GB192260A – Improvements in wall form or mold
– Google Patents
GB192260A – Improvements in wall form or mold
– Google Patents
Improvements in wall form or mold
Info
Publication number
GB192260A
GB192260A
GB3487521A
GB3487521A
GB192260A
GB 192260 A
GB192260 A
GB 192260A
GB 3487521 A
GB3487521 A
GB 3487521A
GB 3487521 A
GB3487521 A
GB 3487521A
GB 192260 A
GB192260 A
GB 192260A
Authority
GB
United Kingdom
Prior art keywords
mould
moulds
frames
supported
wall
Prior art date
1921-12-28
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
Application number
GB3487521A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Blaw Knox Co
Original Assignee
Blaw Knox Co
Priority date (The priority date 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 date listed.)
1921-12-28
Filing date
1921-12-28
Publication date
1923-02-01
1921-12-28
Application filed by Blaw Knox Co
filed
Critical
Blaw Knox Co
1921-12-28
Priority to GB3487521A
priority
Critical
patent/GB192260A/en
1923-02-01
Publication of GB192260A
publication
Critical
patent/GB192260A/en
Status
Expired
legal-status
Critical
Current
Links
Espacenet
Global Dossier
Discuss
Classifications
E—FIXED CONSTRUCTIONS
E04—BUILDING
E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Abstract
192,260. Dehn, F. B., (Blaw-Knox Co.). Dec. 28, 1921. Moulding walls in situ. – For forming buttress walls of varying tapers and inclination, collapsable moulds are used which are supported so that they may be readily moved to any required position along the wall. The mould portions are suspended from a bridge-frame A supported by side frames b at the rear, and adjustable pivoted side frames c at the front, the bottoms of these side frames being provided with rollers to run on rails 7 provided at the foot of the wall on each side. The front mould section B is suspended from the bridge-frame by a screw support 22 and from the front frames c by supports 23 so that its inclination during casting may be regulated, and after casting it may be withdrawn laterally to clear the wall. Co-operating with this mould is a box mould formed of an inner face-mould D, G and two side moulds E. The face mould D is carried by frames C pivoted by supports 27 which in turn are pivoted to the bridge-frame A. The side moulds are formed in two parts, the lower sections F being separately erected and braced to co-operate with the lower front section G. The upper sections E are carried by adjustable supports 39. 40 from the side frames C so that the distance between them may be adjusted.. The frames C are first correctly positioned and then supported by a truss 43 and wedges 46, or by a strut 44, or both. The side moulds are then adjusted and secured by a beam 50 and wedges 51. Cover-plates 42, Fig. 5, are provided between the front and side moulds, and also between the top and side moulds to allow of this adjustment. The other mould parts co-operating with the inner moulds are then secured by cross-ties 49 and the buttress is cast. After the concrete is set, the ties 49 and mould parts are removed, then the side moulds F so that the upper side moulds E may then be collapsed, and the whole frame C swung about its pivot suspension 27 to the dotted position shown in Fig. 1. The mould B is also swung upwards, and the traveller may then be moved to a new position along the wall. To allow of the use of the traveller with many mould sections which are left in position until the concrete has set, and are then moved to new positions, the front mould section B is adapted to be supported from the inner mould section D by cross-ties 60, Fig. 1.
GB3487521A
1921-12-28
1921-12-28
Improvements in wall form or mold
Expired
GB192260A
(en)
Priority Applications (1)
Application Number
Priority Date
Filing Date
Title
GB3487521A
GB192260A
(en)
1921-12-28
1921-12-28
Improvements in wall form or mold
Applications Claiming Priority (1)
Application Number
Priority Date
Filing Date
Title
GB3487521A
GB192260A
(en)
1921-12-28
1921-12-28
Improvements in wall form or mold
Publications (1)
Publication Number
Publication Date
GB192260A
true
GB192260A
(en)
1923-02-01
Family
ID=10370997
Family Applications (1)
Application Number
Title
Priority Date
Filing Date
GB3487521A
Expired
GB192260A
(en)
1921-12-28
1921-12-28
Improvements in wall form or mold
Country Status (1)
Country
Link
GB
(1)
GB192260A
(en)
Cited By (2)
* Cited by examiner, † Cited by third party
Publication number
Priority date
Publication date
Assignee
Title
CN106351445A
(en)
*
2016-08-26
2017-01-25
中天建设集团有限公司
Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly
CN114232555A
(en)
*
2021-12-30
2022-03-25
中国水利水电第三工程局有限公司
High and large construction structure and method for integrally transferred dock buttress wall
1921
1921-12-28
GB
GB3487521A
patent/GB192260A/en
not_active
Expired
Cited By (3)
* Cited by examiner, † Cited by third party
Publication number
Priority date
Publication date
Assignee
Title
CN106351445A
(en)
*
2016-08-26
2017-01-25
中天建设集团有限公司
Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly
CN106351445B
(en)
*
2016-08-26
2018-08-17
中天建设集团有限公司
A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation
CN114232555A
(en)
*
2021-12-30
2022-03-25
中国水利水电第三工程局有限公司
High and large construction structure and method for integrally transferred dock buttress wall
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