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Frame-type concrete silo

A concrete and frame-type technology, applied in climate change adaptation, building types, buildings, etc., can solve the problems of self-heavy, overall cost increase, construction difficulty, etc., achieve good lateral pressure and vertical pressure, and improve thermal insulation effect. , The effect of solving the lifting problem

Pending Publication Date: 2019-07-12
刘全义
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In recent years, some people have also begun to study the prefabricated concrete silo. The prefabricated concrete silo is borne by the silo wall to bear the circumferential tension of the grain. During installation, the steel bars protruding from the upper prefabricated slab and the intersecting protruding prefabricated slabs from the lower prefabricated slab are required to be inserted. Steel bars are more difficult to construct, and at the same time, the weight of the warehouse board is also larger, and the hoisting cost is correspondingly increased, resulting in a substantial increase in the overall cost
[0003] The traditional concrete silo construction adopts slip-form construction, that is, the construction method of using hydraulic lifting device to slide and lift the formwork to pour vertical concrete structure. The construction investment of slip-form construction is relatively large and the construction quality is relatively difficult to control
The prefabricated concrete silo invented in the past can be installed faster than slip-form construction, and the cost is lower, but there are still certain difficulties in construction, such as self-heavy, need to be equipped with a larger crane, and the upper and lower prefabricated slabs It is more difficult to wear steel bars, etc.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0051] A frame-type concrete cylinder silo is composed of: a concrete body foundation 1, a group of arc-shaped prefabricated plates 2 with vertical holes, and a ring-shaped concrete is cast in place between the prefabricated plates and the foundation. The beam 3 connects the two together, and a group of the arc-shaped prefabricated panels are connected in the circumferential direction to form a cylindrical shape through the connection of the cast-in-place concrete columns 32, and the upper and lower panels of the prefabricated panels connected in the height direction are present between the upper and lower panels. The annular concrete beams 31 are poured and consolidated up and down. The cast-in-situ annular concrete beams 31 and the cast-in-situ concrete columns 32 together form a vertical and horizontal cylindrical frame structure.

Embodiment 2

[0053] In the frame-type concrete cylindrical silo described in Example 1, the prefabricated panel has reinforcement mesh 4 composed of transverse reinforcement and longitudinal reinforcement, and the transverse reinforcement has transverse connection reinforcement extending out of the prefabricated panel. 41. The longitudinal reinforcement bars have longitudinal connection reinforcement bars 42 extending out of the prefabricated plate, the reinforcement meshes are arranged in parallel on the arc surfaces of the inner and outer sides of the prefabricated plate, and the transverse connection reinforcement bars are closed annular or semi-circular Ring-shaped or L-shaped or fishhook-shaped, the cavity has ribs 33, and the ribs of the prefabricated board have protruding fixing ribs 43.

Embodiment 3

[0055] In the frame-type concrete cylinder warehouse described in Embodiment 1 or 2, the cast-in-place concrete beam 31 has a ring rib 44 and a rib frame 45 consolidated with the ring rib, and the ring rib 44 is located in the On the horizontal section of the cast-in-place annular concrete beam, the rib frame 45 is perpendicular to the ring rib, the ring rib is distributed along the outer edge of the building to form a ring beam skeleton, and the ring rib is consolidated The rib frame 45 locates the ring rib in a certain interval. The height of the ring beam is 150-600mm and the width is 100-500mm;

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Abstract

The invention discloses a frame-type concrete silo. In the world grain storage field, concrete silo projects mostly adopt a slip-form construction technique, but the slip-form construction technique presents multiple disadvantages, such as large input and long construction period, in the construction process. The frame-type concrete silo comprises a concrete body foundation (1) and a set of arc-shaped prefabricated plates (2) with vertical drain holes; annular concrete beams (3) are cast between the prefabricated plates and the foundation in situ to connect the prefabricated plates with the foundation; the set of arc-shaped prefabricated plates is connected into a cylinder shape in the annular direction through cast-in-situ concrete columns (32); annular concrete beams (31) are cast between the upper prefabricated plates and the lower prefabricated plates in situ, and thus the upper prefabricated plates and the lower prefabricated plates are vertically solidified, wherein the upper prefabricated plates and the lower prefabricated plates are connected in the height direction; and the cast-in-situ annular concrete beams (31) and the cast-in-situ concrete columns (32) form a longitudinal and transverse cylindrical frame structure jointly. The frame-type concrete silo is used for being built into a granary.

Description

technical field [0001] The invention relates to a concrete cylindrical silo, which is used for the storage of bulk materials, in particular to an air-tight thermal insulation concrete cylindrical silo suitable for grain storage. Background technique [0002] In the field of grain storage in the world, slip-form construction technology is mostly used in concrete silo projects, but slip-form construction technology presents many disadvantages such as large investment and long construction period in the construction process. In recent years, some people have also started to study the prefabricated concrete silo. The prefabricated concrete silo is borne by the silo wall to bear the circumferential tension of the grain. During installation, the steel bars protruding from the upper prefabricated slab and the lower prefabricated slab protruding cross are inserted. Steel bars are difficult to construct, and at the same time, the weight of the warehouse board is also large, and the h...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H7/28
CPCE04H7/28Y02A40/51
Inventor 刘全义刘旭
Owner 刘全义
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