Inner mold supporting system of annular structure

Abstract

The utility model relates to a supporting system, belongs to the technical field of building structure construction, and particularly relates to an annular structure internal mold supporting system which comprises an annular structure, a supporting disc assembly and a customized steel assembly. The supporting disc assembly comprises an outer supporting pipe arranged outside the center positioning rod in a sleeving mode. The customized steel assembly comprises through steel fixedly mounted on the inner side of the annular structure; the effects of enhancing practicability and improving safety are achieved, and the problems that due to the fact that the wall of a circular structure is too thick, double-side formwork erecting cannot be carried out, independent formwork erecting is needed on the inner side, an inner formwork support cannot be installed, and meanwhile due to the fact that the side wall is high, a single-side formwork erecting inclined strut cannot meet the stress requirement of the inner formwork support are solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to building structure construction technical field, especially a ring structure inner mould support system. BACKGROUND

[0002] The ring prestressed structure is a structure form with ring prestressed reinforcement as the main component, which is usually composed of two parts: ring prestressed reinforcement and concrete structure, and the ring prestressed reinforcement is a specially designed steel bar, which has a ring section and can bear large tension.

[0003] Through the search, the patent with the announcement number CN218438148U discloses a tank body high-altitude inner formwork support system, which comprises a scaffold, the scaffold is erected on a high-altitude operation platform fixedly connected at a predetermined height in the tank body, the high-altitude operation platform comprises I-beam main beams, I-beam secondary beams and steel plates, a plurality of I-beam main beams are arranged in parallel, and the two ends of the I-beam main beams are connected to the tank body concrete shear walls respectively, the I-beam secondary beams are connected vertically between adjacent I-beam main beams, and the steel plates are laid on the upper parts of the I-beam secondary beams. The utility model erects a high-altitude operation platform at a predetermined height in the tank body, and the scaffold is erected on the upper part of the high-altitude operation platform, so that the full scaffold does not need to be erected at the lower part, the engineering quantity of the scaffold erection is reduced, the engineering quantity is relatively small, and the construction is convenient.

[0004] Based on the above search and the existing technology, it is found that

[0005] Although the above-mentioned search patent reduces the number of scaffoldings, the circular structure wall is too thick, bilateral formwork cannot be carried out, the inner side needs to be separately supported, the inner formwork support cannot be installed, and due to the high height of the side wall, the unilateral formwork inclined support cannot meet the stress requirement of the inner formwork support, so there is certain limitation. UTILITY MODEL CONTENTS

[0006] In order to solve the above technical problems, the utility model provides a ring structure inner mould support system, which has the advantages of convenient construction, high safety performance, high construction efficiency and high turnover efficiency.

[0007] The technical solution for achieving the purpose of the utility model is as follows: a ring structure inner mould support system, which comprises a ring structure, a center positioning rod arranged in the ring structure, a support disc assembly and a customized steel assembly.

[0008] The support disc assembly comprises an outer support pipe sleeved outside the center positioning rod.

[0009] The customized steel assembly comprises a through steel fixedly installed on the inner side of the ring structure.

[0010] Preferably, the outer support pipe is externally fixedly installed with a plurality of connecting heads, one end of each of the connecting heads is inserted with a horizontal support rod, and the inner support plate is fixedly installed inside the outer support pipe and abuts against the outside of the center positioning rod.

[0011] Preferably, the inner side of the customized steel assembly is fixedly installed with a plurality of wood squares, the outside of each of the wood squares is threadedly installed with a U-shaped support through bolts, and one end of the U-shaped support is clamped with the other end of the horizontal support rod.

[0012] Preferably, the horizontal support rod is fixedly installed with vertical connecting rods, and horizontal connecting rods are fixedly installed between each of the vertical connecting rods and on the horizontal support rod.

[0013] Preferably, a plurality of the through-shaped steels are arranged, the through-shaped steel is fixedly installed with a demolition steel three on one side, the through-shaped steel is fixedly installed with a demolition steel one on the other side, and the demolition steel one and the demolition steel three are fixedly installed with a demolition steel two therebetween.

[0014] Compared with the prior art, the utility model has the following obvious advantages:

[0015] Firstly, the utility model is of a circular structure, has a moderate wall thickness, does not need to be separately supported on the inner side, can meet the requirement of single-side support, and when the bottom plate and the side wall are poured at one time, the circular structure is stably supported on the inner mold, thereby improving the safety performance during construction.

[0016] Secondly, the utility model adopts a bolt and plug-in type installation method, has the advantages of convenient construction and convenient disassembly, and in addition, the frame body is stable as a whole, has high safety performance, has high efficiency during installation and construction, and has good construction quality.

[0017] The problems that the existing circular structure has an excessively thick wall thickness, cannot be double-side supported, needs to be separately supported on the inner side, the inner mold support cannot be installed, and the single-side support inclined support cannot meet the stress requirement of the inner mold support due to the high height of the side wall are solved. BRIEF DESCRIPTION OF DRAWINGS

[0018] The utility model will be further explained in connection with the drawings and embodiments as follows:

[0019] Figure 1 is the overall plan structure schematic view provided by the utility model;

[0020] Figure 2 is the overall cross section structure schematic view provided by the utility model;

[0021] Figure 3 is the customized steel mold plate assembly structure schematic view provided by the utility model;

[0022] Figure 4The utility model provides a support disc plane and side surface structure schematic diagram.

[0023] Mark explanation:

[0024] 1, annular structure; 2, wood square; 3, U-shaped support; 4, horizontal support rod; 5, vertical connecting rod; 6, center positioning rod; 7, support disc assembly; 701, connecting head; 702, outer support pipe; 703, inner support plate; 8, horizontal connecting rod; 9, custom steel assembly; 901, through type steel; 902, demolition steel one; 903, demolition steel two; 904, demolition steel three. Specific implementation

[0025] The utility model is described in detail below, and the technical scheme in the embodiment of the utility model is clearly and completely described. Obviously, the described embodiment is only a part of the embodiment of the utility model, not all. Based on the embodiment of the utility model, all other embodiments obtained by the ordinary skill in the art without creative labor belong to the scope of the utility model protection.

[0026] The utility model provides a kind of annular structure inner mould support system by improvement, and the technical scheme of the utility model is:

[0027] As Figures 1-4 As shown in a kind of annular structure inner mould support system, including annular structure 1, the inside of annular structure 1 is provided with center positioning rod 6, and it provides good auxiliary effect for the reinforcement of device, further including support disc assembly 7 and custom steel assembly 9;

[0028] Support disc assembly 7, support disc assembly 7 includes the outer support pipe 702 of being set in the outside of center positioning rod 6, and outer support pipe is φ300mm hollow steel pipe, wall thickness is not less than 10mm, height is not less than 200mm, very good protection center positioning rod 6 in the process of using component, avoid positioning rod to be damaged;

[0029] Custom steel assembly 9, custom steel assembly 9 includes the through type steel 901 of being fixedly installed in the inner side of annular structure 1, and multiple through type steels 901 improve the safety when installing inner side mould.

[0030] Further, the outside of outer support pipe 702 is fixedly installed with multiple connecting heads 701, and the one end of each connecting head 701 is inserted with horizontal support rod 4, and the inside of outer support pipe 702 is fixedly installed with inner support plate 703, and the one end of inner support plate 703 is in abutment with the outside of center positioning rod 6, and horizontal support rod 4 is installed from below to above layer by layer, and the overall stability of frame body is stabilized.

[0031] As a further scheme of the utility model, the inner side of the customized steel assembly 9 is fixedly installed with multiple wood bars 2, the outer side of each wood bar 2 is fixedly installed with a U-shaped support 3 through a bolt thread, one end of the U-shaped support 3 is clamped with the other end of the horizontal support rod 4, the horizontal support rod 4 and the U-shaped support 3 are symmetrically installed with the support disc assembly 7 as the center, which facilitates installation and dismounting and improves the turnover efficiency of the device.

[0032] Further, the horizontal support rod 4 is fixedly installed with a vertical connecting rod 5, multiple horizontal connecting rods 8 are fixedly installed between each vertical connecting rod 5, and the horizontal connecting rod 8 is fixedly installed on the horizontal support rod 4, which strengthens the connection between the parts and improves the firmness of the device.

[0033] Further, multiple through-type steels 901 are arranged, the through-type steel 901 is fixedly installed with a demolition steel three 904 on one side, the through-type steel 901 is fixedly installed with a demolition steel one 902 on the other side, the demolition steel one 902 and the demolition steel three 904 are fixedly installed with a demolition steel two 903, the single-side steel plate is divided into multiple equal parts according to stress calculation, one of which is a demolition steel, and the remaining ones are all through-type steels 901, the demolition steel is further divided into three steel plates for facilitating formwork dismounting.

[0034] Specific working method is: when the inner mold support system is erected, the through-type steel 901 is installed first, and then the demolition steel is assembled, the steel plates are connected through bolts, the steel plate surface is a steel plate with a thickness of 4mm, the back lath is a steel plate with a thickness of 5mm and a height of 60mm, the back lath is a lattice type, and the steel plate thickness and the back lath spacing are adjusted according to the mold stress calculation; subsequently, the wood bar 2 is temporarily fixed at the assembly joint of the customized steel assembly 9, and a support frame body is erected synchronously, when the frame body is erected, the center positioning rod 6 is temporarily fixed first, the support disc assembly 7 is sleeved on the center positioning rod 6, after the disc is positioned, the support disc assembly 7 is fixed through fasteners above and below, one end of the horizontal support rod 4 is inserted into the connecting head 701 on the support disc assembly 7, the other end is inserted into the U-shaped support 3, the other end of the U-shaped support 3 is topped to the wood bar 2, the wood bar 2 and the steel plate are tightly topped through the screw on the U-shaped support 3, the horizontal support rod 4 and the U-shaped support 3 are symmetrically installed with the support disc assembly 7 as the center, the horizontal support rod 4 is installed layer by layer from bottom to top, in order to stabilize the overall stability of the frame body, the vertical connecting rod 5 is erected in the middle of the horizontal support rod 4, the horizontal support rod 4 is connected, then the vertical connecting rod 5 is connected through the horizontal connecting rod 8, after waiting for the completion of concrete pouring, when the formwork is removed, the bolts on the formwork are removed first, then the steel formwork is removed from the starting demolition steel, the U-shaped support 3 is removed, the customized steel assembly 9 is removed, and finally the whole frame body is removed.

[0035] The technical means disclosed by the utility model scheme are not limited to the technical means disclosed by the above technical means, and also include technical schemes composed of equivalent replacement of the above technical features. The unfinished matters of the utility model belong to the common knowledge of the person skilled in the art.

Claims

1. A ring structure internal formwork support system comprising a ring structure (1), characterised in that: The inside of the ring structure (1) is provided with a center positioning rod (6), further comprising; A support disc assembly (7) comprising an outer support tube (702) sleeved outside the center positioning rod (6); A customized steel assembly (9) comprising a through steel (901) fixedly installed inside the ring structure (1).

2. A ring-form inner formwork support system according to claim 1, wherein: A plurality of connecting heads (701) are fixedly installed outside the outer support tube (702), one end of each connecting head (701) is inserted with a horizontal support rod (4), an inner support plate (703) is fixedly installed inside the outer support tube (702), and one end of the inner support plate (703) abuts against the outside of the center positioning rod (6).

3. A ring-form inner formwork support system according to claim 1, wherein: A plurality of wood bars (2) are fixedly installed inside the customized steel assembly (9), a U-shaped bracket (3) is threadedly installed outside each wood bar (2) by bolts, and one end of the U-shaped bracket (3) is clamped with the other end of the horizontal support rod (4).

4. A ring-form inner formwork support system according to claim 2, wherein: A vertical connecting rod (5) is fixedly installed on the horizontal support rod (4), a horizontal connecting rod (8) is fixedly installed between each vertical connecting rod (5), and the horizontal connecting rod (8) is fixedly installed on the horizontal support rod (4).

5. A ring-form inner formwork support system according to claim 1, wherein: A plurality of through steels (901) are arranged, a demolition steel three (904) is fixedly installed on one side of the through steel (901), a demolition steel one (902) is fixedly installed on the other side of the through steel (901), and a demolition steel two (903) is fixedly installed between the demolition steel one (902) and the demolition steel three (904).

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