CN202148513U

CN202148513U - High pile beam plate type dock remedy structure with malposed sunk piles

Info

Publication number: CN202148513U
Application number: CN201120244606U
Authority: CN
Inventors: 费康一
Original assignee: China Shipbuilding NDRI Engineering Co Ltd
Current assignee: China Shipbuilding NDRI Engineering Co Ltd
Priority date: 2011-07-12
Filing date: 2011-07-12
Publication date: 2012-02-22
Anticipated expiration: 2021-07-12

Abstract

The utility model discloses a high pile beam plate type dock remedy structure with malposed sunk piles, which comprises dock cross beams, dock longitudinal beams, sunk piles and malposed piles, wherein the dock cross beams are T-shaped and fixedly arranged on the sunk piles, and the dock longitudinal beams are reinforced concrete pre-cast beams which are arranged on the dock cross beams in parallel. The high pile beam plate type dock remedy structure is characterized in that the dock cross beams on the malposed sunk piles are provided with two adjacent crosscast-in-place quadrature reinforced longitudinal beams in the normal direction, and the structure that the malposed sunk piles are coated by the reinforced longitudinal beams, and the reinforced longitudinal beams, the sunk piles and the dock cross beams are in a whole is adopted. Compare with the prior art, the high pile beam plate type dock remedy structure has optimized structure force applying, and good wholeness, greatly reduces steel concrete consumption of members, is beneficial to reducing the construction costs, better adopts the remedy structure for solving larger offposition than an allowed offposition in construction of dock sunk piles on water.

Description

The high-pile beam formula harbour of pile sinking dislocation is remedied structure

Technical field

The utility model relates to high-pile beam formula harbour building technology field, and specifically a kind of being used for remedied structure because of the high-pile beam formula harbour of construction pile sinking dislocation.

Background technology

At present, the pile sinking of conventional high-pile beam formula harbour pile foundation is 200 millimeters by the permission off normal of current specifications pile sinking waterborne; Generally make the off normal of pile sinking up less than the method for 200 millimeters adopted part expansion crossbeam width for off normal; But for greater than 200 millimeters pile sinking off normal, generally all adopts the method for mending pile sinking to handle on the engineering, the benefit pile sinking must pull out the pile sinking of off normal; Again award the benefit pile sinking then; Mend pile sinking and not only take a lot of work, take material, also increase engineering construction cost, influence the duration.

The utility model content

The purpose of the utility model is that the high-pile beam formula harbour of a kind of pile sinking dislocation of designing to the deficiency of prior art is remedied structure; The crossbeam normal direction that it is employed in pile sinking off normal place increases by the adjacent two cast-in-place quadratures of striding and strengthens longeron, carries out structure and remedies to wrap full off normal stake, thereby avoided mending the loss that pile sinking brought; Convenient construction; It is good to remedy structural integrity, has significantly reduced the steel concrete material consumption of member, helps reducing construction costs.

The concrete technical scheme that realizes the utility model purpose is: a kind of high-pile beam formula harbour of pile sinking dislocation is remedied structure; Comprise harbour crossbeam, harbour longeron, pile sinking and dislocation pile sinking; The harbour crossbeam is the T-shape beam that is fixedly installed on the pile sinking; The harbour longeron is the reinforced concrete prefabricated beam that is set in parallel on the harbour crossbeam; Be characterized in that harbour crossbeam normal direction at the dislocation pile sinking is provided with the adjacent two cast-in-place quadratures of striding and strengthens longeron, with strengthen longeron bag completely wrong position pile sinking and with pile sinking and harbour crossbeam be the holistic structure of remedying.

The utility model compared with prior art has the following advantages:

The structure stress optimization that ① ﹑ remedies, good integrity, and reduced the steel concrete material consumption of member, help reducing construction costs;

② ﹑ can adapt to various construction situations, and the cost that increases can effectively be regulated and control strong operability;

The intensity that ③ ﹑ does not influence the harbour crossbeam can satisfy instructions for use, and the piling construction waterborne that has solved preferably because of harbour takes place greater than a kind of reinforcement of remedying that allows off normal to adopt.

Description of drawings

Fig. 1 is the utility model structural representation;

Fig. 2 is the A-A sectional view of Fig. 1;

Fig. 3 is the B-B sectional view of Fig. 2.

The specific embodiment

Consult accompanying drawing 1; The utility model comprises: harbour crossbeam 1, harbour longeron 2, pile sinking 3 and dislocation pile sinking 4; Harbour crossbeam 1 is for being fixedly installed on the T-shape beam on the pile sinking 3; Harbour longeron 2 is for being set in parallel in the reinforced concrete prefabricated beam on the harbour crossbeam 1; In the normal direction of the harbour crossbeam 1 at dislocation pile sinking 4 places the adjacent two cast-in-place quadratures of striding are set and strengthen longeron 5, strengthen longeron 5 with wrap completely wrong position pile sinking 4 and with pile sinking 3 be an integrated member with harbour crossbeam 1, structure is carried out in the pile sinking dislocation of high-pile beam formula harbour remedies; Reducing the loss that brings because of the pile sinking dislocation, the utility model can be to off normal greater than 200 millimeters but carry out remedying of superstructure less than the pile sinking off normal of 1/10 net span.

More than just the utility model being further described, is not in order to the restriction this patent, and all is that the utility model equivalence is implemented, and all should be contained within the claim scope of this patent.

Claims

1. the high-pile beam formula harbour of a pile sinking dislocation is remedied structure; Comprise harbour crossbeam (1), harbour longeron (2), pile sinking (3) and dislocation pile sinking (4); Harbour crossbeam (1) is for being fixedly installed on the T-shape beam on the pile sinking (3); Harbour longeron (2) is for being set in parallel in the reinforced concrete prefabricated beam on the harbour crossbeam (1); It is characterized in that harbour crossbeam (1) normal direction at dislocation pile sinking (4) is provided with the adjacent two cast-in-place quadratures of striding and strengthens longeron (5), with strengthen longeron (5) bag completely wrong position pile sinking (4) and with pile sinking (3) and harbour crossbeam (1) be the holistic structure of remedying.