Formwork system and construction method of cast-in-place pile in underground air-raid shelter
A technology for air-raid shelters and cast-in-place piles, which is applied to sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of exploding molds and slurry leakage at the top of air-raid shelters, wasting construction costs, and inability to build compact brick molds, saving materials. , the effect of reducing construction costs
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Embodiment 1
[0042] like figure 1 , 2As shown, a formwork system for cast-in-place piles in an underground air-raid shelter includes a pile hole 1 and an air-raid shelter 2 connected laterally with the pile hole 1. A formwork system 3 is provided at the connection between the pile hole 1 and the air-raid shelter 2. The formwork system 3 includes a steel guard. Cylinder 31 and laminated steel plate 32, the steel casing 31 is located in the pile hole 1 and located at the air-raid shelter 2 during masonry, and the laminated steel plate 32 is arranged on the steel casing 31, and the laminated steel plate 32 crosses the steel casing The side wall of 31 and the wall surface of air-raid shelter 2 fit, and the length of steel jacket 31 is greater than the hole diameter of air-raid shelter 2, so that steel jacket 31 can cover air-raid shelter 2 completely; The upper and lower ends of steel jacket 31 are respectively connected with The pile hole 1 is located on the upper and lower walls of the air-...
Embodiment 2
[0047] A construction method of a formwork system for an underground air-raid shelter grouting pile, comprising the following steps:
[0048] Step 1. Construction preparation: Clean up the pile foundation construction site before construction, including removing sundries, replacing soft soil, leveling and compacting the filling platform, and laying out the construction site according to the construction organization. Make plans for the storage area of machinery;
[0049] Step 2. Excavation of pile foundation: According to the site survey data, the specific position of the cast-in-place pile in the air-raid shelter 2 is determined. When excavating the pile hole 1 at the position of the air-raid shelter 2, the thickness of the steel casing 31 is measured, and the excavated pile hole 1 The diameter should be the thickness of the steel casing 31 plus the pile diameter of the standard common pile;
[0050] Step 3, making steel casing 31: measure the diameter of air-raid shelter ...
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