Here you will soon find information about Fundex® combi piles.

Dimensions pile:
Standard dimensions are:

A grout casing of the same diameter as the drill point diameter will be realized in the sand layers.

Length pile:
Depending on pile size and depending on pile tip, length pile can be varied. Also, pile head can be put away below working level.

Reinforcement:
The piles are provided with precast concrete piles. From quality aspect, they are provided with standard reinforcement along the entire length.

Concrete:
All strength classes can be applied here. Concrete minimum C45/55

Soil mechanical bearing capacity:
EN: The bearing capacity is calculated in accordance with current NEN and CUR standards.
The following factors can be applied here:
_αp = 0.63
β = 1.0
s = 1.0
_αs = 0.009
_αt = 0.009
B: For questions regarding load capacity, please contact our office.

Methods:

• A steel auxiliary pipe, equipped with a loose drill point, is placed at ground level;
• The pipe is screwed to depth by applying axial pressure and torque and under the addition of grout injection;
• Upon reaching the desired pile tip level, the precast element is inserted into the tube
• The tube is filled with grout;
• The tube is pulled oscillating, leaving the drill tip behind;
• The pile is now manufactured;
• The rack can be moved to the next pole location.

Advantages:

• Vibration-free, and 100% ground displacement (no relaxation of soil or return of cone resistance);
• No risk of damage to adjoining properties during the manufacture of the pile;
• A large carrying capacity allowable;
• Extremely suitable as a pressure and tension pole;
• To be installed in very heavy soil layers;
• No noise pollution, like pile driving or vibration. Only noise is the drill motor;
• No soil removal. Soil is pushed away laterally.
• Install below grade (possibly from pontoon), so as not to create over-length on concrete column above cut-off level.

Applicable foundation:
Fundex combi piles with grout injection can be well applied in very heavy soil layers but also in very weak soil layers. Thanks to the use of a prefabricated pile core, there is no risk of a discontinuous pile shaft.

Bracing:
Due to the centering of the core, additional measures will need to be taken at piles with large bracing stands.

Work space:
To perform the Fundex pile one must have a clear height and sufficient space.

Encroachments:
The piles can be installed at a distance of approximately 0.9 m perpendicular to the abutting wall. In the case of recessed corners it is of course more.

Workable racks:
Fundex F12SE, F15, F2800, F3500 and F4800.

Shelving dimensions:
Depends on type of racking. Most common;
Setup area approximately 7 x 12 m. Shelving height max 48 m.
Built-up weight variable from approximately 63 to 210 tons.

Specifications

Dimensions pile:
Standard dimensions are:

A grout casing of the same diameter as the drill point diameter will be realized in the sand layers.

Length pile:
Up to approximately 35 to 40 meters. The pile is always poured to ground level. As a result, the pile length is determined from pile tip level to ground level.

Reinforcement:
The piles are provided with prefabricated reinforcement baskets. From quality aspect, they are preferably reinforced along the entire length.

Concrete:
The piles are poured on site using concrete directly from the plant. All strength classes can be applied here.
Soil mechanical bearing capacity:
NL: The load-bearing capacity is calculated in accordance with current EC, NEN and CUR standards.
B: The load-bearing capacity is calculated in accordance with the current EC, NBN and CUR standards.

Methods:

• A steel auxiliary pipe, equipped with a loose drill point, is placed at ground level;
• The pipe is screwed to depth by applying axial pressure and torque and under the addition of grout injection;
• Upon reaching the desired pile tip level, the reinforcement is suspended in the tube;
• The tube is filled with concrete;
• The tube is pulled oscillating, leaving the drill tip behind;
• The pile is now manufactured;
• The rack can be moved to the next pole location.

Advantages:

• Vibration-free, and 100% ground displacement (no relaxation of soil or reduction of cone resistance);
• No risk of damage to adjoining properties during the manufacture of the pile;
• A large carrying capacity allowable;
• Extremely suitable as a pressure and tension pole;
• To be installed in very heavy soil layers;
• No noise pollution, like pile driving or vibration. Only noise is the drill motor;
• No soil removal. Soil is pushed away laterally.

Applicable base:
Fundex piles with grout injection can be well applied in very heavy soil layers.

Brace positions:
Up to 4:1 forward and 2:1 backward.

Work space:
To perform the Fundex pile one must have a clear height and sufficient space.

Encroachments:
The piles can be installed at a distance of approximately 0.9 m perpendicular to the abutting wall. In the case of recessed corners it is of course more.

Workable racks:
Fundex F12SE, F15, F2800 and F3500.

Shelving dimensions:
Depends on type of racking. Most common;
Setup area approximately 7 x 12 m. Rack height approximately 35 m.
Built-up weight variable from approximately 63 to 120 tons.

Specifications

Anchor dimensions:
Standard dimensions are:

Length of anchor:
Up to approximately 30 to 42 meters. The anchor is installed from ground level. This determines the installation length from pile tip level to ground level.

Reinforcement:
Anchors are provided with a central reinforcement bar of one length. The possibility exists to apply a bundle of bars if necessary.

Grout:
The anchors are provided in the work with a grout shell and a central grout core. Various grout compositions can be used in this process.

Soil mechanical bearing capacity:
NL: The bearing capacity is calculated in accordance with current EC, NEN and CUR standards.
B: The bearing capacity is calculated in accordance with current EC, NBN and CUR standards.

Methods:

• A steel auxiliary pipe, equipped with a loose drill point, is placed at ground level;
• The pipe is screwed to depth by applying axial pressure and torque and under the addition of grout injection;
• Upon reaching the desired pile tip level, a central reinforcement rod is inserted into the tube;
• The tube is filled with a grout mixture;
• The tube is pulled, with mixing occurring between the mixed-in-place grout shell and the grout mixture. The drill tip is left behind;
• The anchor is now fabricated;
• The rack can be moved to the next anchor location;
• After excavation, the anchor can be fitted with a head plate which is cast into the structure.

Advantages:

• Vibration-free, and 100% ground displacement (no ground relaxation or reduction in cone resistance)
• No risk of damage to adjoining properties during the manufacture of the pile;
• High tensile load capacity permissible;
• No noise pollution, like pile driving or vibration. Only noise is the drill motor;
• No soil removal. Soil is pushed away laterally.
• Anchor can be installed recessed.

Applicable base:
Fundex tension anchors with grout injection can be well applied in very heavy soil layers.

Brace positions:
Up to 4:1 forward and 2:1 backward.

Working space:
To perform the Fundex tension anchor, one must have a clear height and sufficient space.

Encroachments:
The anchors can be installed at a distance of approximately 0.9 m perpendicular to the abutting wall. In the case of recessed corners it is of course more.

Workable racks:
Fundex F12SE, F15, F2800 and F3500.

Shelving dimensions:
Depends on type of racking. Most common;
Shelving area approximately 7 x 12 m. Shelving height approximately 35 m.
Built-up weight variable from approximately 63 to 120 tons....

Definition

Specifications

Dimensions pile:
Standard dimensions are:

A grout casing of the same diameter as the drill point diameter will be realized in the sand layers.

Length pile:
Basically unlimited. The pile head can be installed either to ground level or recessed.

Reinforcement:
The piles are provided (if necessary) with prefabricated reinforcement baskets. Depending on the requirements, they are reinforced with head reinforcement or full length.

Concrete:
The piles are (possibly) provided with concrete directly from the plant. All strength classes can be applied here.

Soil mechanical bearing capacity:
EN: The bearing capacity is calculated in accordance with current NEN and CUR standards.
The following factors can be applied here:
ap = 0.63
ß = 1.0
s = 1.0
ax = 0.009
at = 0.009
B: For questions regarding load capacity, please contact our office.

Methods:

• A steel pipe, equipped with a welded steel drill point, is placed at ground level;
• The pipe is screwed, under the addition of a grout mixture, to depth by applying axial pressure and torque;
• Upon reaching the desired pole point level, the pile is installed;
• The rack can be moved to the next pole location;
• At a later stage, the steel tube will be burned off at the exact height;
• The reinforcement is inserted into the pipe;
• The tube is filled with concrete;
• The pile is now manufactured.

Advantages:

• Vibration-free, and 100% ground displacement (no relaxation of soil or reduction of cone resistance);
• No risk of damage to adjoining properties during the manufacture of the pile;
• A very large load capacity allowable;
• Ideally suited for absorbing large compressive and tensile forces, moments and limiting deformations;
• No noise pollution, like pile driving or vibration. Only noise is the drill motor;
• No soil removal. Soil is pushed away laterally;
• Applicable in almost all soil types;
• Applicable in rooms with limited height or space;
• Ability to pierce masonry, skim concrete and existing wood piles.

Applicable foundation:
Tubex piles with grout injection can be well applied in very heavy foundations with taper values up to about 80 MPa. In places where there are very heavy layers, it is possible to opt for this system as the pile tip level can be guaranteed. In case of any doubts regarding the feasibility, please contact the office.

Brace positions:
Up to 4:1 forward and 1:1 backward. It is also possible to drill up to 3:1 "out of side".

Workspace:
The Tubex pile with grout injection is applicable in both free and restricted height, or space.

Loads:
Depending on the racking, the piles can be installed at a distance of approximately 0.5 to 0.9 m perpendicular to the abutment. In the case of recessed corners, this is of course more.

Workable racks:
Fundex F10, F12S, F12SE, F15, F16, F2800, F3500.
All Tubex racks.
Shelving dimensions:
Depending on rack type.
Shelving space varaibel from approximately 2×3 to 9×14 m.
Height from approximately 2.5 to 48 m.
Built-up weight variable from approximately 13 to 120 tons.

Here you will soon find information about Supra® piles.

Specifications

Wall dimensions:
Standard dimensions are:

A grout casing of pipe diameter + 100 mm' will be realized in the sand layer.

Wall depth:
Up to approximately 35 to 40 meters. The wall is always installed from ground level.
This determines the depth from pile tip level to ground level.

Reinforcement and concrete:
The wall is installed with open tubes as standard. Because of this, the wall will be unreinforced. However, reinforcing and pouring the pipe is possible.
The piles can then be provided with prefabricated reinforcement baskets.
All strength classes can be used for the concrete.

Soil mechanical bearing capacity:
NL: The bearing capacity is calculated in accordance with current EC, NEN and CUR standards.
B: The bearing capacity is calculated in accordance with current EC, NBN and CUR standards.

Methods:

• Two steel tubes, fitted with welded steel drill teeth, are placed at ground level;
• The pipes are simultaneously screwed, under the addition of a grout mixture, to depth by applying axial pressure and torque;
• Upon reaching the desired pile tip level, the intermediate shelf between the two tubes is vibrated or pressed into the ditches;
• Part of the wall is now fabricated;
• The drilling rig can be moved to the next pile location.

Advantages:

• Vibration-free, and ground-neutral (no ground relaxation or reduction in cone resistance);
• No risk of damage to adjoining properties during the fabrication of the wall;
• Horizontal rigidity due to use of tube profile very high, often no horizontal anchoring needed anymore;
• The grout injection and the intermediate board create a virtually watertight joint;
• No noise pollution, like pile driving or vibration. Only noise is the drill motor;
• No soil removal. Soil is pushed away laterally.

Applicable foundation:
The Twin pile with grout injection can be well applied in foundations up to about 50 MPa. In places where there are very heavy layers, it is possible to choose this system as the pile point level can be guaranteed.

Bracing:
Is in principle possible.

Work space:
To perform the Twin Pole, one must have a clear height and sufficient space.

Encroachments:
The tubular pile wall can be installed at a distance of approximately 0.9 m perpendicular to the abutting wall. In the case of recessed corners it is of course more.

Workable racks:
Fundex F12SE, F15, F2800, F3500.

Shelving dimensions:
Depends on type of racking. Most common; setup area approximately 7 x 12 m.
Rack height approximately 35 m.
Built-up weight variable from approximately 63 to 120 tons.

Here you will soon find the information about the drilled tube pole.

Here you will soon find more information about our tubular bore pole

Here you will soon find information about walls.

Here you will soon find information about combi piles.

Specifications

Dimensions pile:
In principle, all external pipe diameters are applicable. The most common pipe diameters are: ø273, ø324, ø356, ø406, ø456, ø508, ø556, ø610, ø711.
The foot diameters can be made 50 cm larger than the pipe diameters in relation to the base.

Length pile:
Up to approximately 35 to 40 meters. The pile will be jettisoned to ground level.

Reinforcement:
The piles are provided with prefabricated reinforcement baskets. From quality aspect, they are reinforced along the entire length.

Concrete:
The piles are poured on site using concrete directly from the plant. All strength classes can be applied here.

Soil mechanical bearing capacity:
NL: The bearing capacity is calculated in accordance with current EC, NEN and CUR standards.
B: The bearing capacity is calculated in accordance with current EC, NBN and CUR standards.

Methods:

• A steel auxiliary pipe, equipped with a base plate, is placed at ground level;
• The tube is inserted by piling on the top of the tube;
• Upon reaching the desired pile tip level, the reinforcement is placed in the pipe after checking that the pipe is dry and free of soil;
• The tube is filled with concrete mortar
• Depending on the pile base to be made, the pile tube is raised over a limited height using a ring vibrator;
• The tube is backfilled with concrete and hermetically sealed at the top, which is then driven back to just above the pile tip level;
• The tube is then fully retracted, forming the final pile .
• The rack can be moved to the next pole location.

Advantages:

• Good application in erratic soil layers;
• Quick Process;
• High load-bearing capacity allowable even in weak soil layers;
• Extremely suitable as a pressure and tension pole;
• High degree of compaction of concrete by vibratory drawing.
• No soil removal. Soil is pushed away laterally;
• No extreme inconvenience from supply materials.

Applicable base:
SuperVibrex piles can be used in virtually all bases.

Brace positions:
Up to 4:1 forward and 2:1 backward.
Work space:
To perform the SuperVibrex pile one must have adequate clearance height and space.

Encroachments:
The piles can be installed at a distance of approximately 0.9 m perpendicular to the abutting wall. In the case of recessed corners it is of course more.

Workable racks:
Fundex F12S, F12SE, F15, F16, F2800, F3500.

Shelving dimensions:
Depends on type of racking. Most common; setup area approximately 7 x 12 m. Rack height approximately 35 m.
Built-up weight variable from approximately 50 to 120 tons.

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