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Preparation method of pre-tensioning method prestressed centrifugal concrete solid square pile

A concrete and prestressed technology, applied in sheet pile walls, manufacturing tools, infrastructure engineering, etc., can solve the problem that solid square piles are not resistant to driving, the overall performance of the pile structure is poor, and the axial bearing capacity of the pile body is insufficient. The problem of uniformity is achieved to facilitate production management, improve play resistance, and save production molds.

Active Publication Date: 2021-10-08
南京汇联建材科技发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] When the current solid square piles are produced, they mainly use figure 1 The open mold 19 in the open mold 19, put the steel cage in the open mold 19, then pour concrete in the open mold 19, and use the vibrator to vibrate the poured concrete, but in this way, when the vibrator vibrates the concrete, the concrete The sinking of the aggregate causes the separation and delamination of the various components of the concrete, resulting in uneven axial load bearing force of the pile body, poor overall performance of the pile body structure, and solid square piles are not resistant to driving during the pile sinking process.

Method used

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  • Preparation method of pre-tensioning method prestressed centrifugal concrete solid square pile
  • Preparation method of pre-tensioning method prestressed centrifugal concrete solid square pile
  • Preparation method of pre-tensioning method prestressed centrifugal concrete solid square pile

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Embodiment 1

[0051] This embodiment discloses a method for preparing a pretensioned prestressed centrifugal concrete solid square pile, which includes the following steps:

[0052]Step 1. Using a rolling welding machine with a rocker arm, the reinforcement cage 3 is prepared by using the rolling welding method of the approximate square route of the eccentric wheel. The strength loss of the welding point of the prestressed reinforcement 31 and the spiral stirrup 32 of the reinforcement cage 3 is less than the standard strength of the reinforcement. 5%.

[0053] Step 2, preparing high-performance concrete above C60.

[0054] Step 3, prepare the mold, refer to figure 2 and image 3 , The steel mold includes an inner mold 1 and an outer shell 2, and the inner mold 1 and the outer shell 2 are welded through ribs 15 . The cross-section of the inner mold 1 is a square structure adapted to the square pile, the cross-section of the shell 2 is circular, and an annular rolling ring 12 is arranged...

Embodiment 2

[0069] The rest of this embodiment is the same as that of Embodiment 1. The difference is that this embodiment is different in step 4 of Embodiment 1 in order to increase the combination between the concrete of the primary centrifugal and the concrete of the secondary core filling. Refer to Figure 7 In this embodiment, after the steel cage 3 is put into the lower mold 102, multiple groups of anchor bars 9 are installed on the steel cage 3, the two ends of the anchor bars 9 are provided with a hook structure, and one end of the anchor bar 9 is connected to the steel bar through the hook. Cage 3 is connected, and the other end extends toward the center direction of reinforcement cage 3, and stretches into the connection of an end of reinforcement cage 3 center by tie bar 10 and another anchor bar 9 toward the end that stretches into reinforcement cage 3 centers.

[0070] When performing centrifugation in step 8, the anchor bar 9 is connected by the tie bar 10, and such anchor ba...

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Abstract

The invention discloses a preparation method of a pre-tensioning method prestressed centrifugal concrete solid square pile, which comprises the following steps: preparing a mold, and brushing a parting agent on the mold; mounting a reinforcement cage in the mold, and arranging a tensioning end plate; feeding prepared concrete into the mold; conducting prestressed tensioning on the reinforcement cage according to the designed tensioning stress, and then carrying out locking and anchoring; putting the mold which is fed with the concrete on a centrifugal machine for centrifugal forming treatment; after centrifugation is completed, forming a central hollow core in the center of the square pile, and pouring out residual slurry separated from the concrete completely; conducting secondary filling on the center of the pile through high-strength-grade concrete, filling the center hollow core through secondary material pumping, and forming the square pile; performing steam curing on the formed solid square pile; and releasing and demolding the cured solid square pile. According to the method, the strength of the pile body of the solid square pile is high, and the phenomena that the four corners of the solid square pile in a non-centrifugal production process fall off and are unfilled and the strength difference of the upper section and the lower section of the pile body is large due to concrete vibration are avoided.

Description

technical field [0001] The invention relates to the field of prefabricated pile preparation, in particular to a method for preparing a pretensioned prestressed centrifugal concrete solid square pile. Background technique [0002] With the rapid development of my country's civil engineering field, the situation of pile foundations subjected to horizontal loads has been paid more and more attention by engineers and technicians in the construction of urban high-rise buildings, port terminals, and earthquake resistance. The current pile foundation mainly includes pipe piles, hollow square piles and solid square piles according to different needs. [0003] When the current solid square piles are produced, they mainly use figure 1 The open mold 19 in the open mold 19, put the steel cage in the open mold 19, then pour concrete in the open mold 19, and use the vibrator to vibrate the poured concrete, but in this way, when the vibrator vibrates the concrete, the concrete The sinkin...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B28B1/20B28B23/04B28B23/10E02D5/58
CPCB28B1/20B28B23/04B28B23/043B28B23/10E02D5/58E02D2250/0007E02D2250/0046
Inventor 缪海林许德刚
Owner 南京汇联建材科技发展有限公司
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