1. Basic situation of Larsen steel sheet piles
(1)Origin of the name
English name: Lassen Steel Sheet Pile or Lassen Steel Sheet Piling. Because many people in China are accustomed to referring to channel steel as steel sheet pile, in order to distinguish it from channel steel, it is translated as Larson steel sheet pile.
(2)Use
Larson steel sheet piles have a wide range of uses. In permanent structures, they can be used in docks, unloading yards, embankments, retaining walls, retaining walls, breakwaters, diversion embankments, docks, gates, etc.; in temporary structures, It can be used for mountain closure, temporary bank expansion, flow interruption, bridge cofferdam construction, large pipeline laying, temporary ditch excavation, soil retaining, water retaining, sand retaining, etc.; in flood fighting and rescue, it can be used for flood control, collapse prevention, quicksand prevention, etc. .
(3) Product specifications
According to the cross-sectional shape and use of steel sheet piles, they are mainly divided into three shapes: U-shaped, Z-shaped, and W-shaped steel sheet piles. At the same time, they are divided into light and ordinary cold-formed steel sheet piles according to the wall thickness. Light steel sheet piles have a wall thickness of 4 to 7 mm, and ordinary steel sheet piles have a wall thickness of 8 to 12 mm. U-shaped interlocking Larson steel sheet piles are mostly used throughout Asia, including China.
The products are divided into two types according to the production process: cold-formed steel sheet piles and hot-rolled steel sheet piles. In engineering construction, cold-formed steel sheet piles are more cost-effective, and in engineering applications, the two types can be substituted for each other.
(5)Main advantages
① Simple construction, shortened construction period, good durability, and a lifespan of more than 50 years;
②The construction cost is cheap, the interchangeability is good, and it can be reused;
③Able to reduce space requirements;
④The construction has significant environmental protection effects, greatly reducing the amount of soil taken and the amount of concrete used, effectively protecting land resources.
2. Construction method of Lassen Steel Sheet Pile
At present, the commonly used piling methods in China mainly include: crawler hydraulic excavators equipped with special piling fixtures (manipulators), various types of cranes, hydraulic vibrating hammers, static pressure pile drivers, etc. for piling. Each of the three methods has its advantages and disadvantages and should be selected according to the actual situation. In the Kunming area, crawler hydraulic excavators are often replaced with special piling fixtures (robots) for piling.
The commonly used construction method is the screen driving method. That is: during construction, insert 10 to 20 steel sheet piles into the guide frame in rows to make it look like a screen, and then drive the piles one by one. The screen-type driving method is less likely to cause buckling, torsion, inclination, and unevenness of the wall surface of the sheet piles. It has high driving accuracy and is easy to achieve sealing and closing. At the corner, corner steel sheet piles are usually used to achieve the turning of the trench or the closing of the steel plate village. Before piling, apply grease to the lock of the steel sheet pile to facilitate driving and pulling out.
After the Larsen steel sheet pile piling is completed, in order to ensure the stiffness, strength and stability requirements of the support rods, lateral supports will be designed at the ends of the supports. If necessary, the support rods will be connected through tie beams and designed to be reinforced concrete. Truss form. For larger spans, supporting columns must be installed in the supporting beams.
After the foundation pit is backfilled, the steel sheet piles must be removed for reuse. Before removing steel sheet piles, the sequence and time of pulling out piles and soil hole treatment should be carefully studied. Otherwise, the vibration of pile extraction and excessive soil on pile extraction will cause ground settlement and displacement, which will bring harm to the constructed underground structure and affect the safety of nearby original buildings, structures or underground pipelines.
Commonly used methods for pulling out piles: Use vibrating hammers to pull out piles: the forced vibration generated by the vibrating hammer is used to disturb the soil and destroy the cohesion of the soil around the steel sheet piles to overcome the pile pulling resistance, and rely on the additional lifting force to pull out the piles. For sheet piles that are difficult to pull out, you can first use a diesel hammer to vibrate the pile down 100-300mm, and then alternately vibrate and pull out the pile with a vibrating hammer.
When pulling out piles, efforts should be made to reduce the soil or backfill brought out by pulling out piles. Currently, water and sand filling measures are mainly used. The pile holes left after pulling out the piles must be backfilled in time.
Article source: https://article-realm.com/article/Business/61675-Lassen-Steel-Sheet-Pile.html
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