Reinforced plate type fire control joint structure for space structure

A technology of space structure and node structure, which is applied in the direction of building structure and construction, can solve the problems of lack of structural force, integrated design concept of building fire prevention, failure to expand the service building site of aluminum alloy reticulated shell structure, and inconvenience of construction, etc. , to achieve the effect of bending moment and shear force transmission and bearing capacity, uniform product quality and optimized construction

Active Publication Date: 2017-02-15
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The centers of the above four patents are equipped with a columnar structure that contacts the opposite surfaces of the upper and lower node plates, resulting in the closure of the node web domain, making it impossible to use the gap between the I-shaped cross-section beams to pass through the pipeline
[0011] Summarizing the above existing technologies, it can be found that: 1. The proposed method of enhancing the moment and shear force transmission capacity of plate joints involves the increase in the number of bolts used, the use of welding connection methods, and more complex extrusion preparations and joints to varying degrees. The closure o

Method used

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  • Reinforced plate type fire control joint structure for space structure
  • Reinforced plate type fire control joint structure for space structure
  • Reinforced plate type fire control joint structure for space structure

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0053] Example 1, such as Figure 8 As shown, the pipe 12 is fixed to the web 3-2 of an I-shaped beam 3 through a number of fixing clips 13, and the six male grooves I5-1 of the chuck I5 correspond to the six I-shaped beams 3. The first layer 3-41 female card slots 3-4 on the web 3-2 are inserted, and the six male card slots Ⅰ5-1 are respectively clamped and fixed with the six female card slots 3-4 of the first layer 3-41 in a crisscross manner. The water outlet of the pipe 12 passes through the equipment hole I5-2 of the chuck I5 and is connected to the water inlet end of the nozzle 11. A cylindrical reinforcement ring II8 or a prismatic reinforcement ring II10 is sleeved outside the nozzle 11, and the six I-shaped cross-section beams 3 are the first The edges of the web 3-2 below the female slot 3-4 of the layer 3-41 are respectively inserted into the six grooves Ⅱ8-2 of the cylindrical reinforcement ring Ⅱ8. The flat port of the cylindrical reinforcement ring Ⅱ8 is tightly pr...

Example Embodiment

[0056] Example 2, such as Picture 9 As shown, the pipe 12 is fixed to the web 3-2 of an I-shaped beam 3 through a number of fixing clips 13, and the six male grooves I5-1 of the chuck I5 correspond to the six I-shaped beams 3. The first layer 3-41 female card slot 3-4 on the web 3-2 is inserted, the six male card slots Ⅰ5-1 are respectively clamped and fixed with the six female card slots 3-4 in a crisscross manner, and the water outlet of the pipe 12 penetrates The equipment hole I5-2 of the chuck I5 is connected to the water inlet of the nozzle 11.

[0057] Insert the six male card slots Ⅱ 6-1 of the chuck Ⅱ 6 corresponding to the fourth layer 3-44 female card slots 3-4 on the web 3-2 of the six I-shaped cross-section beam 3, and the six male card slots Ⅱ 6-1 are respectively The 4-layer 3-44 female card slot 3-4 is clamped and fixed in a crisscross manner.

[0058] Set a cylindrical reinforcement ring Ⅱ 8 or prismatic reinforcement ring Ⅱ 10 outside the nozzle 11, and insert t...

Example Embodiment

[0063] Example 3, such as Picture 10 As shown, the installation structure of embodiment 3 is basically the same as that of embodiment 2, except that at least one card is clamped and fixed in the six I-shaped cross-section beams 3 between the chuck I5 and the chuck II6. Disk II6. If the chuck II6 is adjacent to the chuck II6, a cylindrical reinforcement ring I7 or a prismatic reinforcement ring I9 can be filled.

[0064] In this embodiment, a chuck II 6 is inserted into the second layer 3-42 female slot 3-4 and the third layer 3-43 female slot 3-4 of the six I-shaped cross-section beams 3. A cylindrical reinforcement ring I7 or a prismatic reinforcement ring I9 is ​​filled between the 3-42 female card slot 3-4 and the third layer 3-43 female card slot 3-4, six I-shaped beams 3, the second layer 3-42 The edges of the web 3-2 between the female slot 3-4 and the third layer 3-43 female slot 3-4 are inserted into the six grooves I7-2 of the cylindrical reinforcement ring I7, and the...

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Abstract

The invention relates to a reinforced plate type fire control joint structure for a space structure. Six I-shaped section beams are fixed between an upper joint plate and a lower joint plate. A chuck I is arranged in a female clamping groove at the first layer. A cylinder reinforcement ring II or a prism reinforcement ring II is arranged between the chuck I and the lower joint plate. A pipeline is fixed to one of the I-shaped section beams, and a sprayer head is arranged in an equipment hole II and connected with the pipeline; or, at least one chuck II is arranged in female clamping grooves at all layers between the female clamping groove at the second layer and the female clamping groove at the Nth layer. If one chuck II is adjacent to another chuck II, one cylinder reinforcement ring I or prism reinforcement ring I can be arranged. If the chucks II are adjacent to the upper joint plate, one cylinder reinforcement ring II or prism reinforcement ring II can be arranged. Precasting and connecting of sub-parts are simple, detailed design can be conducted in combination with the stress conditions to improve the bending moment and shearing force transmission capacity, space is reserved for passing of pipes through a non-closed web zone, and due to use of a built-in spraying facility, the service building occasions of an aluminum alloy net shell structure are widened.

Description

technical field [0001] The invention relates to the fields of civil engineering and building fire protection, in particular to a reinforced plate-type fire control node structure for space structures used for node structures in space structures. Background technique [0002] Aluminum alloy materials have the advantages of high strength-to-weight ratio, easy processing, corrosion resistance, and good appearance and color, but there are also shortcomings such as rapid material performance degradation at high temperatures and large thermal expansion coefficients, which restrict the use of reticulated shell structures made of this material in space structure buildings. It is used in a wider range, the surface is resistant to corrosion, and the characteristics of good color are not suitable for large-scale spraying of fire-resistant coatings for fire protection. Currently, it is only used in construction sites with relatively small fire loads. [0003] As a kind of space structur...

Claims

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Application Information

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IPC IPC(8): E04B1/58E04B1/24
CPCE04B1/2403E04B2001/2406
Inventor 倪照鹏尹亮范峰黄鑫马会环
Owner HARBIN INST OF TECH
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