CN215291413U - Concrete sliding formwork construction operation platform - Google Patents

Abstract

The utility model discloses a concrete slip form construction operation platform, which comprises a main body frame and a first scaffold board fixed on the lower surface of the main body frame; the main body frame comprises a first vertical rod group and a second vertical rod group, the upper end of the first vertical rod group is hinged with one end of a diagonal draw bar, and the other end of the diagonal draw bar is hinged with a hinged base on the outer wall of the slip form; two groups of transverse supporting rods are arranged on the outer side surface of the second vertical rod group, and the transverse supporting rods are abutted against the formed pier wall; the sliding formwork further comprises a fastening bolt arranged on the second vertical rod group, and the fastening bolt penetrates through the second vertical rod group and then fixes the second vertical rod group to the lower end of the sliding formwork; still including setting up in the ox horn cushion cap in first vertical pole group and the vertical pole group middle section of second, detachably has placed the second scaffold board on the bracket cushion cap, thereby through being fixed in the mounting platform on the slipform realize that operation platform and slipform template's synchronous rises, avoid extra operation of climbing, be favorable to accelerating the construction progress.

Description

Concrete sliding formwork construction operation platform

Technical Field

The utility model relates to a slipform construction auxiliary device field, concretely relates to concrete slipform template construction operation platform.

Background

The slip form is a template which slides along with pouring, is called slip form for short, and is most widely applied in vertical sliding and lifting. The slip-form process is widely applied to construction of structures such as silo structures, water storage tanks, piers, tower-shaped structures and the like due to the advantages of low construction cost, fast engineering progress and the like. In the slip form construction, a set of templates is firstly assembled on the ground according to the plane profile of the building and slides up along with the continuous rising of a pouring layer until the pouring in the planned height of the whole building is completed.

At present, in the slip form concrete pouring construction process, a scaffold is generally required to be built to fix a template, the building is troublesome, and the construction efficiency is low. Mature hydraulic pressure creeping formwork technical structure is complicated, and the installation procedure is many, and construction cost is high, and along with the rising of slipform height, the height of the scaffold that needs to set up also needs to increase thereupon, has brought bigger potential safety hazard on the one hand, and setting up of on the other hand scaffold also need consume a large amount of time, influences the construction progress.

An attachment mechanism exists in the market at present, climbing of the attachment mechanism is achieved through a guide rail type attachment frame, the device requires that an operation platform is pre-buried with a sleeve on a building wall in construction before climbing, and after concrete reaches certain strength (generally 10 Mpa), a wall penetrating bolt is installed and an attachment device used in climbing is installed. When climbing, the climbing operation is completed in two steps, the climbing H-shaped guide rail is operated firstly, and then the climbing operation platform is climbed, so that the lifting process is complex, the efficiency is low, and the operation is difficult, and a novel operation platform needs to be developed.

SUMMERY OF THE UTILITY MODEL

The utility model provides a technical problem provide a concrete sliding formwork construction operation platform, current sliding formwork operation platform or attachment mechanism lift process are complicated, and the low difficult operation simultaneously of availability factor can't satisfy the problem of job site to operation platform's demand.

For solving the technical problem, the utility model discloses the technical scheme who adopts does: a concrete slip form template construction operation platform comprises a main body frame and a first scaffold board fixed on the lower surface of the main body frame; the main body frame comprises a first vertical rod group and a second vertical rod group, the length of the first vertical rod group is greater than that of the second vertical rod group, the upper end of the first vertical rod group is hinged with one end of a diagonal draw bar, and the other end of the diagonal draw bar is hinged with a hinged base on the outer wall of the slip form; two groups of transverse supporting rods are arranged on the outer side surface of the second vertical rod group, and the tail ends of the transverse supporting rods are abutted against the formed pier wall; the sliding formwork further comprises a fastening bolt arranged on the second vertical rod group, and the fastening bolt penetrates through the second vertical rod group and then fixes the second vertical rod group to the lower end of the sliding formwork; still including setting up in the bracket cushion cap in the vertical pole group of first vertical pole group and the vertical pole group middle section of second, detachably has placed the second scaffold board on the bracket cushion cap, the four corners of second scaffold board is equipped with the installation breach, the shape of installation breach matches with the shape of the vertical pole group of first vertical pole group and second.

In particular, a cross pull rail is arranged between the first vertical rod groups.

Particularly, an outer vertical surface protective net is arranged on the outer side of the transverse pull handrail.

In particular, a stiffening rib is arranged between the first vertical rod group and the second vertical rod group.

In particular, side protective nets are arranged on the left side and the right side of the main body frame.

Particularly, the lower half parts of the first vertical rod group and the second vertical rod group are also provided with transverse pull railings.

Compared with the prior art, the utility model, following advantage and beneficial effect have: the utility model discloses through fixing mounting platform on the slipform thus realize the synchronous rising of operation platform and slipform template, avoid extra climbing operation, the device simple structure simultaneously, the raw materials is the common material of job site, low in cost, the ann tears open the convenience, is favorable to accelerating the construction progress, has good economic benefits; meanwhile, the sliding formwork is comprehensively covered by the detachable second scaffold board, and the operation range is wider.

Drawings

Fig. 1 is the utility model relates to a concrete sliding formwork template construction operation platform's schematic structure diagram.

Fig. 2 is the utility model relates to a concrete sliding formwork template construction operation platform's user state side direction structure sketch map.

For convenience of expression, the side protection net is omitted in fig. 2.

The explanation of each reference number in the figure is: a first vertical rod group-1; transversely pulling the handrail-11; an outer facade protection net-12; a stiffener-13; a side protective net-14; a second vertical rod group-2; a transverse strut-21; a fastening bolt-22; a first scaffold board-3; a diagonal draw bar-4; a hinge base-41; pier wall-5; a bracket cushion cap-6; a second scaffold board-7; and (5) installing a notch-71.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, so as to further understand the concept, the technical problems to be solved, the technical features constituting the technical solutions, and the technical effects brought by the technical solutions of the present invention.

As shown in fig. 1 and 2, the concrete slip form formwork construction operation platform of the present invention comprises a main frame and a first scaffold board 3 fixed on the lower surface of the main frame; the main body frame comprises a first vertical rod group 1 and a second vertical rod group 2, the length of the first vertical rod group 1 is greater than that of the second vertical rod group 2, the upper end of the first vertical rod group 1 is hinged with one end of a diagonal draw bar 4, and the other end of the diagonal draw bar 4 is hinged with a hinge base 41 on the outer wall of the slip form; two groups of transverse supporting rods 21 are arranged on the outer side surface of the second vertical rod group 2, and the tail ends of the transverse supporting rods 21 are abutted against the formed pier wall 5; the sliding formwork further comprises a fastening bolt 22 arranged on the second vertical rod group 2, and the fastening bolt 22 penetrates through the second vertical rod group 2 and then fixes the second vertical rod group 2 at the lower end of the sliding formwork; still including setting up in the bracket cushion cap 6 in the vertical pole of first vertical pole group 1 and the vertical pole of second group 2 middle sections, second scaffold board 7 has been placed to detachably on the bracket cushion cap 6, the four corners of second scaffold board 7 is equipped with installation notch 71, the shape of installation notch 71 matches with the shape of the vertical pole of first vertical pole group 1 and the vertical pole of second group 2.

As a preferred embodiment, a cross-pull handrail 11 is arranged between the first vertical pole groups 1, and the cross-pull handrail 11 plays a role in protection.

As a preferred embodiment, an external facade protection net 12 is arranged outside the cross pull handrail 11.

As a preferred embodiment, a stiffening rib 13 is arranged between the first vertical rod group 1 and the second vertical rod group 2, and the stiffening rib 13 is used for enhancing the transverse strength of the device and preventing the device from deforming during use to cause a safety hazard.

As a preferred embodiment, the left and right sides of the main body frame are provided with side protection nets 14. The role of the facade protection net 12 and the side protection net 14 is to prevent the safety hazard caused by the falling of sundries when the constructors work on the first scaffold board 3 and the second scaffold board 7.

As a preferred embodiment, the lower half section between the first vertical rod group 1 and the second vertical rod group 2 is also provided with a cross-pull rail 11.

Specifically, the length of the first vertical rod group 1 is 1.2m, the length of the second vertical rod group 2 is 0.8m, the first vertical rod group 1, the second vertical rod group 2 and the transverse pull rail 11 are all L79mm specifications, and the wall thickness is larger than or equal to 6 mm. First scaffold board 3 and second scaffold board 7 all are used for constructor's walking, and each slip form template sets up operation platform alone to cat ladder about setting up at the pier wall both ends of construction. The first scaffold board 3 and the second scaffold board 7 are bound and reinforced by 12# galvanized iron wires before use. The single operating platform suggests that the operator operates as 1 person, two people need to recheck the mainly stressed bolt, and at least three fastening bolts 22 are arranged from top to bottom.

The utility model discloses the use of device does, and main body frame need process in advance, treats that the mound wall pours to the second floor after through oblique pull rod 4 with main body frame hinge to on the articulated base 41 on the template lateral wall to be fixed in the slipform template with main body frame through fastening bolt 22 on. The effect of horizontal branch 21 lies in propping up whole device on pier wall 5 this moment, ensures that operation platform can not appear rocking, increases the stability of device. Then, constructors enter the operating platform through the upper and lower crawling ladders at the two ends of the pier wall 5, the operating platform is lifted to the top along with the slip form template in the construction process, and the constructors perform the working procedures of lower half template installation and removal, defect repair and the like on the first scaffold board 3; then install second scaffold board 7 to between first vertical pole group 1 and the vertical pole of second group 2 through bracket cushion cap 6, it is firm through the ligature of galvanized iron wire simultaneously, constructor carries out the construction of first half template on second scaffold board 7. Corresponding safety measures should be made by constructors in the whole process.

The utility model discloses "connect", "fixed" that appear in the description can be fixed connection, machine-shaping, welding, also can mechanical connection, and particular case understands that above-mentioned term is in the utility model provides a concrete meaning.

In the description of the present invention, the terms "center", "upper", "lower", "horizontal", "inner", "outer", etc., are used, and their designated orientations or positional relationships are only for convenience of description and simplicity of description, but do not indicate or imply that the designated device or element must have a particular orientation, and therefore should not be construed as limiting the present invention.

Finally, it should be noted that: the above embodiments are only used for illustrating the technical solution of the present invention, and not for limiting the same; while the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those skilled in the art that; the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.

Claims (6)

1. A concrete slip form template construction operation platform comprises a main body frame and a first scaffold board (3) fixed on the lower surface of the main body frame; the slip form is characterized in that the main body frame comprises a first vertical rod group (1) and a second vertical rod group (2), the length of the first vertical rod group (1) is larger than that of the second vertical rod group (2), the upper end of the first vertical rod group (1) is hinged with one end of a diagonal draw bar (4), and the other end of the diagonal draw bar (4) is hinged with a hinged base (41) on the outer wall of the slip form; two groups of transverse supporting rods (21) are arranged on the outer side surface of the second vertical rod group (2), and the tail ends of the transverse supporting rods (21) are abutted against the formed pier wall (5); the sliding formwork further comprises a fastening bolt (22) arranged on the second vertical rod group (2), and the fastening bolt (22) penetrates through the second vertical rod group (2) and then fixes the second vertical rod group (2) at the lower end of the sliding formwork; still including setting up in bracket cushion cap (6) in first vertical pole group (1) and the vertical pole group of second (2) middle section, second scaffold board (7) have been placed to detachably on bracket cushion cap (6), the four corners of second scaffold board (7) is equipped with installation breach (71), the shape of installation breach (71) matches with the shape of first vertical pole group (1) and the vertical pole group of second (2).

2. A concrete form work platform as claimed in claim 1, wherein cross-pull rails (11) are provided between the first vertical pole sets (1).

3. The concrete slip form construction operation platform as claimed in claim 2, wherein an external vertical surface protection net (12) is arranged outside the cross pull railing (11).

4. A concrete slip form work platform as claimed in claim 1, wherein a stiffening rib (13) is provided between the first vertical pole set (1) and the second vertical pole set (2).

5. The concrete slipform construction work platform of claim 1, characterized in that the left and right sides of the main body frame are provided with side protective nets (14).

6. The concrete slip form construction work platform of claim 1, characterized in that the lower half section between the first vertical rod group (1) and the second vertical rod group (2) is also provided with a cross-pull railing (11).

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