Aluminum alloy formwork super high support system

Abstract

The utility model provides a kind of aluminium alloy formwork superhigh support system, it is related to support system technical field, including mixed erection frame body, the mixed erection frame body includes: disc buckle stable frame;The disc buckle stable frame is connected with floor by connecting wall piece;Aluminum mould support frame;The aluminum mould support frame includes several aluminum mould vertical rods, the bottom of each aluminum mould vertical rod is provided with disc buckle vertical rod, the disc buckle vertical rod is connected with the disc buckle stable frame by several steel pipe pull rod.

Description

Technical Field

[0001] This utility model relates to the field of support system technology, specifically an ultra-high support system for aluminum alloy templates. Background Technology

[0002] To allow residents to enjoy the atmosphere of "nature" and "countryside," fourth-generation housing increases the green space of the residences, achieving the effect of courtyards on every floor and gardens for every household, thus adjusting the local microclimate of the building and ensuring harmonious coexistence between people and nature.

[0003] The typical characteristics of fourth-generation housing resulting from the above design concepts are: each household has a cantilevered sky courtyard with a reinforced concrete structure, and in order to ensure indoor lighting, it is usually set up in a staggered manner, that is, the sky courtyards of adjacent floors are staggered.

[0004] As can be seen from the above overview, the clear height of the sky garden section is two stories high, and its formwork height exceeds 6 meters. Since there are no uprights of this height for the aluminum formwork support members, it is impossible to erect a support frame using only aluminum formwork support uprights. Furthermore, traditional aluminum formwork uprights are erected independently without horizontal tie rods, vertical diagonal braces, or other structural measures. However, for such an excessively tall aluminum formwork support frame, reinforcement measures must be taken. In addition, aluminum formwork uprights are often not arranged in rows or columns, are not aligned, and do not present a grid pattern; therefore, reliable structural measures are needed to ensure that the support system forms a cohesive whole. Utility Model Content

[0005] In view of the above-mentioned prior art, this utility model proposes an ultra-high support system for aluminum alloy templates.

[0006] This utility model provides an ultra-high support system for aluminum alloy formwork, including a hybrid erection frame, wherein the hybrid erection frame includes:

[0007] Disc-lock stabilizer; the disc-lock stabilizer is connected to the floor via wall ties;

[0008] Aluminum formwork support frame; the aluminum formwork support frame includes several aluminum formwork uprights, each of which has a disc buckle upright at its bottom, and the disc buckle uprights are connected to the disc buckle stabilizing frame by several steel pipe tie rods.

[0009] Preferably, the top and bottom of the hybrid scaffolding are provided with horizontal scissor braces.

[0010] Preferably, the outer side of the hybrid scaffold is provided with vertical scissor bracing.

[0011] Preferably, a safety net is provided in the middle of the hybrid scaffolding.

[0012] Compared with the prior art, the beneficial effects of this utility model are as follows: The ultra-high support system for aluminum alloy formwork provided by this utility model forms a stable hybrid erection frame by setting up a disc buckle stabilizing frame and an aluminum formwork support frame, and by increasing the height of the aluminum formwork uprights through the disc buckle uprights, a higher support system suitable for fourth-generation housing can be formed. In addition, the disc buckle stabilizing frame can effectively avoid repeated erection and dismantling, saving labor costs. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the ultra-high support system for aluminum alloy templates in an embodiment of this utility model.

[0014] Figure 2 This is a construction schematic diagram of the ultra-high support system for aluminum alloy formwork in this embodiment of the present invention.

[0015] In the diagram, 1. Disc-lock stabilizing frame; 2. Wall tie; 3. Aluminum formwork upright; 4. Disc-lock upright; 5. Steel pipe tie rod; 6. Horizontal scissor brace; 7. Vertical scissor brace; 8. Safety net; 9. Steel scaffold board; 10. Waist support bar; 11. Safety net. Detailed Implementation

[0016] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0017] Example: Figure 1 The diagram shows an ultra-high support system for aluminum alloy formwork, which includes a hybrid erection frame. The hybrid erection frame includes a disc buckle stabilizer 1, which is installed on the nth floor and is securely connected to the n+1th floor through wall ties 2.

[0018] It also includes an aluminum formwork support frame, which is adjacent to the disc-buckle stabilizing frame 1. The support frame includes several aluminum formwork uprights 3. The steel plate at the bottom of each aluminum formwork upright 3 is cut off and fitted onto a disc-buckle upright 4. The disc-buckle upright 4 is securely connected to the disc-buckle stabilizing frame 1 via several steel pipe tie rods 5. With the lower part being the disc-buckle upright 4 and the upper part the aluminum formwork upright 3, the support uprights can be lengthened to achieve a support height twice the floor height. Furthermore, misaligned and non-rowed disc-buckle uprights 4 are connected to the disc-buckle stabilizing frame 1 via steel pipe tie rods 5, forming a support system with better overall integrity.

[0019] Furthermore, horizontal scissor bracing 6 is provided at the top and bottom of the hybrid scaffolding, vertical scissor bracing 7 is provided on the outer side of the hybrid scaffolding, and a safety net 8 is provided in the middle of the hybrid scaffolding. This further increases the overall stability of the hybrid scaffolding.

[0020] The support system in this embodiment includes the following steps during its construction:

[0021] 1. Erect a disc-buckle stabilizing frame 1. The longitudinal spacing of the uprights is 1500mm, and the transverse spacing can be set to 1200mm / 1500mm according to the width of the rooftop courtyard. The spacing of the wall ties 2 is 3 spans, and the spacing of the vertical diagonal braces is 3 spans.

[0022] 2. According to the top support positioning in the aluminum formwork detailed drawings, erect the disc buckle uprights 4, and tie the disc buckle uprights 4 to the disc buckle stabilizing frame 1 in both directions with steel pipe tie rods 5 to form a whole;

[0023] 3. Vertical scissor bracing 7 is installed on the outside of the completed frame, two horizontal scissor bracings 6 are installed on the top and bottom layers, and a safety net 8 is installed.

[0024] 4. Connect aluminum formwork uprights 3 and top supports to the disc buckle uprights 4, raise the support uprights to the required height, lay aluminum alloy formwork, and complete the construction of the rooftop courtyard structure beams and slabs;

[0025] 5. After the structural beams and slabs of the rooftop courtyard reach 100% strength, remove the disc buckle uprights 4, aluminum formwork uprights 3, scissor braces, and safety nets 8.

[0026] like Figure 2 As shown, the disc-buckle stabilizing frame 1 is retained after the concrete is poured and the strength meets the requirements, even after the formwork is removed. Because it is set on the side adjacent to the outer wall, steel scaffold boards 9 and waist rails 10 can be laid on it, and safety nets 11 can be fully hung on the outside. It can be used as an external wall decoration operation frame, which can effectively avoid repeated erection and dismantling and save labor costs.

[0027] The above are merely embodiments of this utility model and do not limit the patent scope of this utility model. Any equivalent solutions made using the contents of this utility model specification, whether directly or indirectly applied to other related technical fields, are also within the patent protection scope of this utility model.

Claims

1. An aluminum alloy formwork super high support system, characterized by, Includes a hybrid scaffolding structure, wherein the hybrid scaffolding structure includes: Disc-lock stabilizer; the disc-lock stabilizer is connected to the floor via wall ties; Aluminum formwork support frame; the aluminum formwork support frame includes several aluminum formwork uprights, each of which has a disc buckle upright at its bottom, and the disc buckle uprights are connected to the disc buckle stabilizing frame by several steel pipe tie rods.

2. The aluminum alloy formwork superhigh support system of claim 1, wherein, The top and bottom of the hybrid scaffolding are both equipped with horizontal scissor bracing.

3. The aluminum alloy formwork superhigh support system according to claim 1 or 2, characterized in that, The outer side of the hybrid scaffold is equipped with vertical scissor bracing.

4. The aluminum alloy formwork superhigh support system according to claim 1 or 2, characterized in that, A safety net is installed in the middle of the hybrid scaffolding.

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