CN214329898U

CN214329898U - Template construction assembly of beam-slab integral structure

Info

Publication number: CN214329898U
Application number: CN202120040855.2U
Authority: CN
Inventors: 陈海强
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-01-07
Filing date: 2021-01-07
Publication date: 2021-10-01
Anticipated expiration: 2031-01-07

Abstract

The utility model provides a roof beam slab overall structure's template construction subassembly, is including pouring the casing, the top of pouring the casing is equipped with outer board even, outer board even extends the setting along the length direction of pouring the casing, is equipped with the butt subassembly respectively in the both sides of pouring the casing, is equipped with a backup pad in butt subassembly and the below of pouring the casing, is equipped with a supporting base in the below of backup pad, is equipped with the support frame in the below of supporting base, it sets up a plurality of lip blocks to pour between casing and the backup pad, the lip block interval sets up. This application adopts to pour casing and outer even board and butt subassembly cooperation setting for whole structure setting that can regard as the roof beam, and outer even board if the span is great, can regard as the template of floor alone, need lay between two casing of pouring under the general condition, and this makes this application overall structure's flexibility stronger, can fix a position as required on-the-spot and arrange.

Description

Template construction assembly of beam-slab integral structure

Technical Field

The application relates to a template construction assembly of a beam-slab integral structure.

Background

In the construction process of the building beam slab, generally, after a scaffold is erected, personnel need to lay a template above the scaffold and pour the subsequent beam slab, and therefore certain danger is caused. After the construction is finished, the maintenance needs to be carried out for a long time, and in the maintenance process, the whole supporting structure cannot be detached, so that the utilization rate of equipment is greatly reduced, the engineering efficiency is reduced, or a plurality of sets of template equipment need to be occupied, and the engineering cost and the engineering construction period are objectively improved.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem, the application provides a beam slab overall structure's template construction subassembly, including pouring the casing, the top of pouring the casing is equipped with outer even board, outer even board extends the setting along the length direction who pours the casing, is equipped with the butt subassembly respectively in the both sides of pouring the casing, is equipped with a backup pad in butt subassembly and the below of pouring the casing, is equipped with a supporting base in the below of backup pad, is equipped with the support frame in the below of supporting base, it sets up a plurality of lip blocks to pour between casing and the backup pad, the lip block interval sets up. This application adopts to pour casing and outer even board and butt subassembly cooperation setting for whole structure setting that can regard as the roof beam, and outer even board if the span is great, can regard as the template of floor alone, need lay between two casing of pouring under the general condition, and this makes this application overall structure's flexibility stronger, can fix a position as required on-the-spot and arrange.

Preferably, the pouring shell comprises a bottom template and vertical templates arranged on two sides of the bottom template, a plurality of reinforcing ribs are arranged on the outer sides of the vertical templates, and the reinforcing ribs extend along the transverse direction of the vertical templates.

Preferably, the abutting assembly comprises an abutting plate which is abutted against the reinforcing rib, a supporting inclined rod is arranged on one side, away from the reinforcing rib, of the abutting plate in an abutting mode, and an adjustable block is arranged at one end, away from the abutting plate, of the supporting inclined rod.

Preferably, the adjustable block comprises a sliding block which is abutted against the supporting inclined rod, and the sliding block is fixedly connected with the supporting plate through a connecting bolt; one side of the sliding block facing the pouring shell is provided with an arc-shaped surface. The adjustment range of this application relies on the cambered surface of slider and pours the biggest and minimum distance of casing in fact, like this can be convenient go to adjust girder and auxiliary girder, improve the suitability of this application under all kinds of situations.

Preferably, the support frame includes vertical support rods, is equipped with the slant stiffener of slant setting between vertical support rod.

Preferably, still include a plurality of transverse connection poles, the crossing point between transverse connection pole and slant stiffener and the vertical support pole links firmly the setting.

Preferably, the pouring shells are arranged at intervals, and a floor slab template is arranged between the pouring shells.

Preferably, the floor slab formwork is arranged between the outer connecting plates of the adjacent casting shells.

Preferably, the bottom of the supporting base is provided with a plurality of height fine adjustment mechanisms.

Preferably, the height fine adjustment mechanism comprises a foot part, a fine adjustment support rod is arranged on the foot part, a fine adjustment nut is arranged on the fine adjustment support rod, and a fine adjustment screw rod matched with the fine adjustment nut is arranged on the support frame above the fine adjustment nut. This application cup joints through the fine setting nut that the foot is connected and adjusts on the fine setting screw rod, and the part is made level before the beam slab construction under general condition, can improve adjustable maximum height through the height of adjustment fine setting nut.

This application can bring following beneficial effect:

1. the pouring shell, the outer connecting plate and the abutting assembly are matched, so that the whole can be used as a structure of a beam, if the span of the outer connecting plate is large, the outer connecting plate can be independently used as a template of a floor slab, and generally two pouring shells need to be paved, so that the whole structure is high in flexibility and can be positioned and arranged on site as required;

2. the applied adjusting range is actually based on the maximum and minimum distances between the cambered surface of the sliding block and the pouring shell, so that the main beam and the auxiliary beam can be conveniently adjusted, and the applicability of the application under various conditions is improved;

3. this application cup joints through the fine setting nut that the foot is connected and adjusts on the fine setting screw rod, and the part is made level before the beam slab construction under general condition, can improve adjustable maximum height through the height of adjustment fine setting nut.

Drawings

The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:

FIG. 1 is a schematic structural diagram of the present application;

FIG. 2 is an enlarged view of portion A of FIG. 1;

FIG. 3 is a schematic view of a casting shell construction;

fig. 4 is a side view of the structure of fig. 3.

Detailed Description

In order to clearly explain the technical features of the present invention, the present application will be explained in detail by the following embodiments in combination with the accompanying drawings.

As shown in the drawings, the following detailed description is given by way of example in order to more clearly explain the overall concept of the present application.

In addition, in the description of the present application, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "axial", "radial", "circumferential", and the like, indicate orientations and positional relationships based on those shown in the drawings, are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present application.

The embodiments in the present specification are described in a progressive manner, and the same and similar parts among the embodiments are referred to each other, and each embodiment focuses on the differences from the other embodiments.

Furthermore, the terms "first", "second" and "first" 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 defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.

In this application, unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, removable connections, or integral parts; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may be directly contacting the first and second features or indirectly contacting the first and second features through intervening media. In the description herein, reference to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the application. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

In a first embodiment, as shown in fig. 1 to 4, a formwork construction assembly of a beam-slab integral structure includes a casting casing 1, an external connecting plate 2 is arranged on the top of the casting casing 1, the external connecting plate 2 extends along the length direction of the casting casing, abutting components 3 are respectively arranged on two sides of the casting casing 1, a supporting plate 4 is arranged below the abutting components 3 and the casting casing 1, a supporting base 5 is arranged below the supporting plate 4, a supporting frame 6 is arranged below the supporting base 5, a plurality of supporting cushion blocks 7 are arranged between the casting casing 1 and the supporting plate 4, and the supporting cushion blocks 7 are arranged at intervals. The pouring casing 1 comprises a bottom formwork 8 and vertical formworks 9 arranged on two sides of the bottom formwork 8, a plurality of reinforcing ribs 10 are arranged on the outer side of each vertical formwork 9, and the reinforcing ribs 10 extend along the transverse direction of the vertical formworks 9. The abutting assembly 3 comprises an abutting plate 11 which is abutted with the reinforcing rib 10, a supporting inclined rod 12 is abutted to one side of the abutting plate 11, which is far away from the reinforcing rib 10, and an adjustable block 13 is arranged at one end, which is far away from the abutting plate 11, of the supporting inclined rod 12. The adjustable block 13 comprises a sliding block 14 which is abutted against the supporting inclined rod 12, and the sliding block 14 is fixedly connected with the supporting plate 4 through a connecting bolt 15; an arc-shaped surface is arranged on one side of the sliding block 14 facing the pouring shell 1. The support frame 6 comprises vertical support rods 16, and oblique reinforcing rods 17 obliquely arranged are arranged between the vertical support rods 16. The device is characterized by further comprising a plurality of transverse connecting rods 18, wherein the transverse connecting rods 18 are fixedly connected with the cross points between the oblique reinforcing rods 17 and the vertical supporting rods 16. The pouring shells 1 are arranged at intervals, and floor slabs 19 are arranged between the pouring shells 1. The floor slab formwork 19 is arranged between the outer connecting plates 2 of the adjacently arranged pouring shells 1. The bottom of the supporting base 5 is provided with a plurality of height fine adjustment mechanisms 20. The height fine adjustment mechanism 20 comprises a foot part 21, a fine adjustment support rod 22 is arranged on the foot part 21, a fine adjustment nut 23 is arranged on the fine adjustment support rod 22, and a fine adjustment screw 24 matched with the fine adjustment nut 23 is arranged on the support frame 6 above the fine adjustment nut 23.

During the use, at first according to the drawing set up the position distribution of upper beam 25 and floor 26, then set up casing 1 position and floor template of pouring to set up the baffle at the edge, then pour can, when later stage maintenance, after intensity reached the certain degree, can demolish the support base 5 and the support frame 6 of bottom, the butt subassembly 3 of lateral part also can be disassembled and is favorable to improving the utilization ratio of template, reduction of erection time.

The embodiments in the present specification are described in a progressive manner, and the same and similar parts among the embodiments are referred to each other, and each embodiment focuses on the differences from the other embodiments. In particular, for the system embodiment, since it is substantially similar to the method embodiment, the description is simple, and for the relevant points, reference may be made to the partial description of the method embodiment.

The above are merely examples of the present application and are not intended to limit the present application. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.

Claims

1. The utility model provides a beam slab overall structure's template construction subassembly which characterized in that: including pouring the casing, the top of pouring the casing is equipped with outer even board, outer even board extends the setting along the length direction who pours the casing, is equipped with the butt subassembly respectively in the both sides of pouring the casing, is equipped with a backup pad in butt subassembly and the below of pouring the casing, is equipped with a support base in the below of backup pad, is equipped with the support frame in the below of support base, it sets up a plurality of supporting pad blocks to pour between casing and the backup pad, the supporting pad block interval sets up.

2. The formwork construction assembly of a beam-slab integral structure according to claim 1, wherein: the pouring shell comprises a bottom template and vertical templates arranged on two sides of the bottom template, a plurality of reinforcing ribs are arranged on the outer sides of the vertical templates, and the reinforcing ribs extend along the transverse direction of the vertical templates.

3. The formwork construction assembly for a beam-slab integral structure according to claim 2, wherein: the butt joint subassembly includes a butt joint board that sets up with the strengthening rib butt, and the one side butt of keeping away from the strengthening rib at the butt joint board sets up a support down tube, but the one end that the butt joint board was kept away from to the support down tube sets up an adjusting block.

4. The formwork construction assembly of a beam-slab integral structure according to claim 3, wherein: the adjustable block comprises a sliding block which is abutted against the supporting inclined rod, and the sliding block is fixedly connected with the supporting plate through a connecting bolt; one side of the sliding block facing the pouring shell is provided with an arc-shaped surface.

5. The formwork construction assembly of a beam-slab integral structure according to claim 1, wherein: the support frame includes vertical support rod, is equipped with the slant stiffener of slant setting between vertical support rod.

6. The formwork construction assembly for a beam-slab integral structure according to claim 5, wherein: still include a plurality of transverse connection poles, the crosspoint between transverse connection pole and slant stiffener and the vertical support pole links firmly the setting.

7. The formwork construction assembly of a beam-slab integral structure according to claim 1, wherein: the pouring shells are arranged at intervals, and floor slabs are arranged between the pouring shells.

8. The formwork construction assembly for a beam-slab integral structure according to claim 7, wherein: the floor slab formwork is arranged between the outer connecting plates of the adjacent casting shells.

9. The formwork construction assembly for a beam-slab integral structure according to claim 7, wherein: and a plurality of height fine-tuning mechanisms are arranged at the bottom of the supporting base.

10. The formwork construction assembly for a beam-slab integral structure according to claim 9, wherein: the height fine adjustment mechanism comprises a foot part, a fine adjustment supporting rod is arranged on the foot part, a fine adjustment nut is arranged on the fine adjustment supporting rod, and a fine adjustment screw rod matched with the fine adjustment nut is arranged on the supporting frame above the fine adjustment nut.