Basic Info.ApplicationConstruction Concrete
PouringCertificationISO9001: 2000ConditionNewJoint TypeScrewed
Joint / Cable TypeMaterialSeamless
PipeLength0.5/1/1.5/2/3/4mThickness3-10mmAccessoriesHopper / Fork /
Frame / Lifting Lug / SpannerOEMYesTrademarkRIGPATransport
PackageWrapped with Plastic FilmOriginChinaHS Code8431432000Product
DescriptionParameter:NameTremie pipeOther namesTremie tube /
Concrete tremie pipe / Tremie concrete / Tremie pipe in
pilingModelΦ219/φ260/φ300/φ325mmJoint typeScrewed joint / cable
typeMaterialSeamless pipeApplicationFor concrete pouringPile
diameterΦ219 for below 600mm piles, φ260 for 600mm - 1000mm
piles,φ300mm for above 1000mm pilesIf it is necessary to move the
tremie pipe laterally, it is better to lift it out vertically, plug
it and start a new pour at the new position than to drag it
sideways through freshly placed concrete. If the area of the pour
is too large to manage from a single point, it is better to use
several tremie pipes in parallel than to shift a single tremie pipe
around. A spacing between tremie pipes of between 3.5 and 5m, and a
distance of about 2.5m from the formwork has been recommended. The
risk of segregation and uneven setting can be minimised by
providing a continuous flow of concrete through all the tremie
pipes to maintain a moderately even surface. The tremie tube is
often supported by a working platform above the water level. The
pipe is made up of short sections commonly joined by screw thread
with O-ring seal so that the length can be adjusted during the pour
without getting the top of the pipe below the water or removing the
bottom end from below the surface of the poured concrete. To
facilitate management of pipe length it may be built up from 1 to
3.5m sections. A foam rubber 'pig' may be used to plug the pipe
while introducing the first batch of
concrete.The tremie tube concrete placement
method uses a vertical or nearly vertical pipe, through which
concrete is placed by gravity feed below water level.The lower end
of the tremie pipe is kept immersed in fresh concrete so that
concrete rising from the bottom displaces the water, thus limiting
washing out of the cement content of the fresh concrete
to the exposed upper surface. The upper end of the tremie pipe is
kept above the water level during the pour and is provided with a
conical tremie pipe hopper for batch loading, or concrete may be
pumped into the top of the tremie pipe. Concrete must be poured at
a rate which avoids setting in the tremie. Admixtures may be used
to control setting time, slump and workability. Vibration and
jerking of the tremie pipe may be applied to encourage
slumping and levelling of the upper surface of the pour, and the
tremie pipe may need to be raised occasionally during the
pour so that the bottom end is not too deeply embedded, but the
pipe must not be moved sufficiently to break clear of the mound and
expose the bottom opening to the water, as this would allow washout
of cement.To start placement, the tremie pipe is first lowered into
position. Air and water must be kept out of the tremie pipe during
placement by keeping the pipe full of concrete at all times. This
is facilitated if the hopper capacity is at least equal to the
volume of the pipe. When initially charging the tremie pipe a wad
of empty cement bags or a foam rubber plug known as a pig may be
stuffed into the pipe to keep the flow under control while the
first concrete forces the plug down the pipe and displaces the
water. The pig will float out and rise to the surface. The
discharge opening must be kept well immersed in the placed
concrete, allowing flow from within the placement. 1.5 metres
(4.9 ft) of embedment should be maintained as a minimum if
possible. This can be measured by finding the level of the concrete
surface below the top of the pipe with a weighted tape and
subtracting from the known length of the tremie pipe. It is
critically important to concrete quality that the tremie pipe
discharge remains well embedded in the concrete. As the pour
progresses, if flow slows or stops, the discharge opening is raised
so that the head in the pipe can maintain flow. Continuous flow is
desirable if possible.If it is necessary to move the tremie pipe
laterally, it is better to lift it out vertically, plug it and
start a new pour at the new position than to drag it sideways
through freshly placed concrete. If the area of the pour is too
large to manage from a single point, it is better to use several
tremie pipes in parallel than to shift a single tremie pipe around.
A spacing between tremie pipes of between 3.5 and 5m, and a
distance of about 2.5m from the formwork has been recommended. The
risk of segregation and uneven setting can be minimised by
providing a continuous flow of concrete through all the tremie
pipes to maintain a moderately even surface. For any advice about
selection of tremie pipe, please email us
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