工业华兴建设有限公司 Beam side overhanging type assembly and unloading platform and construction method

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