GB407769A - Improvements in or relating to reinforced concrete piles, piers or the like - Google Patents
Improvements in or relating to reinforced concrete piles, piers or the likeInfo
- Publication number
- GB407769A GB407769A GB3092832A GB3092832A GB407769A GB 407769 A GB407769 A GB 407769A GB 3092832 A GB3092832 A GB 3092832A GB 3092832 A GB3092832 A GB 3092832A GB 407769 A GB407769 A GB 407769A
- Authority
- GB
- United Kingdom
- Prior art keywords
- units
- casing
- lowest
- assembled
- pile
- 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
- 239000011150 reinforced concrete Substances 0.000 title 1
- 239000004568 cement Substances 0.000 abstract 2
- 239000011440 grout Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- 230000004048 modification Effects 0.000 abstract 1
- 238000012986 modification Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
407,769. Piles. BRITISH STEEL PILING CO., Ltd., 54A, Parliament Street, and HOOD, A., 181A, Adelaide Road, Hampstead, both in London. Nov. 2, 1932, No. 30928. [Class 68 (ii).] A concrete pile is made by threading precast hollow units on a central supporting pipe, positioning this in a bore, and supplying grout under pressure. As shown in Fig. 1, the bore a is lined with a removable sectional casing b. Precast' units c each with a central longitudinal hole d, are threaded on a tube e, which also is made in sections, each as long as two units c. The bottom section of the tube e has apertures m, and its lower end is closed by a plate f, with a flange g, which sets into a cup-like recess h in the base of the lowest unit c ; the walls of this recess have lateral passages k. During the assembly of the pile the lowest section e is supported by clamps p, which engage with the coupling.n while the next higher section e is joined thereto, and one or more units c are placed in position on hinged arms q attached to the head of the casing b. The weight of the assembled parts is then taken by the newly added length e, the clamps p are removed, and the parts raised until the upper end of the units c inside the tube engages with the underside of the newly added units. The arms q are then turned away, the parts lowered, and the process repeated. When it is desired to recover the tube sections e, all except the lowest are joined by right-hand threads ; the lowest is connected to the adjacent one by a left-hand thread, and, with the plate f, is abandoned. Units with their walls may be used for making the top end of the pile. In a modification, the units, Fig. 6, are made with a central hole d and additional holes t, and with helical reinforcements u. These units are assembled on sectional reinforcing rods placed in the holes t; these are recovered and replaced by continuous rods if there is sufficient head room. When the column has been assembled, the water within the casing is expelled by supplying air through the pipe e, Fig. 1, and cement grout is then supplied under pressure through the same pipe so as to fill all the spaces in and around the pile units while the casing a is extracted. For making a foot, a burstable container of, e.g. waterproof material, containing a cement mixture is placed in the bottom of the bore, and may be burst by using the assembled column as a ram. Specification 370,795 is referred to in the Provisional Specification.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3092832A GB407769A (en) | 1932-11-02 | 1932-11-02 | Improvements in or relating to reinforced concrete piles, piers or the like |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3092832A GB407769A (en) | 1932-11-02 | 1932-11-02 | Improvements in or relating to reinforced concrete piles, piers or the like |
Publications (1)
Publication Number | Publication Date |
---|---|
GB407769A true GB407769A (en) | 1934-03-29 |
Family
ID=10315285
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3092832A Expired GB407769A (en) | 1932-11-02 | 1932-11-02 | Improvements in or relating to reinforced concrete piles, piers or the like |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB407769A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3074240A (en) * | 1960-02-18 | 1963-01-22 | Fairfield H Elliott | Method of forming drilled cast-in-place piles |
US3241325A (en) * | 1961-03-11 | 1966-03-22 | Simons Hanns | Piling construction method |
DE1274518B (en) * | 1962-10-15 | 1968-08-01 | Friedrich Hoelscher | Device for producing a reinforced in-situ concrete pile |
-
1932
- 1932-11-02 GB GB3092832A patent/GB407769A/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3074240A (en) * | 1960-02-18 | 1963-01-22 | Fairfield H Elliott | Method of forming drilled cast-in-place piles |
US3241325A (en) * | 1961-03-11 | 1966-03-22 | Simons Hanns | Piling construction method |
DE1274518B (en) * | 1962-10-15 | 1968-08-01 | Friedrich Hoelscher | Device for producing a reinforced in-situ concrete pile |
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