CN219528388U - Assembled slip form template system of adjustable camber - Google Patents

Abstract

The utility model relates to the technical field of building construction, and discloses an assembled slip form template system with adjustable curvature, which comprises the following components: the lifting device comprises a plurality of panels connected end to end and a plurality of door lifting frames arranged at the bottom of the panels; the panel is provided with an auxiliary rib assembly, the auxiliary rib assembly comprises vertical frames arranged at the edges of two vertical sides of the panel, a plurality of vertical ribs arranged between the vertical frames and transverse ribs connected with the vertical ribs, two ends of the vertical frames are inwards extended to be provided with first transverse rib connecting plates, two ends of the vertical ribs close to the vertical frames are provided with first reinforcing rib plates, two ends of the vertical ribs adjacent to the first reinforcing rib plates are provided with second transverse rib connecting plates, the vertical ribs are fixedly welded with the panel, the transverse ribs are connected with the vertical ribs through bolts, and the formwork enclosure adopts the same curvature as a concrete structure, so that the arc-shaped mode of 'in direct bending' formed by splicing of the traditional multiple formworks is changed, and the formed shape and the size of the concrete structure are more in accordance with design requirements.

Description

Assembled slip form template system of adjustable camber

Technical Field

The utility model relates to the technical field of building construction, in particular to an assembled slip form template system with adjustable curvature.

Background

At present, circular concrete silos, chimneys and the like belong to cast-in-situ reinforced concrete structures with curvature, the structures are often constructed by using a sliding formwork technology, more sliding formworks are formed by using shaping steel formworks with the width of 0.3 m-0.6 m and the height of 1.2m, the shaping steel formworks are spliced by using a plurality of formworks required by the circular structure in a straight bending mode, annular formwork back edges of the circular structure are often formed by manually bending channel steel, the channel steel and the formworks spliced by linear steel formworks have the defects of inconsistent arc curvature and imprecise splicing, and the steel formworks are smaller in width, more in splicing seams and difficult in appearance quality control of the concrete structure, so the utility model is born.

Disclosure of Invention

The utility model provides an assembled sliding formwork system with adjustable curvature, which aims to solve the problems in the background technology.

In order to solve the technical problems, the utility model provides an assembled sliding formwork system with adjustable curvature, which comprises: the lifting device comprises a plurality of panels connected end to end and a plurality of door lifting frames arranged at the bottom of the panels; the panel is characterized in that the panel is provided with an auxiliary rib assembly, the auxiliary rib assembly comprises vertical frames arranged at the edges of two vertical sides of the panel, a plurality of vertical ribs arranged between the vertical frames and transverse ribs connected with the vertical ribs, two ends of the vertical frames extend inwards to be provided with first transverse rib connecting plates, two ends of the vertical ribs close to the vertical frames are provided with first reinforcing rib plates, two ends of the vertical ribs adjacent to the first reinforcing rib plates are provided with second transverse rib connecting plates, the vertical ribs are welded and fixed with the panel, and the transverse ribs are connected with the vertical ribs through bolts.

In some embodiments of the present utility model, a plurality of second reinforcing rib plates are arranged at the middle part of the vertical rib, and the plurality of second reinforcing rib plates are symmetrically arranged along the center of the length direction of the vertical rib.

In some embodiments of the utility model, a template enclosure is arranged on the outer surface of the panel, an enclosure connecting plate is arranged between adjacent template enclosures, and the template enclosure and the enclosure connecting plate are fixed through bolts.

In some embodiments of the present utility model, the panel is made of stainless steel, the thickness of the panel is 2mm, the length of the panel is 2500mm, and the width of the panel is 1200mm.

In some embodiments of the present utility model, the first reinforcing rib plate and the second reinforcing rib plate are made of Q235 steel, and the first reinforcing rib plate and the second reinforcing rib plate are welded and fixed with the vertical rib.

In some embodiments of the present utility model, the vertical rib is made of channel steel, and the specification of the vertical rib is 1157×53×3mm.

In some embodiments of the present utility model, a plurality of the gate-type lifting frames are uniformly arranged at intervals at the bottom of the panel, and the gate-type lifting frames are all directed to the center of the curved surface.

Compared with the prior art, the utility model has the following characteristics and beneficial effects:

the modular panel and the rib-attached combined body form an arc-shaped formwork system, the formwork enclosure adopts the same curvature as a concrete structure, the traditional arc-shaped method of splicing a plurality of formworks is changed, the formed shape and the size of the concrete structure are more in accordance with the design requirement, the formwork enclosure adopts a stainless steel formwork, the formwork enclosure is strong in bending adjustability, the formwork transportation and storage are both planar structures, the modular panel and the rib-attached combined body can be processed into a wider panel and rib-attached combined body, the formwork enclosure with different curvatures meets the formwork curvature requirement of different types of structures, the curvature adjustability is strong, the formwork panel adopts stainless steel materials, the strength is high, the quality of the manufactured formwork is stable, the corrosion resistance is good, the designed wide panel has fewer splice joints, the formed appearance quality of the concrete structure is good, the formwork enclosure is connected with the panels, the vertical frames and the enclosure connecting plates through bolts, the formwork and the rib-attached modular processing are adopted at other parts, the construction is simple and convenient, and popularization and use can produce good effects.

Drawings

FIG. 1 is a schematic front view of the overall structure of an embodiment of the present utility model;

FIG. 2 is a schematic top view of the overall structure of an embodiment of the present utility model;

FIG. 3 is a schematic side view of the overall structure of an embodiment of the present utility model;

FIG. 4 is a schematic view of a form panel enclosure according to an embodiment of the present utility model;

fig. 5 is a schematic diagram of the overall structure assembly of an embodiment of the present utility model.

100, panels; 200. a door type lifting frame; 300. a rib-attached assembly; 310. a vertical frame; 320. vertical ribs; 330. a cross rib; 340. a first cross rib connecting plate; 350. a first reinforcing rib plate; 360. a second cross rib connecting plate; 370. a second reinforcing rib plate; 400. a template enclosure; 500. and a surrounding ring connecting plate.

Detailed Description

The following describes in further detail the embodiments of the present utility model with reference to the drawings and examples. The following examples are illustrative of the utility model and are not intended to limit the scope of the utility model.

In the description of the present utility model, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the present utility model and simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.

The terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.

As shown in fig. 1-5, in accordance with some embodiments of the present utility model, an adjustable curvature fabricated slip-form formwork system includes: the panel 100, panel 100 sets up a plurality of, panel 100 adopts stainless steel panel 100, panel 100 thickness is 2mm, panel 100's length and width is 2500mm and 1200mm respectively, panel 100's bottom is provided with a plurality of portal hoisting frame 200, a plurality of portal hoisting frame 200 even interval sets up in panel 100's bottom, be provided with on the panel 100 and attach rib assembly 300, attach rib assembly 300 including setting up the vertical frame 310 at panel 100 vertical both sides edge, a plurality of vertical rib 320 between vertical frame 310, and connect in a plurality of horizontal rib 330 of vertical rib 320, vertical frame 310's both ends are inwards extended and are provided with first horizontal rib 330 connecting plate, be close to vertical rib 320's both ends of vertical frame 310 and be provided with first deep-web 350, vertical rib 320 and panel 100 welded fastening, horizontal rib 330 and vertical rib 320 pass through bolted connection, the diameter of silo can be adjusted through the horizontal rib 330 when using.

It should be noted that, the height of the upright post of the portal crane 200 is 2100mm, the upright post and the cross beam of the portal crane 200 are all made of 16 channel steel, the upright post and the cross beam are welded and connected, the portal crane 200 is used as a main force transmission component of a sliding mode system, all construction loads are transferred to the supporting rod, and meanwhile, the portal crane 200 is used as a reinforcing component of a stainless steel template to control the section of the template.

According to some embodiments of the present utility model, the plurality of second reinforcing ribs 370 are provided at the middle of the vertical rib 320, and the plurality of second reinforcing ribs 370 are symmetrically provided along the center of the length direction of the vertical rib 320.

According to some embodiments of the present utility model, the outer surface of the panel 100 is provided with the panel girts 400, and the girt connection plates 500 are provided between adjacent panel girts 400, and the panel girts 400 and the girt connection plates 500 are fixed by bolts.

According to some embodiments of the present utility model, the panel 100 is made of stainless steel, the thickness of the panel 100 is 2mm, the length of the panel 100 is 2500mm, and the width of the panel 100 is 1200mm.

According to some embodiments of the present utility model, the first reinforcing rib plate 350 and the second reinforcing rib plate 370 are made of Q235 steel, and the first reinforcing rib plate 350 and the second reinforcing rib plate 370 are welded and fixed with the vertical rib 320.

According to some embodiments of the present utility model, the vertical ribs 320 are made of channel steel, and the vertical ribs 320 have a size of 1157×53×3mm.

According to some embodiments of the present utility model, the plurality of portal lifting frames 200 are uniformly spaced at the bottom of the panel 100, and the plurality of portal lifting frames 200 are all directed to the center of the curved surface.

In summary, the utility model relates to the technical field of building construction, and discloses an assembled sliding formwork system with adjustable curvature, which comprises: the lifting device comprises a plurality of panels connected end to end and a plurality of door lifting frames arranged at the bottom of the panels; the concrete structure is characterized in that the panel is provided with an auxiliary rib assembly, the auxiliary rib assembly comprises vertical frames arranged at the edges of two vertical sides of the panel, a plurality of vertical ribs arranged between the vertical frames and transverse ribs connected with the vertical ribs, two ends of the vertical frames extend inwards to be provided with first transverse rib connecting plates, two ends of the vertical ribs close to the vertical frames are provided with first reinforcing rib plates, two ends of the vertical ribs adjacent to the first reinforcing rib plates are provided with second transverse rib connecting plates, the vertical ribs are welded and fixed with the panel, the transverse ribs are connected with the vertical ribs through bolts, and the template enclosure adopts the same curvature as a concrete structure, so that the arc-shaped mode of 'in direct bending' of the traditional multi-block template splicing is changed, and the formed shape and the size of the concrete structure are more in accordance with design requirements.

The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and substitutions can be made by those skilled in the art without departing from the technical principles of the present utility model, and these modifications and substitutions should also be considered as being within the scope of the present utility model.

Claims (7)

1. An adjustable curvature assembled slip form formwork system comprising: a plurality of panels (100) connected end to end and a plurality of door lifting frames (200) arranged at the bottom of the panels (100); the novel panel is characterized in that the panel (100) is provided with an auxiliary rib assembly (300), the auxiliary rib assembly (300) comprises vertical frames (310) arranged at the edges of two vertical sides of the panel (100), a plurality of vertical ribs (320) arranged between the vertical frames (310) and transverse ribs (330) connected with the vertical ribs (320), two ends of the vertical frames (310) are inwards extended to be provided with first transverse rib (330) connecting plates, two ends of the vertical ribs (320) close to the vertical frames (310) are provided with first reinforcing rib plates (350), two ends of the vertical ribs (320) adjacent to the first reinforcing rib plates (350) are provided with second transverse rib (330) connecting plates, the vertical ribs (320) are fixedly welded with the panel (100), and the transverse ribs (330) are connected with the vertical ribs (320) through bolts.

2. The curvature-adjustable assembled slip form formwork system as claimed in claim 1, wherein a plurality of second reinforcing rib plates (370) are arranged at the middle part of the vertical rib (320), and the plurality of second reinforcing rib plates (370) are symmetrically arranged along the center of the length direction of the vertical rib (320).

3. The curvature-adjustable assembled slip form formwork system as claimed in claim 1, wherein a formwork enclosure (400) is provided on an outer surface of the panel (100), an enclosure connection plate (500) is provided between adjacent formwork enclosures (400), and the formwork enclosure (400) and the enclosure connection plate (500) are fixed by bolts.

4. The curvature-adjustable assembled slip form system of claim 1, wherein the panel (100) is made of stainless steel, the thickness of the panel (100) is 2mm, the length of the panel (100) is 2500mm, and the width of the panel (100) is 1200mm.

5. The curvature-adjustable assembled slip form formwork system as claimed in claim 2, wherein the first reinforcing rib plate (350) and the second reinforcing rib plate (370) are made of Q235 steel, and the first reinforcing rib plate (350) and the second reinforcing rib plate (370) are welded and fixed with the vertical rib (320).

6. The curvature-adjustable assembled slip form system of claim 1, wherein the vertical ribs (320) are made of channel steel, and the vertical ribs (320) have a gauge of 1157 x 53 x 3mm.

7. The curvature-adjustable assembled slip form formwork system as claimed in claim 1, wherein the plurality of gate-type lifting frames (200) are uniformly spaced at the bottom of the panel (100), and the plurality of gate-type lifting frames (200) are all directed to the center of the curved surface.