4 - Building Structure and Systems Flashcards

1
Q

generally defined as an enclosed structure for human occupancy

A

Building

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2
Q

Priority of building structures

A
  1. Load-bearing systems
  2. Exterior walls
  3. Interior walls
  4. Linings, claddings
  5. Plants, equipment
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3
Q

Aside from the typical vertical load-resisting structures, design criteria for building structures are based on __________

A

structural systems used.

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4
Q

Structural systems are categorized based on:

A

 the material of construction
 the way in which lateral forces are resisted, and
 the relative quality of seismic resistant design

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5
Q

defines the main character of design

A

Exterior Walls

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6
Q

most components are adequately attached to supporting structures (load-bearing systems)

A

Exterior Walls

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7
Q

can be as simple as masonry walls to complex curtain walls

A

Exterior Walls

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8
Q

are used to divide spaces inside the building

A

Interior Walls

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9
Q

placing of such is governed by building and fire codes

A

Interior Walls

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10
Q
  • can be masonry walls, timber partitions, light-weight panels like gypsum and ficem board, glass, modular partitions and laminates
A

Interior Walls

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11
Q
  • the application of one material over another to provide skin or layer intended to control the infiltration of weather elements, or for aesthetic purposes
A

Cladding

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12
Q
  • does not necessarily have to provide a waterproof condition but is instead a control element
A

Cladding

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13
Q
  • are semi-permanent building features that supports the operation of a facility
A

Plant/Equipment

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14
Q
  • examples are escalators and elevators, HVAC, generators and substations, MEPF system
A

Plant/Equipment

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15
Q

The _____ is where the building structure is being built. It should be a well-planned area that considers mobility and function of the construction process.

A

Building Site

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16
Q

The _____ decides the allocation of areas in a construction site.

A

project manager

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17
Q

The ______ can make significant improvements in the cost and time savings during the construction process without involving a mass of additional work.

A

site-based management

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18
Q

The role of site managers is to ________ and then taking actions to rectify situations where performance is unsatisfactory.

A

control and maintain work performance

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19
Q

Site planning in particular, has been the ____ aspect in the construction industry and the attitude of the engineers has been that it will be done as the project progress.

A

most neglected

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20
Q

_______, in general, is a complex optimization problem.

A

Layout planning

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21
Q

There are two general objectives which planners should seek to meet through careful organization of the site for construction:

A
  1. the site must be designed to maximize efficiency of operations in order to promote worker productivity, to shorten project time and to reduce cost
  2. the final plan must create a project with a good work environment in order to attract and retain the best personnel and thus contribute to better work quality and productivity
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22
Q

Construction site layout involves:

A

 identifying, sizing, and placing temporary facilities
 identifying staging areas
 locating mobility points and transportation routes
 locating equipment setup

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23
Q

Common Problems at Building Site

A

 Material stacks wrongly placed
 Plant and equipment wrongly located
 Inadequate space allowed
 Temfacil wrongly located

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24
Q

Site Layout Planning Elements

A
 Safety 
-- Fire prevention 
-- Medical services
--  Personnel safety 
 Site Accessibility
  Information Signs
  Security 
---- Entrance 
---- Lighting
---- Fencing
 Accommodation 
 Offices 
 Water supply and sanitation
  Material handling 
 Storage and site cleaning
25
Building component that rests on earth
Substructure
26
Building component that rests on substructure
Superstructure
27
Part of the building that transfers all the load of the building to the earth underneath
Foundation
28
Types of Substructure
 Foundation  Slab-on-grade  Earth-retaining structures
29
Types of Superstructure
 Suspended slab  Suspended beams and girders  Columns  Roof
30
Types of Footing
```  Shallow foundation --  Isolated footing --  Combined footing --  Spread/Mat footing  Deep foundation -- Driven piles -- Bored piles  Footing tie beam  Wall Footing ```
31
Method of Installation Shallow foundation
 No formwork on the bottom  Either rests on gravel or lean concrete  Rebar installation will start with concrete spacer blocks  Side forms only, separated from the rebar by spacer blocks  After curing, backfill and compact
32
Method of Installation Driven Pile
 Piles to be driven are prefabricated  Delivered at site with varying lengths according to order  Test piles (if necessary) are driven first  Pile-driving with the necessary equipment  Excess length of pile that cannot be driven further are manually hacked using jack hammer  Rebars exposed from cutting the excess length will be integrated with the pile cap/footing
33
Method of Installation Bored Pile
 Boring equipment will bore a hole into the soil  Soil from boring will not be used again  Prefabricated rebar is placed at the bored hole  Concrete is poured at the hole  Excess length will be hacked  Rebars exposed from cutting the excess length will be integrated with the pile cap/footing
34
Used to hold the earth in place permanently or temporarily
Other earth-retaining structures  Retaining wall  Sheet piles  Soil nail
35
Method of Installation Sheet pile
 Sheet metals are delivered at site  Necessary equipment (mounted vibratory hammer) is used to drive the sheet piles on the soil  After complete installation, excavation of the critical soil will proceed  At strategic points, wailer supports are placed to prevent sheet piles from overturning due to active soil pressure
36
Method of Installation Soil nail
 Soil retaining structure is built (abutment, retaining wall, precast concrete fence)  Soil is bored at an angle  Post-tensioning tendons/cables are inserted in the hole  Hole is bombarded with pressurized grout  After curing, the tendons/cables are stressed to obtain the necessary pull applied on the retaining structure
37
Flooring that directly rests on the ground
Slab-on-grade
38
Process: Slab-on-grade
```  Soil compaction  Gravel bedding  Damproofing (polyethylene sheet)  Rebar installation  Concrete pouring  Floor finishing ```
39
Directly carries the dead load and live load of the building and transfers the load to the beams and girders
Suspended Slab
40
Carries the slab and transfers the load to the girders
Intermediate Beam
41
Carries the intermediate beams and some of the slab directly attached to it, transfers the load to the columns
Girder
42
The main load-bearing structure that carries the girders and transfers all the load to the foundation
Column
43
Column that is not directly connected to the foundation is called _________
planted column
44
Method of Installation Superstructure (Column)
 Column rebars are erected  Spacer blocks are installed  Column formworks are installed  Concrete is poured for several lifts
45
Method of Installation Superstructure (Girders, Beams and Slab)
 Scaffolds are installed to support the formworks  Bottom forms are installed (including slab) --- Conventional formworks --- Table forms  Rebars are assembled (girders and beams)  Side forms are erected upon completion of rebars  Slab rebars are installed  Concrete pouring  Floor finishing
46
Used for small construction where reuse of forms is cannot significantly affect the total cost
Plywood
47
Special type of engineered wood with smooth surface (coated with phenolic) to maximize reuse of forms
Phenolic board
48
Scaffoldings are used to support the assembly of phenolic boards to serve as formworks for cast-in-place concrete
Conventional Scaffolding
49
A pre-assembled platform, complete with forms, will serve as formworks assembly for the entire project
Table Forms
50
Mix for Concrete
water + cement + FA + CA
51
Mix for Mortar
water + cement + FA
52
Mix for Grout
water + cement
53
concrete mixed at the batching plant
Ready-mix concretw
54
concrete mixed on-site
Job-mix concrete
55
Fresh concrete is delivered at site and poured in preassembled formworks
Cast-in-place concrete
56
Hardened concrete is delivered at site to act as building components (e.g. pre-cast wall, pre-cast girder)
Pre-cast concrete
57
used if concrete can flow using gravity
Direct pouring
58
used to pump concrete to reach higher levels and hard to reach areas
Pumpcrete
59
Ribbed steel bars of varying sizes and strength
Reinforcing bars