SU592911A1 - Bridge sectional-monolithic substructure block - Google Patents
Bridge sectional-monolithic substructure blockInfo
- Publication number
- SU592911A1 SU592911A1 SU752167826A SU2167826A SU592911A1 SU 592911 A1 SU592911 A1 SU 592911A1 SU 752167826 A SU752167826 A SU 752167826A SU 2167826 A SU2167826 A SU 2167826A SU 592911 A1 SU592911 A1 SU 592911A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- block
- monolithic
- bridge sectional
- substructure block
- bridge
- Prior art date
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
(54) БЛОК СБОРНО-МОНОЛИТНОЙ ОПОРЫ МОСТОВ(54) BLOCK OF MONOLITHIC BRACKET SUPPORT OF BRIDGES
закреплени облицовки по всей ее поверхности .fixing the cladding over its entire surface.
Помимо основных (пр мых) блоков в ледорезной части опоры предусмотрены угловые блоки. Установка блоков выполн етс с перев зкой швов. При этом все анкерные плиты 2 сориентированы по одной вертикали, что дает возможность при правильной установке нижнего р да точно и быстро устанавливать все вышелелсащие р ды блоков (закрепление их на монтаже предусмотрено приваркой - металлической накладкой 6).In addition to the main (straight) blocks, corner blocks are provided in the ice-cutting part of the support. The installation of the blocks is done with the dressing seams. At the same time, all anchor plates 2 are oriented along one vertical, which makes it possible, when correctly installing the bottom row, to accurately and quickly install all outgoing rows of blocks (fixing them on the installation is provided by welding - with a metal lining 6).
Бетонирование полости ( дра) опоры производитс на 0,75% высоты (1,5 м) блока после установки каждого р да, что создает достаточный фронт работ.Concreting the cavity (core) of the support is carried out at 0.75% of the height (1.5 m) of the block after installing each row, which creates an adequate scope of work.
Эффективность предлагаемой конструкции блоков заключаетс в снижении трудозатрат на их изготовление, в лучшем использовании кранов при монтаже, в ускорении монтажа и строительства опор.The effectiveness of the proposed construction of the blocks consists in reducing the labor costs for their manufacture, in the best use of cranes during installation, in accelerating the installation and construction of supports.
Произведенный расчет экономической эффективности показывает, что обш,а экономи на 100 м кладки опор составл ет ориентировочно 1,0 тыс. руб.The performed calculation of economic efficiency shows that the sheeting, and the economy on 100 m of masonry of supports, is approximately 1.0 thousand rubles.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU752167826A SU592911A1 (en) | 1975-08-22 | 1975-08-22 | Bridge sectional-monolithic substructure block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU752167826A SU592911A1 (en) | 1975-08-22 | 1975-08-22 | Bridge sectional-monolithic substructure block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU592911A1 true SU592911A1 (en) | 1978-02-15 |
Family
ID=20630309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU752167826A SU592911A1 (en) | 1975-08-22 | 1975-08-22 | Bridge sectional-monolithic substructure block |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU592911A1 (en) |
-
1975
- 1975-08-22 SU SU752167826A patent/SU592911A1/en active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CH547931A (en) | SUPPORT STRUCTURE OF THE PANELS OF A FORMWORK FOR THE CASTING OF CONCRETE. | |
| SU592911A1 (en) | Bridge sectional-monolithic substructure block | |
| ATE57221T1 (en) | REINFORCED CONCRETE CEILING. | |
| GB1477140A (en) | Prefabricated buildings | |
| SU958642A1 (en) | Flue erecting method | |
| ES305774A1 (en) | Concrete panel | |
| GB779813A (en) | A new or improved method of and means for forming arched or curved roofs | |
| SU611995A1 (en) | Double floor for computing centres | |
| SU996680A1 (en) | Block form | |
| FR2231830A1 (en) | Support system for pre-fabricated ceiling panels - comprises hooks attached to girder supported rafters | |
| IT948814B (en) | TEMPORARY SPACE REINFORCEMENT FOR THE CASTING OF CONCRETE WALLS AND SLABS OF A BUILDING | |
| FR2314980A2 (en) | Metal framework for concrete floors - has dovetail shaped parallel ridges with regularly spaced grooves and forms soffit | |
| SU907181A1 (en) | Building framework | |
| SU617550A1 (en) | Horizontal joint between external wall panels with interfenestrations | |
| SU489848A1 (en) | The method of construction of low-rise buildings | |
| SU804803A1 (en) | Preabricated vault floor | |
| GB575900A (en) | Improvements relating to the construction of floors and ceilings for buildings and structures | |
| SU857381A1 (en) | Unit for resting ceiling slabs on wall | |
| SU140190A1 (en) | Stone Wall Form | |
| ES466170A1 (en) | A system for the integral construction of buildings. (Machine-translation by Google Translate, not legally binding) | |
| IT7948423A0 (en) | METHOD FOR THE CONSTRUCTION OF LARGE ROOFS WITHOUT THE SUPPORT OF SCAFFOLDING BY MEANS OF SPECIAL PREFABRICATED MEDIUM-SIZED RIBBED SLABS | |
| GB685893A (en) | Pre-cast concrete slab construction | |
| GRUNAU | FISSURES IN WALL-TILE COVERINGS | |
| IT1004916B (en) | ANCHORING UNIT PARTICULARLY FOR FIXING STEEL STRUCTURES TO CEMENT BASE | |
| GB248445A (en) | An improved means of supporting the bricks in a crown or roof for furnaces or the like |