ACI PRC-334.3-24: Construction of Concrete Shells Using Inflatable Forms - Report

Price: $ 54.00 USD

Choose Product Language

Choose Product Units


Choose Product Format


Description

This report provides information on the construction of structural concrete shells using an inflated form. Major facets of the construction process are covered, including foundations, inflation, monitoring, and backup systems. Other aspects, such as the geometric variations of inflated forms, thickness of polyurethane foam, and mixture proportions for shotcrete, are also considered.

Keywords:

dome; fabric; inflation; polyurethane foam; reinforcement; shotcrete; thin shell.

 

Document Details

Author: Joint ACI-ASCE Committee 334

Publication Year: 2024

Pages: 13

ISBN: 9781641952835

Formats: Protected PDF/Web View

Table of Contents

CHAPTER 1—GENERAL, p. 2

1.1—Introduction , p. 2

1.2—Scope, p. 2

1.3—History, p. 2

1.4—Methods, p. 3

1.5—Preconstruction, p. 4

1.6—Work schedule, p. 4

CHAPTER 2—DEFINITIONS, p. 4

CHAPTER 3—FOUNDATIONS, p. 4

3.1—General, p. 4

3.2—Concrete, p. 4

3.3—Soil conditions, p. 4

3.4—Reinforcement material, p. 4

3.5—Placement of reinforcement, p. 5

3.6—Placement of anchors, p. 5

3.7—Concrete placement, p. 5

3.8—Foundation dowels, p. 5

3.9—Uplift prevention, p. 6

CHAPTER 4—INFLATED FORMS, p. 6

4.1—General, p. 6

4.2—Inflated form material and manufacturing, p. 6

4.3—Field layout, p. 7

4.4—Form protection, p. 7

4.5—Initial stretching, p. 7

4.6—Inflation, p. 7

4.7—Construction tolerances, p. 8

4.8—Air pressure maintenance, p. 8

4.9—Collapse prevention, p. 8

4.10—Miscellaneous connections, p. 8

4.11—Fabric form repair, p. 9

4.12—Polyurethane foam (when used), p. 9

4.13—Preparation, p. 9

4.14—Foam application, p. 9

4.15—Construction hazards, p. 9

CHAPTER 5—SHOTCRETE DOME, p. 9

5.1—General, p. 9

5.2—Reinforcement material and size, p. 9

5.3—Clear spacing between bars, p. 10

5.4—Splices, p. 10

5.5—Cover, p. 10

5.6—Preliminary reinforcement mat (premat), p. 10

5.7—Shell reinforcement, p. 10

5.8—Preconstruction shotcrete tests, p. 10

5.9—Shotcrete compression tests, p. 10

5.10—Proportions and materials, p. 10

5.11—Field practice, p. 11

5.12—Shotcreter qualifications, p. 11

5.13—Shotcrete operation, p. 11

5.14—Discharge time, p. 12

5.15—Joints, p. 12

5.16—Multi-pass technique, p. 12

5.17—Curing, p. 12

5.18—Shotcrete placement tolerance, p. 12

5.19—Shotcrete damage, p. 12

5.20—Completion, p. 12

CHAPTER 6—REFERENCES, p. 12

6.1—Referenced standards and reports, p. 12

Authored documents, p. 13

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.

Subscriptions These items are not eligible for return.

Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).