GB191114915A - An Improved Reinforcement for Concrete and the like. - Google Patents
An Improved Reinforcement for Concrete and the like.Info
- Publication number
- GB191114915A GB191114915A GB191114915DA GB191114915A GB 191114915 A GB191114915 A GB 191114915A GB 191114915D A GB191114915D A GB 191114915DA GB 191114915 A GB191114915 A GB 191114915A
- Authority
- GB
- United Kingdom
- Prior art keywords
- members
- series
- zigzag
- transverse
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
Abstract
14,915. Stockman, H. A. June 26. Reinforced concrete.-A skeleton is formed of a series of bottom or tension members 5, 6, Figs. 1 and 3, upper or compression members 1, 2, transverse members 3, 4 connecting the upper series and alternating with similar members 7, 8, 9 which connect the lower series, and inclined zigzag or truss members 10, 11, 12, 13. The longitudinal members consist each of two wires twisted together, the twists being reversed at the loops which embrace the transverse members. Extra rods 14, 15 may be added. In the modification shown in Fig. 6, the upper and lower series are connected by transverse zigzag members 30, and longitudinal zigzag members 33.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB191114915T | 1911-06-26 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB191114915A true GB191114915A (en) | 1912-02-08 |
Family
ID=32565062
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB191114915D Expired GB191114915A (en) | 1911-06-26 | 1911-06-26 | An Improved Reinforcement for Concrete and the like. |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB191114915A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3407560A (en) * | 1965-10-21 | 1968-10-29 | Hanns U. Baumann | Expanded, trussed structural assemblance and method of assembly |
CN109057169A (en) * | 2018-09-10 | 2018-12-21 | 浙江南洋水泥制品有限公司 | A kind of steel bar connecting structure of pre-cast concrete component |
-
1911
- 1911-06-26 GB GB191114915D patent/GB191114915A/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3407560A (en) * | 1965-10-21 | 1968-10-29 | Hanns U. Baumann | Expanded, trussed structural assemblance and method of assembly |
CN109057169A (en) * | 2018-09-10 | 2018-12-21 | 浙江南洋水泥制品有限公司 | A kind of steel bar connecting structure of pre-cast concrete component |
CN109057169B (en) * | 2018-09-10 | 2021-04-13 | 安徽省英剑科技发展有限公司 | Steel bar connecting structure of prefabricated cement component |
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