DE839259C - Formwork bracing using spacer tubes - Google Patents
Formwork bracing using spacer tubesInfo
- Publication number
- DE839259C DE839259C DEH6629A DEH0006629A DE839259C DE 839259 C DE839259 C DE 839259C DE H6629 A DEH6629 A DE H6629A DE H0006629 A DEH0006629 A DE H0006629A DE 839259 C DE839259 C DE 839259C
- Authority
- DE
- Germany
- Prior art keywords
- spacer tubes
- formwork bracing
- formwork
- bracing
- spacer
- 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
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
Die bei Anfertigung von Betonbauwerk notwendige Verschalung wird nicht nur durch Abstützen von außen, sondern auch durch eingesetzte Abstandsrohre zusammengehalten, die dazu dienen, die Verbindungsmittel (Spanndraht u. dgl.) abzudecken, somit eine Abbiegung oder Abknickung der Verspannung verhindern und die geplante Wandstärke, den Schalungsabstand, sichern.The formwork required for the production of concrete structures is not held together only by support from the outside, but also by inserted spacer tubes, which serve to cover the connecting means (tension wire, etc.), thus a Prevent bending or kinking of the bracing and the planned wall thickness, secure the formwork clearance.
Die erfindungsgemäße Innenverspannung der Schalung erfolgt mit Stahlrohren a, die in ihrer Länge der geplanten Wandstärke entsprechen. In diese Abstandsrohre werden an befiden Endren je ein Gewindebolzen b mit aufgesetzter Gummimuffe eingeführt, der Gewindeteil durch ein Bohrloch der Schalplatte geführt und dann letztere durch Anziehen der Flügelmutter c mit dem Rohr verbunden.The internal bracing of the formwork according to the invention is carried out with steel pipes a, the length of which corresponds to the planned wall thickness. In these spacer tubes a threaded bolt b with an attached rubber sleeve are inserted at each end, the threaded part passed through a borehole in the shuttering panel and then through the latter Tighten the wing nut c connected to the pipe.
Der im Abstandsrohr befindliche Gummistopfen wird beim Anziehen der Mutter zusammen- und darni.t gegen die Innenwandung dies Rohres gepreß,t und hält so beide Schalplatten fest und in gesichertem Abstand zusammen.The rubber stopper in the spacer tube is tightened when the Nut pressed together and darni.t against the inner wall of this pipe, t and holds so both panels firmly and at a safe distance together.
Das Abstandsrohr wird in seiner Längsmitte mit einer Durchbohrung d versehen, durch diese ein Rundeisen geführt, ,das S-förmig abgebogen am Stoße von Schabplatten das benachbarte Abstandsrohr umgreift undi so einte Verspannung der Schalring in ihrer Längsrichtung ermöglicht und wie das Abstandsrohr mit der Füllmasse unlösbar verankert wird.The spacer tube is drilled through in its longitudinal center d, a round iron passed through this, the S-shaped bent at the joint of scraper plates surrounds the adjacent spacer tube and thus unites tension allows the shell ring in its longitudinal direction and how the spacer tube with the Filling compound is anchored inextricably.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH6629A DE839259C (en) | 1950-11-11 | 1950-11-11 | Formwork bracing using spacer tubes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEH6629A DE839259C (en) | 1950-11-11 | 1950-11-11 | Formwork bracing using spacer tubes |
Publications (1)
Publication Number | Publication Date |
---|---|
DE839259C true DE839259C (en) | 1952-05-19 |
Family
ID=7144740
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEH6629A Expired DE839259C (en) | 1950-11-11 | 1950-11-11 | Formwork bracing using spacer tubes |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE839259C (en) |
-
1950
- 1950-11-11 DE DEH6629A patent/DE839259C/en not_active Expired
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3869530A (en) | Method of constructing a prestressed concrete circular wall | |
DE102012001109A1 (en) | hybrid tower | |
DE839259C (en) | Formwork bracing using spacer tubes | |
US3328055A (en) | Conduit grip and process | |
US2365563A (en) | Form tie assembly for concrete | |
DE102019125409A1 (en) | End shuttering of a double wall element | |
CH301364A (en) | Method for prestressing reinforced concrete components. | |
DE804045C (en) | Factory-made frame wall with an installation attached to it | |
CN209737386U (en) | Screw rod buckle step by step | |
DE834164C (en) | Connection head for pipe or hose lines | |
AT240282B (en) | Prestressed tunnel lining made of concrete, masonry, etc. like | |
DE951764C (en) | Methods and equipment for tensioning tendons with support against the hardened concrete | |
RU2022102604A (en) | DRY CONNECTION SYSTEM FOR PRE-MANUFACTURED ELEMENTS | |
JPS6139031Y2 (en) | ||
DE1634554A1 (en) | Injection tie rods | |
CH217412A (en) | Anchor dowels for concrete formwork connections. | |
DE102021103195A1 (en) | Sealing sleeve with clamping element for sealing an anchor clamping point on a concrete formwork | |
DE7534514U (en) | DEVICE FOR CONNECTING THE HOT WATER PIPES OF A SANITARY BLOCK, AT THE SAME TIME BALANIZING THE EXPANSION AND SHORTENING OF THE PIPES CAUSED BY TEMPERATURE VARIATIONS | |
DE2138774A1 (en) | COATING OF PIPES WITH FIRE-RESISTANT PREFABRICATED PIPE SHELLS | |
DE1143319B (en) | Tendon joint | |
DE2037061A1 (en) | Tension member for the production of a prestressed rock anchor | |
DE2245245C3 (en) | Connection connection for pipes of a sanitary block | |
DE1917370C (en) | Device for protecting tendon anchorages against corrosion | |
DE817951C (en) | Connection or anchoring of precast reinforced concrete parts | |
DE10327325B3 (en) | Device for coupling tunnel components, especially tubbings, comprises a screw bolt having an adapter device acting as a spacer between the surface of the tunnel component and the screw bolt head or nut |