EASY STEPS
TO BUILD A GOOD FOUNDATION
Building a good foundation has never been easy before. Follow these steps to get started.
OUR
ADDRESS
UNI EXCEL ENGINEERING SDN BHD (199901012104/487004-A)
16-1(A5) Jalan Danau Lumayan 1
Off Jalan Tasik Permaisuri 1
Bandar Tun Razak
56000 Kuala Lumpur
Office No: 013-6000 101
Email: a[email protected]
ABOUT
ASAS KUKUH
ASASKUKUH.com, a brand under Uni Excel Engineering Sdn Bhd (UEE) registered with both CIDB and MOF, has extensive experience in providing piling services for small and medium-sized projects.
While the company specializes in injection piling, its expertise also extends to monopole foundations, factory underpinning, advertisement foundations, telecommunication towers, as well as bungalow and residential projects.
Initially focused on hydraulic injection piling systems, ASAS KUKUH has, over the years, expanded its scope to take on new challenges, including sub-structure works, following its continued success in foundation projects across Malaysia.
CONSTRUCTION DIVISION
CONSTRUCTION DIVISION
The CIVIL ENGINEERING DIVISION started to focus on the completion of various sub structure works like pile cap, stump and tie beams. Currently, the division continue to complete full structure works like beam and slab, swimming pool, basement and telecommunication tower.
PILING WORK DIVISION
PILING WORK DIVISION
The PILING DIVISION is the core business of the group where it contributes 70% of the company revenue. Asas Kukuh is well recognized as a small and medium piling contractor’s company in Klang Valley and has completed millions worth of projects. Asas Kukuh is also being recognized and registered with various reputable clients.
SUPPLY DIVISION
SUPPLY DIVISION
The SUPPLY ENGINEERING DIVISION is focusing on various sectors: i) engineering equipment ii) rental machinery iii) heavy construction machines such as excavator, crane, lorry crane, low loader and etc.
WHY
ASAS KUKUH?
BECAUSE WE ARE
PROFESSIONAL RELIABLE AFFORDABLE
THINK FOUNDATION, THINK ASAS KUKUH
REGISTERED WITH CIDB & MOF
SPECIALIZED IN INJECTION PILING
PREFERRED PARTNER BY VARIOUS REPUTABLE CLIENTS
MULTIPLE EQUIPMENTS & MACHINERY
PILE
SUPPLY
HYDRAULIC
HAMMER
If installation is to be carried out using pile-hammer, then the following factors should be taken in to consideration:
- The size and the weight of the pile.
- The driving resistance which has to be overcome to achieve the design penetration.
- The available space and head room on the site.
- The availability of cranes.
- The noise restrictions which may be in force in the locality.
INJECTION
PILE
- The hydraulic jack in piling system utilizes a patented hydraulic grip jacking technique in which piles are injected into the ground at a maximum pile jacking capacity of 800 tones.
- Due to the fact that only the most minimal emission of noise, vibration and pollution occurs during the pile injection process, this system meets even the most stringent environmental protection requirements around the world.
- It also has many other advantages, such as a superior mobility, an excellent jacking ability, high levels of operational accuracy and a 100% quality check on all injected piles.
- Currently, we have hydraulic jacking machines of various capacities ranging from 160 tones to 600 tones.
BORED
PILE
A bored pile is a cast-in-place concrete pile, meaning the pile is cast on the construction site. This differs from other concrete pile foundations, like spun pile and reinforced concrete square pile foundations, which use precast concrete piles.
Bored Pile Works commonly use in:
- As heavy foundations, securing deep excavation especially close to existing buildings as well as stabilising and retaining slopes
- In a variety of infrastructure projects such as highway, road or bridge construction as well as flood protection
- Retain ground alongside an excavation pit or close to adjacent buildings, often combined with other techniques such as ground anchors or soil nails
- For slope stabilization to prevent landslides, or protect existing buildings
MICRO
PILE
Micropiles are deep foundation used when very limited space or headroom is available for execution with conventional pile rigs. Besides, micro pile bearing is a small working load and can perform on hard or shallow rock formation, where precast pile is unsuitable. Micro pile machine also can be modified for underpinning works where limited head room encounters.
In a typical installation process, a high-strength steel casing is drilled down to the design depth. A reinforcing bar is inserted and high-strength cement grout pumped into the casing. The casing may extend along the full length of the pile, or it may only extend along part of the length of the pile, with the reinforcing bar extending along the full length.
Typically, the size of micro pile ranging from 200mm diameter to 450mm diameter with capabilities to drill until 40m. Method of drilling including using drag bit, down the hole hammer or ODEX system either by wash boring or air flush depending on sub soil condition.
CUT-OFF
PILE
- The hydraulic jack in piling system utilizes a patented hydraulic grip jacking technique in which piles are injected into the ground at a maximum pile jacking capacity of 800 tones.
- Due to the fact that only the most minimal emission of noise, vibration and pollution occurs during the pile injection process, this system meets even the most stringent environmental protection requirements around the world.
- It also has many other advantages, such as a superior mobility, an excellent jacking ability, high levels of operational accuracy and a 100% quality check on all injected piles.
- Currently, we have hydraulic jacking machines of various capacities ranging from 160 tones to 600 tones.
PDA
TEST
Also known as Pile Driving Analyzer, dynamic load can be tested by using a PDA equipment which is a high-strain non-destructive load test method.
The test can be performed during or after pile installation using conventional pile driving equipment.
Velocity and force signals obtained from accelerometers and strain transducers attached to the pile during driving is then calculated by PDA equipment to show the pile capacity.
MLT
TEST
Maintain load test, or also known as pile static load test is usually done to:
- obtain soil data to design other piles accordingly
- confirm pile lengths required to determine the cost
- Evaluate results from geotechnical and pile driving formula
OUR
CLIENTS
OUR
MACHINERY
a) 40 Ton – AKV401
b) 60 Ton – AKV601 & AKV692
c) 80 Ton – AKV801 & AKV802
d) 120 Ton – AKV/ZYC 120B-B
e) 180 Ton – AKV/ZYC 180
a) Hydraulic Driver Rig C/W 2.5 Ton Hammer
b) Hydraulic Driver Rig C/W 3.0 Ton Hammer
c) Hydraulic Driver Rig C/W 6.0 Ton Hammer
a) 20 Tan Crane C/W 1.5 Ton Hammer
b) 25 Tan Crane C/W 2.5 Ton Hammer
INQUIRE
NOW
OUR LOCATION
UNI EXCEL ENGINEERING SDN BHD
(199901012104/487004-A)
16-1(A5) Jalan Danau Lumayan 1
Off Jalan Tasik Permaisuri 1
Bandar Tun Razak
56000 Kuala Lumpur
Office No: 013-6000 101
Email: a[email protected]