BÁO CÁO MÔN HỌC KỸ THUẬT THI CÔNG 2 XE PHẦN 3-CIVIL AND INDUSTRIAL ASSEMBLY ENGINEERING

CONSTRUCTION METHOD 2
CIVIL AND INDUSTRIAL ASSEMBLY ENGINEERING
Dr. KHOA DANG PHAM
DIVISION OF CONSTRUCTION TECHNOLOGY AND MANAGEMENT
NATIONAL UNIVERSITY OF CIVIL ENGINEERING
Ha Noi - 2014
1) TRANSPORATION
2) ARRANGEMENT OF ELEMENTS ON SITE
3) PRE-ERECTION (AMPLIFICATION)
4) STRENGTHENING ELEMENTS
5) SELECTION OF ERECTING DIRECTION
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
FACTORY CONSTRUCTION SITE
REMOVING
(Bốc xếp)
MOVING
(vận chuyển)
LOWERING
(Hạ - TO INTENDED PLACE)
OF STRUCTURE ELEMENTS
3. ERECTING PREPARATION
3. ERECTING PREPARATION
PRINCIPLES (6):
1) TRANSPORATION OF STRUCTURE ELEMENTS
1. Strenth of element must obtain that for moving. For concrete one, strength must
having at least 70% of R28.
2. Element situation during moving should be similar to that at working condition
(just to avoid stresses occurred different as disigned)
WORKING SITUATION OF ELEMENTS
PRINCIPLES (6):

3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
3. Bending elements must be chocked by using wooden pieces following designed
positions (hook position)
PRINCIPLES (6):
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
4. When members laid on each other, supported (chocked) points should be on a
vertical direction
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
5. When a long member is laid on 2 rail carriages, it should be supported on 2
different points, so the carriages can be rotated during transportation.
PRINCIPLES (6):
Support point – rotation point
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
6. Length of structure member should be fit on truck, so it could be passed at corner of
streets or roads.
PRINCIPLES (6):
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
Q < 250 KG
3. ERECTING PREPARATION

1) TRANSPORATION OF STRUCTURE ELEMENTS
MEMBERS ARRIVED CONSTRUCTION SITE
3. ERECTING PREPARATION
1) TRANSPORATION OF STRUCTURE ELEMENTS
2) ARRANGEMENT OF ELEMENTS ON SITE
PRINCIPLES (2):
3. ERECTING PREPARATION
1) Member should laid in working radius of crane
PRINCIPLES (2):
3. ERECTING PREPARATION
2) ARRANGEMENT OF ELEMENTS ON SITE
2. Places of laid members should follow the location of crane, in which the crane can
pick up them as much as possible. Heavy member is laid near the crane.
Lightweight member is laid far from crane.
PRINCIPLES (2):
3. ERECTING PREPARATION
2) ARRANGEMENT OF ELEMENTS ON SITE
3) PRE-ERECTION (AMPLIFICATION)
ROOF STRUCTURE
(SPACE FRAME WITH SPHERE NODES)
3. ERECTING PREPARATION
3) PRE-ERECTION
3. ERECTING PREPARATION
3) PRE-ERECTION
3. ERECTING PREPARATION
3) PRE-ERECTION
3. ERECTING PREPARATION
3) PRE-ERECTION
3. ERECTING PREPARATION

3) PRE-ERECTION
3. ERECTING PREPARATION