Formwork structure for building constructional column fair-faced concrete construction

Abstract

The utility model discloses a factory building constructional column fair-faced concrete construction formwork structure, and particularly relates to the field of construction formworks, the factory building constructional column fair-faced concrete construction formwork structure comprises a first formwork assembly or a second steel formwork equivalently replaced with the first formwork assembly, and a construction assembly is movably installed on the outer side of the first formwork assembly; the first formwork assembly comprises a first steel formwork, the side surface of the first steel formwork is movably connected with a plurality of sets of transverse enclosing purlins, each set of transverse enclosing purlins comprises two transverse enclosing purlins which are arranged in an aligned mode, the surfaces of the two ends of each transverse enclosing purlin are fixedly connected with vertical enclosing purlins, and pull rods are movably connected between the vertical enclosing purlins arranged in an aligned mode in an inserted mode. The first formwork assembly is matched with the construction assembly, pouring work of concrete columns is facilitated, meanwhile, stability of the construction formwork can be enhanced, safety of the construction formwork in use can be enhanced, concrete columns of different specifications can be poured according to needs through the second formwork assembly, and construction efficiency is improved. And therefore, the universality of the construction template can be enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of construction templates, and more specifically, to a construction template structure of a factory building structural column with plain facing concrete. Background Art

[0002] The construction formwork is a tool used for pouring concrete and limiting the concrete through its own structure to form various structures, among which the construction formwork for concrete columns is one of them. The existing construction formwork for concrete columns has a relatively simple structure and only has a structure for pouring concrete, but is unable to limit and fix the construction formwork itself. At the same time, due to the high height of the construction formwork, it is inconvenient for construction workers to walk during pouring. Based on this, it is necessary to provide a construction formwork that can clamp and fix the construction formwork and facilitate concrete pouring. In addition, due to its own structural limitations, the existing construction formwork can only pour concrete columns of a single size and cannot be adjusted according to needs. Therefore, there are certain limitations. Based on this, it is necessary to provide a construction formwork that can be used for pouring concrete columns of various sizes and has enhanced versatility. Utility Model Content

[0003] The utility model aims to provide a construction formwork structure for a factory building structural column with a plain facing concrete surface, so as to solve the problems raised in the above-mentioned background technology.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a factory building structural column plain facing concrete construction formwork structure, comprising a first formwork component, the outer side of which is movably installed with a construction component;

[0005] The first template assembly comprises a first steel template, the side surface of the first steel template is movably connected with a plurality of groups of transverse purlins, each group of transverse purlins is two and arranged in opposite positions, both end surfaces of each transverse purlin are fixedly connected with vertical purlins, and tie rods are movably inserted between the vertical purlins arranged in opposite positions;

[0006] The construction assembly includes a plurality of horizontal steel pipes and a vertical steel pipe, wherein the vertical steel pipes and the horizontal steel pipes form a ladder-like structure that is movably connected, and an oblique steel pipe is detachably connected between the horizontal steel pipe and the vertical steel pipe, and the plurality of horizontal steel pipes are movably inserted into the interior of the vertical steel pipe. The connection between the horizontal steel pipe, the vertical steel pipe and the oblique steel pipe is fixed by a fastener.

[0007] In a preferred embodiment, both ends of the plurality of tie rods are threadedly connected with nuts, and the tie rods and the vertical purlins are threadedly fixed by nuts.

[0008] In a preferred embodiment, the transverse purlin and the vertical purlin are both configured as channel steel structures.

[0009] In a preferred embodiment, the construction components are provided in at least two groups, which are symmetrically arranged on both sides of the first formwork component, and the horizontal steel pipes, vertical steel pipes and inclined steel pipes are all made of stainless steel.

[0010] In a preferred embodiment, the first template assembly is equivalently replaced by a second template assembly, and the second template assembly includes two second steel templates and two third steel templates;

[0011] A plurality of first screw holes are symmetrically provided at both ends of the two second steel templates at equal distances, and second screw holes are symmetrically provided at both upper and lower ends of both sides of the two third steel templates, and the first screw holes and the second screw holes are threadedly connected by bolts.

[0012] In a preferred embodiment, the second steel template and the third steel template are equal in size.

[0013] Technical effects and advantages of the utility model:

[0014] 1. The utility model can not only enhance the stability of the construction template during concrete pouring by cooperating with the construction component through the first template component provided, but also facilitate concrete pouring. Before pouring, the tie rod is first fixed by nuts, so as to tighten and fix the vertical purlin and the transverse purlin, and then fix the first steel template. During pouring, the construction personnel are supported and raised by the construction component, and then concrete pouring can be carried out. During pouring, the stability of the construction template can be enhanced by the cooperation of the nut, the tie rod, the transverse purlin and the vertical purlin. Compared with the construction template of a single structure in the prior art, the cooperation of the above structures not only facilitates concrete pouring, but also enhances the stability of the construction template, so the safety of the construction template during use can be improved.

[0015] 2. The utility model can also cast concrete columns of different specifications as needed through the second formwork assembly, thereby enhancing the versatility of the construction formwork. When in use, the internal space size of the second steel formwork and the second steel formwork can be adjusted by adjusting the distance between the two third steel formworks and aligning the second screw holes on both sides of the two third steel formworks with one of the first screw holes on the surfaces of the two second steel formworks. Then, the bolts are threadedly connected to the first screw holes and the second screw holes to carry out the casting work. Compared with the fixed-size construction formwork in the prior art, the size of the construction formwork can be adjusted through the above operation, thereby being able to cast concrete columns of different specifications, thereby enhancing the versatility of the construction formwork. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0017] Figure 2 It is a top view of the first template component structure of the utility model;

[0018] Figure 3 This is a schematic diagram of the structure of the second template component of the utility model;

[0019] Figure 4 This is a disassembled diagram of the second template component structure of the utility model;

[0020] Figure 5 This is a schematic diagram of the second steel template structure of the utility model.

[0021] The reference numerals are: 1 first template assembly, 2 construction assembly, 3 second template assembly;

[0022] 11 first steel formwork, 12 transverse purlin, 13 vertical purlin, 14 tie rod, 111 nut;

[0023] 21 horizontal steel pipe, 22 vertical steel pipe, 23 oblique steel pipe;

[0024] 31 second steel template, 32 third steel template, 33 first screw hole, 34 second screw hole, 35 bolt. DETAILED DESCRIPTION

[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0026] Embodiment 1:

[0027] See also Figure 1-2 The utility model provides a factory building structural column plain facing concrete construction template structure, comprising a first template component 1, and a construction component 2 is movably installed on the outer side of the first template component 1;

[0028] The first formwork assembly 1 comprises a first steel formwork 11, and a plurality of groups of transverse purlins 12 are movably connected to the side surface of the first steel formwork 11, and each group of transverse purlins 12 is two and arranged in opposite positions, and both end surfaces of each transverse purlin 12 are fixedly connected to vertical purlins 13, and tie rods 14 are movably inserted between the vertical purlins 13 arranged in opposite positions;

[0029] The construction assembly 2 includes a plurality of horizontal steel pipes 21 and a vertical steel pipe 22. The vertical steel pipes 22 and the horizontal steel pipes 21 form a ladder-like structure that is movably connected. The horizontal steel pipes 21 and the vertical steel pipes 22 are detachably connected with an oblique steel pipe 23. The plurality of horizontal steel pipes 21 are movably inserted into the interior of the vertical steel pipe 22. The connection between the horizontal steel pipe 21, the vertical steel pipe 22 and the oblique steel pipe 23 is fixed by fasteners;

[0030] Specifically, the first formwork assembly 1 cooperates with the construction assembly 2 to not only facilitate the pouring of the concrete column, but also enhance the stability of the construction formwork, thereby enhancing the safety of the construction formwork when in use. Before pouring, the horizontal purlin 12 and the vertical purlin 13 are first tightened by the pull rod 14, thereby clamping and fixing the first steel formwork 11, and then the construction personnel are lifted by the construction assembly 2, thereby pouring the concrete inside the first steel formwork 11, completing the pouring work. The above structures cooperate with each other to facilitate the pouring of the concrete column while enhancing the stability, thereby enhancing the safety of use.

[0031] In this embodiment, both ends of the plurality of tie rods 14 are threadedly connected with nuts 111 , and the tie rods 14 and the vertical purlins 13 are threadedly fixed by the nuts 111 .

[0032] Specifically, by threading the nut 111 and the tie rod 14, the horizontal purlin 12 and the vertical purlin 13 can be tightened, thereby enhancing the stability and structural strength of the construction template;

[0033] In this embodiment: the transverse purlin 12 and the vertical purlin 13 are both configured as channel steel structures;

[0034] Specifically, the transverse purlin 12 and the vertical purlin 13 of the channel steel structure can enhance their own strength, thereby extending the service life of the construction formwork;

[0035] In this embodiment: the construction components 2 are provided in at least two groups, symmetrically arranged on both sides of the first template component 1, and the horizontal steel pipe 21, the vertical steel pipe 22 and the inclined steel pipe 23 are all made of stainless steel;

[0036] Specifically, the horizontal steel pipe 21, the vertical steel pipe 22 and the inclined steel pipe 23 made of stainless steel can not only enhance their own strength, but also prevent rust, thereby enhancing the practicability of the construction template.

[0037] Embodiment 2:

[0038] according to Figure 3-5 As shown, the distinguishing features of this embodiment from the embodiment 1 are: the second template assembly 3 includes two second steel templates 31 and two third steel templates 32;

[0039] A plurality of first screw holes 33 are symmetrically provided at both ends of the two second steel templates 31 , and second screw holes 34 are symmetrically provided at both upper and lower ends of both sides of the two third steel templates 32 . The first screw holes 33 and the second screw holes 34 are threadedly connected by bolts 35 .

[0040] Specifically, by adjusting the distance between the two third steel templates 32 and aligning the second screw holes 34 on both sides with the first screw holes 33 on the surface of the second steel template 31, and then threading the bolts 35 into the first screw holes 33 and the second screw holes 34, the size of the construction template can be adjusted, and then the pouring of concrete columns of different specifications can be carried out;

[0041] In this embodiment: the second steel template 31 and the third steel template 32 are of equal size;

[0042] Specifically, since the second steel formwork 31 and the third steel formwork 32 are of equal size, the gap between them can be reduced during splicing, thereby ensuring the casting quality of the construction formwork.

[0043] Working principle: When in use, before pouring the concrete column, the utility model first fixes the tie rod 14 through the nut 111, and then the horizontal purlin 12 and the vertical purlin 13 can be tightened through the tie rod 14, so that the first steel formwork 11 can be fixed to enhance the stability of the construction formwork, and then the construction personnel are supported and raised through the construction assembly 2, so that the pouring of the concrete column can be completed. The above structures cooperate with each other, which not only facilitates the pouring of the concrete column, but also enhances the stability, thereby improving the safety of the construction formwork when in use;

[0044] When in use, the utility model can carry out the pouring of concrete columns of different specifications by means of the second formwork assembly 3. Before pouring, firstly, the distance between the two third steel formworks 32 is adjusted as needed and the second screw holes 34 on both sides are aligned with one of the first screw holes 33 on the surface of the second steel formwork 31. Then, the bolts 35 are threadedly connected inside the first screw holes 33 and the second screw holes 34 to pour concrete columns of different specifications. By means of the cooperation of the above-mentioned structures, the size of the construction formwork can be adjusted and concrete columns of different specifications can be poured, thereby enhancing the versatility of the construction formwork.

[0045] Finally, a few points should be explained: First, in the description of this application, it should be noted that, unless otherwise specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, which may refer to mechanical connection or electrical connection, or internal communication between two components, or direct connection. "upper", "lower", "left", "right", etc. are only used to indicate relative positional relationships. When the absolute position of the object being described changes, the relative positional relationship may change;

[0046] Secondly: In the drawings of the embodiments disclosed in the present utility model, only the structures related to the embodiments disclosed in the present utility model are involved, and other structures can refer to the general design. In the absence of conflict, the same embodiment and different embodiments of the present utility model can be combined with each other;

[0047] Finally: The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present utility model should be included in the protection scope of the present utility model.

Claims

1. A factory building structural column plain facing concrete construction formwork structure, comprising a first formwork assembly (1), characterized in that: A construction component (2) is movably installed on the outer side of the first template component (1); The first formwork assembly (1) comprises a first steel formwork (11), the side surface of the first steel formwork (11) being movably connected to a plurality of groups of transverse purlins (12), each group of transverse purlins (12) being two and arranged in opposite positions, both end surfaces of each transverse purlin (12) being fixedly connected to vertical purlins (13), and pull rods (14) being movably inserted between the vertical purlins (13) arranged in opposite positions; The construction assembly (2) comprises a plurality of transversely arranged horizontal steel pipes (21) and longitudinally arranged vertical steel pipes (22); the vertical steel pipes (22) and the horizontal steel pipes (21) form a ladder-like structure that is movably connected; an oblique steel pipe (23) is detachably connected between the horizontal steel pipe (21) and the vertical steel pipe (22); the plurality of horizontal steel pipes (21) are movably inserted into the interior of the vertical steel pipe (22); and the connection between the horizontal steel pipe (21), the vertical steel pipe (22) and the oblique steel pipe (23) is fixed by fasteners.

2. The factory building structural column plain facing concrete construction formwork structure according to claim 1, characterized in that: Both ends of the plurality of tie rods (14) are threadedly connected with nuts (111), and the tie rods (14) and the vertical purlins (13) are threadedly fixed via the nuts (111).

3. The factory building structural column plain facing concrete construction formwork structure according to claim 1, characterized in that: The transverse purlin (12) and the vertical purlin (13) are both configured as channel steel structures.

4. The factory building structural column plain facing concrete construction formwork structure according to claim 1, characterized in that: The construction components (2) are arranged in at least two groups, which are symmetrically arranged on both sides of the first formwork component (1); the horizontal steel pipes (21), vertical steel pipes (22) and inclined steel pipes (23) are all made of stainless steel.

5. The factory building structural column plain facing concrete construction formwork structure according to claim 1, characterized in that: The first template assembly (1) is equivalently replaced by a second template assembly (3), wherein the second template assembly (3) comprises two second steel templates (31) and two third steel templates (32); A plurality of first screw holes (33) are symmetrically provided at both ends of the two second steel templates (31), and second screw holes (34) are symmetrically provided at both upper and lower ends of both sides of the two third steel templates (32), and the first screw holes (33) and the second screw holes (34) are threadedly connected by bolts (35).

6. The factory building structural column plain facing concrete construction formwork structure according to claim 5, characterized in that: The second steel template (31) and the third steel template (32) are of equal size.

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