CN216551595U - Pier stud reinforcement is as industry platform - Google Patents
Pier stud reinforcement is as industry platform Download PDFInfo
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- CN216551595U CN216551595U CN202123008706.7U CN202123008706U CN216551595U CN 216551595 U CN216551595 U CN 216551595U CN 202123008706 U CN202123008706 U CN 202123008706U CN 216551595 U CN216551595 U CN 216551595U
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Abstract
The utility model discloses a pier column reinforcement work platform which comprises a first work platform, a second work platform and a third work platform which are sequentially connected, wherein the first work platform comprises a first tread base and a first guardrail, the second work platform comprises a second tread base and a second guardrail, the third work platform comprises a third tread base and a third guardrail, the first tread base, the second tread base and the third tread base are arranged in parallel through a plurality of upright posts, the first guardrail, the second guardrail and the fourth guardrail are fixedly connected with the upright posts, and operation holes for pier column reinforcement are formed in the centers of the first tread base, the second tread base and the third tread base. The support frame is reasonable in design and low in cost, is convenient and fast to mount and dismount as a whole, can be recycled, avoids a complicated process of erecting a single support piece, effectively saves material lease fees, and reduces process control difficulty and support erection safety risks.
Description
Technical Field
The utility model belongs to the technical field of pier stud reinforcement bar binding, and particularly relates to an operation platform for pier stud reinforcement bar binding.
Background
Pier stud, the lower part that is used for bearing superstructure in civil engineering bears the weight of thing. The method is an important component in the projects of bridges such as highway bridges, railway bridges, sidewalks, overpasses, ramp bridges, overpasses and the like. However, when the pier stud is constructed, a support needs to be erected in advance for binding the pier stud steel bars. Because the support sets up the process loaded down with trivial details, requires highly, and support life cycle is longer, only can wholly demolish after needing pier stud overall construction to accomplish, the material lease expense is high, and the process management and control degree of difficulty is big.
Consequently, nowadays, lack a reasonable in design's pier stud work platform for reinforcement, the whole installation is dismantled conveniently and can reuse, avoids the loaded down with trivial details process that single stake spare was set up, and effective material saving rents expense reduces the process management and control degree of difficulty and the safe risk is set up to the support.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide an operation platform for binding pier stud reinforcing steel bars, which is reasonable in design, low in cost, convenient and fast to integrally mount and dismount, capable of being repeatedly used, capable of avoiding a complicated process of erecting a single support piece, effectively saving material lease expense, and reducing process control difficulty and support erection safety risk.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides a pier stud reinforcement is as industry platform which characterized in that: including the first work platform, second work platform and the third work platform that connect gradually, first work platform includes first tread base and encloses and establish first guardrail around first tread base, second work platform includes second tread base and encloses and establish second guardrail around second tread base, third work platform includes third tread base and encloses and establish third guardrail around third tread base, first tread base second tread base with third tread base lays through a plurality of pole setting parallels, first guardrail second guardrail with the third guardrail all with a plurality of pole setting fixed connection, just first tread base second tread base with the center of third tread base all is provided with the handle hole that supplies the pier stud reinforcement.
Foretell pier stud reinforcement is as industry platform, its characterized in that: a first connecting ladder is arranged between the first tread base and the second tread base, a second connecting ladder is arranged between the second tread base and the third tread base, a middle through hole is formed at the position where the second tread base is connected with the first connecting ladder, and an upper through hole is formed at the position where the third tread base is connected with the second connecting ladder;
the centers of the first tread base, the second tread base and the third tread base are respectively provided with a first operating hole, a second operating hole and a third operating hole, and the projections of the first operating hole, the second operating hole and the third operating hole are overlapped;
the cross section enclosed by the outer side wall of the third tread base and the outer side wall of the second tread base is the same and is larger than the cross section enclosed by the outer side wall of the first tread base.
Foretell pier stud reinforcement is as industry platform, its characterized in that: the first longitudinal tread bases comprise two first longitudinal tread bases arranged in parallel and two first transverse tread bases arranged between the two first longitudinal tread bases, and each first longitudinal tread base comprises two first longitudinal beams arranged in parallel, a plurality of first longitudinal connecting beams arranged between the two first longitudinal beams and first longitudinal tread plates arranged on the first longitudinal connecting beams;
two first transverse tread base includes that two parallels lay and the first crossbeam of being connected with first longeron, a plurality of first cross-connecting beam of setting between two first crossbeams and the first horizontal panel of stepping on of setting on a plurality of first cross-connecting beams, and two first longerons that are close to pier stud reinforcement area and two first crossbeams that are close to pier stud reinforcement area enclose and establish into first handle hole.
Foretell pier stud reinforcement is as industry platform, its characterized in that: the bottom and the first longeron fixed connection of pole setting, first guardrail includes that a plurality of connections just set up every respectively along first longeron length direction's the first guardrail bar and two of laying in a plurality of pole settings guardrail spare on the first horizontal tread base, two guardrail spare all includes the lower vertical stiffener of the first horizontal guardrail of laying along first crossbeam and connecting a plurality of first horizontal guardrails, two on the first horizontal tread base be provided with the walking passageway between the guardrail piece.
Foretell pier stud reinforcement is as industry platform, its characterized in that: the two second longitudinal tread bases comprise two second longitudinal beams arranged in parallel, a plurality of second longitudinal connecting beams arranged between the two second longitudinal beams and second longitudinal tread plates arranged on the second longitudinal connecting beams;
two the horizontal tread base of second includes that two parallels lay and the second crossbeam of being connected with the second longeron, a plurality of second cross-connecting beam that set up between two second crossbeams and set up the horizontal panel of stepping on of second on a plurality of second cross-connecting beams, and two second longerons that are close to pier stud reinforcement area and two second crossbeams that are close to pier stud reinforcement area enclose and establish into the second handle hole.
Foretell pier stud reinforcement is as industry platform, its characterized in that: the third longitudinal tread bases comprise two third longitudinal tread bases which are arranged in parallel and two third transverse tread bases which are arranged between the two third longitudinal tread bases, and the two third longitudinal tread bases comprise two third longitudinal beams which are arranged in parallel, a plurality of third longitudinal connecting beams arranged between the two third longitudinal beams and third longitudinal tread plates arranged on the third longitudinal connecting beams;
two the third transverse tread base includes that two parallels are laid and the third crossbeam of being connected with the third longeron, a plurality of third transverse connection roof beams that set up between two third crossbeams and set up the third on a plurality of third transverse connection roof beams and transversely step on the panel, and the third longeron that two are close to pier stud reinforcement area and two third crossbeams that are close to pier stud reinforcement area enclose and establish into the third handle hole.
Foretell pier stud reinforcement is as industry platform, its characterized in that: the second guardrail comprises middle vertical rods arranged at four corners of a second longitudinal beam far away from a pier stud reinforcement area, a plurality of second guardrail longitudinal rods connected between the two middle vertical rods and distributed along the length direction of the second longitudinal beam, and a plurality of second guardrail cross rods connected between the two middle vertical rods and distributed along the length direction of a second cross beam, wherein middle vertical reinforcing rods are arranged on the plurality of second guardrail cross rods;
the third guardrail is including setting up last vertical pole, a plurality of connection between two last vertical poles and the third guardrail vertical pole of just following third longeron length direction and laying and a plurality of connection between two last vertical poles and follow the third crossbeam length direction and lay the third guardrail horizontal pole, a plurality of keeping away from the regional third longeron four corners department of pier stud reinforcement be provided with vertical stiffener on the third guardrail horizontal pole.
Compared with the prior art, the utility model has the following advantages:
1. the utility model has simple structure, reasonable design, simple and convenient integral installation and arrangement and lower input cost.
2. The pier column reinforcement binding device is provided with the first operation platform, the second operation platform and the third operation platform, effectively meets the requirement of the pier column reinforcement binding height direction, and is convenient and fast to construct by means of the fact that constructors stand on the first operation platform, the second operation platform and the third operation platform to bind pier column reinforcements.
3. According to the utility model, the first operation platform comprises a first tread base and first guardrails arranged around the first tread base in an enclosing mode, the second operation platform comprises a second tread base and second guardrails arranged around the second tread base in an enclosing mode, the third operation platform comprises a third tread base and third guardrails arranged around the third tread base in an enclosing mode, and a constructor can conveniently tie steel bars in a standing mode through the first tread base, the second tread base and the third tread base.
In conclusion, the utility model has the advantages of reasonable design, low cost, convenient and fast integral installation and disassembly and capability of being repeatedly utilized, avoids the complicated process of setting up a single bracket piece, effectively saves the lease expense of materials, and reduces the process control difficulty and the bracket setting safety risk.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a left side view of fig. 1.
FIG. 3 is a schematic structural diagram of a first work platform according to the present invention.
FIG. 4 is a schematic structural diagram of a second work platform according to the present invention.
FIG. 5 is a schematic structural diagram of a third exemplary embodiment of the present invention.
Description of reference numerals:
1-a first work platform; 1-a first tread base; 1-1-1-a first stringer;
1-1-2-a first longitudinal connecting beam; 1-1-3-a first beam; 1-1-4-a first cross connecting beam;
1-2-a first guard rail; 1-3-a first connecting ladder;
1-4-a first lateral barrier; 1-5-lower vertical stiffeners; 1-6-first access hole;
1-7-a walking channel; 1-9-lower vertical inner reinforcing rods;
2-a second work platform; 2-1 — a second tread base; 2-1-second stringer;
2-1-2-a second longitudinal connecting beam; 2-1-3-a second beam; 2-1-4-a second transverse connecting beam;
2-a second guardrail longitudinal rod; 2-3-a second connecting ladder; 2-4-a second guardrail cross-bar;
2-5-middle vertical stiffener; 2-6-second handle hole; 2-7-middle vertical rod;
2-8-middle through hole; 2-9-upper vertical inner reinforcing rods;
3-a third operation platform; 3-1-third tread base; 3-1-third stringer;
3-1-2-a third longitudinal connecting beam; 3-1-3-third beam; 3-1-4-a third transverse connecting beam;
3-2-third guardrail longitudinal rod; 3-4-a third guardrail cross-bar;
3-5, an upper vertical reinforcing rod; 3-6-third operation hole; 3-7-upper vertical rod;
3-8-upper through hole; 3-9-upper vertical inner reinforcing rods;
4-pier stud reinforcement area; 5, erecting a rod; 6-template.
Detailed Description
As shown in fig. 1 to 5, the utility model comprises a first working platform 1, a second working platform 2 and a third working platform 3 which are connected in sequence, wherein the first working platform 1 comprises a first tread base 1-1 and a first guardrail arranged around the first tread base 1-1, the second working platform 2 comprises a second tread base 2-1 and a second guardrail arranged around the second tread base 2-1, the third working platform 3 comprises a third tread base 3-1 and a third guardrail arranged around the third tread base 3-1, the first tread base 1-1, the second tread base 2-1 and the third tread base 3-1 are arranged in parallel through a plurality of upright posts 5, and the first guardrail, the second guardrail and the third guardrail are all fixedly connected with the upright posts 5, and the centers of the first tread base 1-1, the second tread base 2-1 and the third tread base 3-1 are all provided with operation holes for binding pier stud steel bars.
In the embodiment, a first connecting ladder 1-3 is arranged between the first tread base 1-1 and the second tread base 2-1, a second connecting ladder 2-3 is arranged between the second tread base 2-1 and the third tread base 3-1, a middle through hole 2-8 is arranged at the position where the second tread base 2-1 is connected with the first connecting ladder 1-3, and an upper through hole 3-8 is arranged at the position where the third tread base 3-1 is connected with the second connecting ladder 2-3;
the centers of the first tread base 1-1, the second tread base 2-1 and the third tread base 3-1 are respectively provided with a first operation hole 1-6, a second operation hole 2-6 and a third operation hole 3-6, and the projections of the first operation hole 1-6, the second operation hole 2-6 and the third operation hole 3-6 are overlapped;
the cross section enclosed by the outer side wall of the third tread base 3-1 and the outer side wall of the second tread base 2-1 is the same and is larger than the cross section enclosed by the outer side wall of the first tread base 1-1.
In the present embodiment, as shown in FIG. 3, said first tread base 1-1 comprises two first longitudinal tread bases arranged in parallel and two first transverse tread bases arranged between said two first longitudinal tread bases, said two first longitudinal tread bases comprise two first longitudinal beams 1-1-1 arranged in parallel, a plurality of first longitudinal connecting beams 1-1-2 arranged between said two first longitudinal beams 1-1-1 and a first longitudinal tread plate arranged on said plurality of first longitudinal connecting beams 1-1-2;
the two first transverse tread bases comprise two first cross beams 1-1-3 which are arranged in parallel and connected with the first longitudinal beam 1-1-1, a plurality of first transverse connecting beams 1-1-4 arranged between the two first cross beams 1-1-3 and first transverse tread plates arranged on the first transverse connecting beams 1-1-4, the two first longitudinal beams 1-1-1 close to the pier stud reinforcement binding area 4 and the two first cross beams 1-1-3 close to the pier stud reinforcement binding area 4 are enclosed into a first operating hole 1-6.
In this embodiment, the bottom end of the upright 5 is fixedly connected to the first longitudinal beam 1-1-1, the first guardrail includes a plurality of first guardrail rods 1-2 connected to the plurality of uprights 5 and arranged along the length direction of the first longitudinal beam 1-1-1, and two guardrail members respectively arranged on each of the first transverse tread bases, each of the two guardrail members includes a first transverse guardrail 1-4 arranged along the first cross beam 1-1-3 and a lower vertical reinforcement rod 1-5 connected to the plurality of first transverse guardrails 1-4, and a walking channel 1-7 is arranged between the two guardrail members on the first transverse tread base.
In the present embodiment, as shown in FIG. 4, said second tread base 2-1 comprises two second longitudinal tread bases arranged in parallel and two second transverse tread bases arranged between said two second longitudinal tread bases, said two second longitudinal tread bases comprise two second longitudinal beams 2-1-1 arranged in parallel, a plurality of second longitudinal connecting beams 2-1-2 arranged between said two second longitudinal beams 2-1-1 and a second longitudinal tread plate arranged on said plurality of second longitudinal connecting beams 2-1-2;
the two second transverse tread bases comprise two second cross beams 2-1-3 which are arranged in parallel and connected with the second longitudinal beam 2-1-1, a plurality of second transverse connecting beams 2-1-4 arranged between the two second cross beams 2-1-3 and second transverse tread plates arranged on the second transverse connecting beams 2-1-4, and a second operation hole 2-6 is formed by enclosing the two second longitudinal beams 2-1-1 close to the pier stud reinforcement binding area 4 and the two second cross beams 2-1-3 close to the pier stud reinforcement binding area 4.
In the present embodiment, as shown in FIG. 5, said third tread base 3-1 comprises two third longitudinal tread bases laid in parallel and two third transverse tread bases arranged between said two third longitudinal tread bases, said two third longitudinal tread bases comprising two third longitudinal beams 3-1-1 laid in parallel, a plurality of third longitudinal connecting beams 3-1-2 arranged between said two third longitudinal beams 3-1-1 and a third longitudinal tread plate arranged on said plurality of third longitudinal connecting beams 3-1-2;
the two third transverse tread bases comprise two third cross beams 3-1-3 which are arranged in parallel and connected with the third longitudinal beam 3-1-1, a plurality of third transverse connecting beams 3-1-4 arranged between the two third cross beams 3-1-3 and third transverse tread plates arranged on the plurality of third transverse connecting beams 3-1-4, and a third operating hole 3-6 is enclosed by the two third longitudinal beams 3-1-1 close to the pier stud reinforcement binding area 4 and the two third cross beams 3-1-3 close to the pier stud reinforcement binding area 4.
In the embodiment, the second guardrail comprises middle vertical rods 2-7 arranged at four corners of a second longitudinal beam 2-1-1 far away from a pier stud reinforcement binding area 4, a plurality of second guardrail longitudinal rods 2-2 connected between the two middle vertical rods 2-7 and distributed along the length direction of the second longitudinal beam 2-1-1, and a plurality of second guardrail cross rods 2-4 connected between the two middle vertical rods 2-7 and distributed along the length direction of the second cross beam 2-1-3, wherein middle vertical reinforcing rods 2-5 are arranged on the plurality of second guardrail cross rods 2-4;
the third guardrail comprises upper vertical rods 3-7 arranged at four corners of a third longitudinal beam 3-1-1 far away from a pier stud reinforcement binding area 4, a plurality of third guardrail longitudinal rods 3-2 connected between the two upper vertical rods 3-7 and arranged along the length direction of the third longitudinal beam 3-1-1, and a plurality of third guardrail cross rods 3-4 connected between the two upper vertical rods 3-7 and arranged along the length direction of the third cross beam 3-1-3, wherein the plurality of third guardrail cross rods 3-4 are provided with upper vertical reinforcing rods 3-5.
In the embodiment, the first connecting ladder 1-3 is arranged to facilitate the movement of a constructor between the first tread base 1-1 and the second tread base 2-1 through the first connecting ladder 1-3; the second connection ladder 2-3 is provided in order to facilitate the movement of the constructor between the second tread base 2-1 and said third tread base 3-1 by means of the second connection ladder 2-3.
In the embodiment, a lower vertical inner reinforcing rod 1-9 is arranged between the first longitudinal beam 1-1-1 and the second longitudinal beam 2-1-1 close to the pier stud reinforcement binding area 4, the bottom end of the lower vertical inner reinforcing rod 1-9 is fixedly connected with the top of the first longitudinal beam 1-1-1, and the top end of the lower vertical inner reinforcing rod 2-9 is fixedly connected with the bottom of the second longitudinal beam 2-1-1.
In the embodiment, an upper vertical inner reinforcing rod 2-9 is arranged between a second longitudinal beam 2-1-1 and a third longitudinal beam 3-1-1 which are close to a pier stud reinforcement binding area 4, the bottom end of the upper vertical inner reinforcing rod 2-9 is fixedly connected with the top of the second longitudinal beam 2-1-1, and the top end of the upper vertical inner reinforcing rod 2-9 is fixedly connected with the bottom of the third longitudinal beam 3-1-1; a plurality of upper vertical inner reinforcing rods 3-9 are arranged on the third longitudinal beam 3-1-1 close to the pier stud reinforcement binding area, and the tops of the upper vertical inner reinforcing rods 3-9 are not higher than the top of the vertical rod 5.
In the embodiment, the first longitudinal beam 1-1-1, the second longitudinal beam 2-1-1 and the third longitudinal beam 3-1-1 far away from the pier stud reinforcement binding area 4 are fixedly connected with the upright rods 5.
In the embodiment, the length of the second longitudinal beam 2-1-1 and the length of the third longitudinal beam 3-1-1 are the same and are greater than the length of the first longitudinal beam 1-1-1.
When the high-strength bolt connection device is used specifically, the operation platform is hoisted to the top of a poured pier stud, the bottom of the operation platform is installed at the top of the poured pier stud, and the first tread base 1-1 in the first operation platform 1 is connected with bolt holes in the top surface of a template 6 on the periphery of the top of the poured pier stud through high-strength bolts; then, stand through constructor and carry out pier stud reinforcement on first work platform 1, second work platform 2 and third work platform 3, it is convenient to construct.
In conclusion, the utility model has the advantages of reasonable design, low cost, convenient and fast integral installation and disassembly and capability of being repeatedly utilized, avoids the complicated process of setting up a single bracket piece, effectively saves the lease expense of materials, and reduces the process control difficulty and the bracket setting safety risk.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a pier stud reinforcement is as industry platform which characterized in that: the working platform comprises a first working platform (1), a second working platform (2) and a third working platform (3) which are sequentially connected, wherein the first working platform (1) comprises a first tread base (1-1) and first guardrails arranged around the first tread base (1-1), the second working platform (2) comprises a second tread base (2-1) and second guardrails arranged around the second tread base (2-1), the third working platform (3) comprises a third tread base (3-1) and third guardrails arranged around the third tread base (3-1), the first tread base (1-1), the second tread base (2-1) and the third base (3-1) are arranged in parallel through a plurality of vertical rods (5), and the first guardrails, The second guardrail and the third guardrail are fixedly connected with a plurality of vertical rods (5), and operation holes for binding pier stud steel bars are formed in the centers of the first tread base (1-1), the second tread base (2-1) and the third tread base (3-1).
2. The pier stud reinforcement binding service platform according to claim 1, wherein: a first connecting ladder (1-3) is arranged between the first tread base (1-1) and the second tread base (2-1), a second connecting ladder (2-3) is arranged between the second tread base (2-1) and the third tread base (3-1), a middle through hole (2-8) is formed in the position where the second tread base (2-1) is connected with the first connecting ladder (1-3), and an upper through hole (3-8) is formed in the position where the third tread base (3-1) is connected with the second connecting ladder (2-3);
the centers of the first tread base (1-1), the second tread base (2-1) and the third tread base (3-1) are respectively provided with a first operation hole (1-6), a second operation hole (2-6) and a third operation hole (3-6), and the projections of the first operation hole (1-6), the second operation hole (2-6) and the third operation hole (3-6) are overlapped;
the cross section enclosed by the outer side wall of the third tread base (3-1) and the outer side wall of the second tread base (2-1) is the same and is larger than the cross section enclosed by the outer side wall of the first tread base (1-1).
3. The pier column reinforcement binding service platform according to claim 1, wherein: the first tread base (1-1) comprises two first longitudinal tread bases arranged in parallel and two first transverse tread bases arranged between the two first longitudinal tread bases, the two first longitudinal tread bases comprise two first longitudinal beams (1-1-1) arranged in parallel, a plurality of first longitudinal connecting beams (1-1-2) arranged between the two first longitudinal beams (1-1-1) and first longitudinal tread plates arranged on the first longitudinal connecting beams (1-1-2);
the two first transverse tread bases comprise two first cross beams (1-1-3) which are arranged in parallel and connected with the first longitudinal beam (1-1-1), a plurality of first transverse connecting beams (1-1-4) arranged between the two first cross beams (1-1-3) and first transverse tread panels arranged on the first transverse connecting beams (1-1-4), two first longitudinal beams (1-1-1) close to a pier stud reinforcement binding area (4) and two first cross beams (1-1-3) close to the pier stud reinforcement binding area (4) are enclosed to form first operation holes (1-6).
4. The pier column reinforcement binding service platform according to claim 3, wherein: the bottom end of the upright rod (5) is fixedly connected with the first longitudinal beam (1-1-1), the first guardrail comprises a plurality of first guardrail rods (1-2) which are connected to the upright rods (5) and arranged along the length direction of the first longitudinal beam (1-1-1) and two guardrail pieces which are respectively arranged on each first transverse tread base, each guardrail piece comprises a first transverse guardrail (1-4) arranged along the first cross beam (1-1-3) and a lower vertical reinforcing rod (1-5) connected with the first transverse guardrails (1-4), and a walking channel (1-7) is arranged between the two guardrail pieces on the first transverse tread base.
5. The pier column reinforcement binding service platform according to claim 1, wherein: the second tread base (2-1) comprises two second longitudinal tread bases arranged in parallel and two second transverse tread bases arranged between the two second longitudinal tread bases, and the two second longitudinal tread bases comprise two second longitudinal beams (2-1-1) arranged in parallel, a plurality of second longitudinal connecting beams (2-1-2) arranged between the two second longitudinal beams (2-1-1) and second longitudinal tread plates arranged on the second longitudinal connecting beams (2-1-2);
the two second transverse tread bases comprise two second cross beams (2-1-3) which are arranged in parallel and connected with the second longitudinal beam (2-1-1), a plurality of second transverse connecting beams (2-1-4) arranged between the two second cross beams (2-1-3) and second transverse tread panels arranged on the second transverse connecting beams (2-1-4), and a second operation hole (2-6) is enclosed by the two second longitudinal beams (2-1-1) close to the pier stud steel bar binding area (4) and the two second cross beams (2-1-3) close to the pier stud steel bar binding area (4).
6. The pier column reinforcement binding service platform according to claim 5, wherein: the third tread base (3-1) comprises two third longitudinal tread bases arranged in parallel and two third transverse tread bases arranged between the two third longitudinal tread bases, and the two third longitudinal tread bases comprise two third longitudinal beams (3-1-1) arranged in parallel, a plurality of third longitudinal connecting beams (3-1-2) arranged between the two third longitudinal beams (3-1-1) and third longitudinal tread plates arranged on the third longitudinal connecting beams (3-1-2);
the two third transverse tread bases comprise two third transverse beams (3-1-3) which are arranged in parallel and connected with the third longitudinal beam (3-1-1), a plurality of third transverse connecting beams (3-1-4) arranged between the two third transverse beams (3-1-3) and third transverse tread panels arranged on the plurality of third transverse connecting beams (3-1-4), and a third operating hole (3-6) is enclosed by the two third longitudinal beams (3-1-1) close to the pier stud steel bar binding area (4) and the two third transverse beams (3-1-3) close to the pier stud steel bar binding area (4).
7. The pier column reinforcement binding service platform according to claim 6, wherein: the second guardrail comprises middle vertical rods (2-7) arranged at four corners of a second longitudinal beam (2-1-1) far away from a pier stud reinforcement binding area (4), a plurality of second guardrail longitudinal rods (2-2) connected between the two middle vertical rods (2-7) and distributed along the length direction of the second longitudinal beam (2-1-1), and a plurality of second guardrail cross rods (2-4) connected between the two middle vertical rods (2-7) and distributed along the length direction of a second cross beam (2-1-3), wherein middle vertical reinforcing rods (2-5) are arranged on the plurality of second guardrail cross rods (2-4);
the third guardrail comprises upper vertical rods (3-7) arranged at four corners of a third longitudinal beam (3-1-1) far away from a pier stud reinforcement binding area (4), a plurality of third guardrail longitudinal rods (3-2) connected between the two upper vertical rods (3-7) and distributed along the length direction of the third longitudinal beam (3-1-1), and a plurality of third guardrail cross rods (3-4) connected between the two upper vertical rods (3-7) and distributed along the length direction of a third cross beam (3-1-3), wherein upper vertical reinforcing rods (3-5) are arranged on the plurality of third guardrail cross rods (3-4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123008706.7U CN216551595U (en) | 2021-12-02 | 2021-12-02 | Pier stud reinforcement is as industry platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123008706.7U CN216551595U (en) | 2021-12-02 | 2021-12-02 | Pier stud reinforcement is as industry platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216551595U true CN216551595U (en) | 2022-05-17 |
Family
ID=81538342
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123008706.7U Active CN216551595U (en) | 2021-12-02 | 2021-12-02 | Pier stud reinforcement is as industry platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216551595U (en) |
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2021
- 2021-12-02 CN CN202123008706.7U patent/CN216551595U/en active Active
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