The present invention relates to methods and apparatus for inserting elongate members into the earth and, more particularly, to drop hammers that create pile driving forces by lifting and dropping a hammer to apply a driving force to the top of a pile.
For certain construction projects, elongate members such as piles, anchor members, caissons, and mandrels for inserting wick drain material must be placed into the earth. It is well-known that such rigid members may often be driven into the earth without prior excavation. The term “piles” will be used herein to refer to the elongate rigid members typically driven into the earth.
One system for driving piles is conventionally referred to as a diesel hammer. A diesel hammer employs a floating ram member that acts both as a ram for driving the pile and as a piston for compressing diesel fuel. Diesel fuel is injected into a combustion chamber below the ram member as the ram member drops. The dropping ram member engages a helmet member that transfers the load of the ram member to the pile to drive the pile. At the same time, the diesel fuel ignites, forcing the ram member and the helmet member in opposite directions. The helmet member further drives the pile, while the ram member begins a new combustion cycle. Another such system is a drop hammer that repeatedly lifts and drops a hammer onto an upper end of the pile to drive the pile into the earth.
Diesel hammers seem to exhibit fewer problems with tension cracking in concrete piles than similarly configured external combustion hammers. The Applicants have recognized that the combustion chambers of diesel hammers pre-load the system before the hammer impact and that this preloading may explain the reduction of tension cracking in concrete piles associated with diesel hammers.
The need thus exists for improved drop hammers that induce stresses in the pile driven that are similar to the stresses induced by diesel hammers.
The present invention may be embodied as a drop hammer for driving a pile. The drop hammer of the present invention comprises a housing member and a ram member. The housing member defines a housing chamber. The ram member is supported within the housing chamber for movement relative to the housing member between an upper position and a lower position. When the ram member moves into the lower position, the impact of the ram member drives the pile. When the ram member falls below a preload position between the lower and upper positions, fluid within a preload chamber portion of the housing chamber compresses as the ram member moves into the lower position.
Turning to the drawing, depicted at 20 in
The drop hammer system 20 comprises a ram member 30, a helmet member 32, a housing member 34, and a clamp assembly 36. The housing member defines a housing chamber 38. The ram member 30 is guided by the housing member 34 for movement within the housing chamber 38 between a lower position (
A preload chamber portion 40 is formed within the housing chamber 38 of the housing member 34 between a lower surface 42 of the ram member 30 and an upper surface 44 of the helmet member 32. The ram member 30 further defines an outer surface 46, while the helmet member 32 defines an outer surface 48. First and second seals 50 and 52 are arranged in first and second gaps 54 and 56 between an inner surface 46 of the housing member 34 and the outer surface 46 of the ram member 30 and outer surface 48 of the helmet member 32, respectively. When the seals 50 and 52 function properly, fluid is substantially prevented from flowing out of the preload chamber portion 40 through the gaps 54 and 56 under certain conditions.
In particular, a vent port 60 is formed in the housing member 34. The vent port 60 is arranged to allow exhaust gasses to be expelled from the preload chamber portion 40 under certain conditions and to allow air to be drawn into the chamber 40 under other conditions. The vent port 60 thus defines a preload position above which fluid can flow into and out of the preload chamber portion 40 and below which the preload chamber portion 40 is substantially sealed.
The drop hammer system 20 operates in a drive cycle that will now be described with reference to
Referring now to
After impact, the helmet member 32 is raised to an upper position as shown in
After the ram member 30 reaches the upper position as shown in
Given the foregoing general discussion of the invention, certain aspects of the exemplary hammer system 20 will now be described in further detail. The helmet member 32 comprises an inner portion 80 that lies within the preload chamber portion 40, a connecting portion 82 that extends through a helmet opening 84 formed in a bottom wall 86 of the housing member 34, and an outer portion 88 that is connected to the clamp assembly 36. The length of the connecting portion 82 (i.e., the distance between the inner portion 80 and outer portion 88) defines the range of movement of the helmet member 32 between the rest position and the impact position. The second seal 52 is formed on the inner portion 80 of the helmet member 32.
The theoretical benefits of preloading the system by compressing fluid prior to impact will now be described with reference to
The trace 90a illustrates that the force during the time corresponding to a first time second Aa in
The force associated with the conventional drop hammer is shown by the trace 92a. The trace 92a illustrates that the stroke is set such that the same peak impact force was obtained. The double humped force record in sector Ba associated with impact is likely due to the dynamic interaction of the ram, pile cushion, and helmet. While a similar effect is associated with trace 90a in sector Ba, the effects of the dynamic interaction of the ram, pile cushion, and helmet are likely smoothed by the combustion chamber pressure. After the impact as shown at P1a, the drop hammer force stays near zero during the third time sector Ca.
The relatively slow decay of the induced force after the impact event associated with the diesel hammer trace 90a provides a compression force that acts to reduce the magnitude of any reflected tension stresses. The downward traveling compression wave associated with the trace 90a reduces the reflected tension wave from the pile toe.
Given the foregoing, the Applicants have concluded that the operation of conventional drop hammer systems can be improved by establishing a pre-load state prior to impact that is generally similar to the compression state of a diesel hammer. The Applicants believe that the preload state will stretch out the compression force in the stress wave and thereby substantially reduce the possibility of tension cracking and damage in concrete piles.
This application claims priority of U.S. Provisional Application Ser. No. 60/411,683 filed on Sep. 17, 2002.
Number | Name | Date | Kind |
---|---|---|---|
3193026 | Kupka | Jul 1965 | A |
3789930 | Nishimura et al. | Feb 1974 | A |
3797585 | Ludvigson | Mar 1974 | A |
3822969 | Kummel | Jul 1974 | A |
3967688 | Inenaga et al. | Jul 1976 | A |
3975918 | Jansz | Aug 1976 | A |
4076081 | Schnell | Feb 1978 | A |
4109475 | Schnell | Aug 1978 | A |
4154307 | Gendron et al. | May 1979 | A |
4362216 | Jansz | Dec 1982 | A |
4421180 | Fleishman et al. | Dec 1983 | A |
4497376 | Kurylko | Feb 1985 | A |
4799557 | Jacquemet | Jan 1989 | A |
4844661 | Martin et al. | Jul 1989 | A |
4993500 | Greene et al. | Feb 1991 | A |
5154667 | Mauch et al. | Oct 1992 | A |
5727639 | Jeter | Mar 1998 | A |
6003619 | Lange | Dec 1999 | A |
6102133 | Scheid et al. | Aug 2000 | A |
6736218 | White | May 2004 | B1 |
Number | Date | Country | |
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60411683 | Sep 2002 | US |