Semi-underground horizontal grain bin with wall supporting columns
A technology of buttress columns and one-story warehouses, applied in the field of one-story warehouses, can solve the problems of high construction cost and poor seismic performance of underground one-story warehouses.
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Embodiment 1
[0048] Embodiment one, such as figure 1 with figure 2 As shown, the present invention provides a semi-underground grain bungalow warehouse supported by buttress columns, comprising a warehouse bottom 4, a warehouse wall 2, a warehouse roof 1 and buttress columns 3, and a reinforced concrete column 5 is arranged in the warehouse wall 2 , the warehouse wall 2 is provided with a connecting beam 6 connected with the reinforced concrete column 5, the upper surface of the warehouse roof 1 is provided with a waterproof layer, the lower part of the warehouse wall 2 is located underground, and the buttress column 3 is located on the warehouse wall 2. On the outer side, the buttress column 3 is arranged obliquely, the upper end of the buttress column 3 is connected to the reinforced concrete column 5, and the lower end of the buttress column 3 is connected to the ground.
[0049] The warehouse wall 2 adopts a steel fiber concrete structure, and a layer of extruded polystyrene foam boa...
Embodiment 2
[0064] Embodiment two, such as Figure 3 to Figure 5 Shown, its difference with embodiment one is:
[0065] A shock-absorbing protection mechanism is arranged outside the underground warehouse wall 2, and the shock-absorbing protection mechanism includes a horizontal strut 17 arranged outside the reinforced concrete column 5, and a protective plate 13 is arranged at the end of the horizontal strut 17. A foam concrete layer 23 is arranged between the wall 2 and the protective plate 13 .
[0066] The protective plate 13 is assembled by using a prefabricated steel plate 19, and the end of the horizontal strut 17 is provided with a connecting plate 15, and the connecting plate 15 and the prefabricated steel plate 19 are connected by first bolts 18, and the prefabricated steel plate 19 One side of the prefabricated steel plate 19 is provided with a U-shaped groove 27, and the other side of the prefabricated steel plate 19 is provided with a plug-in plate 14 matched with the U-shap...
Embodiment 3
[0075] Embodiment three, its difference with embodiment two is:
[0076] The foam concrete layer 23 is cast from lightweight foamed soil, and the lightweight foamed soil includes the following components by weight: cement: a part, mixed material: b part, water: c part, regulator: d part , Foaming agent: e part, microfoaming agent: f part, waterproofing agent: g part, reinforcing fiber: h part.
[0077] The microfoam is made by diluting foaming agent and water at 1:1800, the regulator includes reinforcing agent and foam stabilizer, and the reinforcing fiber includes glass fiber and ceramic fiber, the glass fiber and ceramic fiber The weight ratio is 1:1.5, the mixed material is blast furnace slag, the foaming agent is hydrogen peroxide, and the waterproofing agent is calcium stearate.
[0078] parameter
a
b
c
d
e
f
g
h
Embodiment one
220
58
140
17.5
12.5
8.8
8.8
90
Embodiment two
250
53
130
17....
PUM
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