RU2592579C1 - Formwork for making well under anchor attachment - Google Patents
Formwork for making well under anchor attachment Download PDFInfo
- Publication number
- RU2592579C1 RU2592579C1 RU2015133006/03A RU2015133006A RU2592579C1 RU 2592579 C1 RU2592579 C1 RU 2592579C1 RU 2015133006/03 A RU2015133006/03 A RU 2015133006/03A RU 2015133006 A RU2015133006 A RU 2015133006A RU 2592579 C1 RU2592579 C1 RU 2592579C1
- Authority
- RU
- Russia
- Prior art keywords
- formwork
- spiral
- attached
- foundation
- walls
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 11
- 238000004873 anchoring Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 239000000126 substance Substances 0.000 abstract 1
- 238000005336 cracking Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
Изобретение относится к строительству и может быть использовано при проектировании и строительстве жилых, общественных и промышленных зданий, сооружений.The invention relates to the construction and can be used in the design and construction of residential, public and industrial buildings, structures.
Известна опалубка для изготовления колодца под анкер (авторское свидетельство на изобретение №987058), состоящая из рулонного материала с крепежными элементами.Known formwork for the manufacture of a well for an anchor (copyright certificate for the invention No. 987058), consisting of a rolled material with fasteners.
Недостатком известной конструкции является невозможность образования шпонок между бетонами заполнения колодца и фундамента после извлечения опалубки, большая глубина его заложения в фундамент, возможность развития трещин.A disadvantage of the known design is the inability to form dowels between the concrete filling the well and the foundation after removing the formwork, the large depth of its laying in the foundation, the possibility of cracking.
Технической задачей является повышение прочности, жесткости и надежности анкерного крепления, уменьшение глубины его заложения в фундамент, препятствие развитию трещин.The technical task is to increase the strength, rigidity and reliability of the anchoring, reducing the depth of its laying in the foundation, preventing the development of cracks.
Поставленная задача решается тем, что опалубка неизвлекаемая, стенки выполнены из винтовой спирали с прутками, прикрепленными к спирали с шагом по ее периметру, к диаметрально противоположным сторонам стенок в нижней части прикреплен стержень. Пруток спирали, прикрепленные к нему по периметру прутки могут иметь любое поперечное сечение.The problem is solved in that the formwork is not removable, the walls are made of a spiral spiral with rods attached to the spiral with a pitch along its perimeter, a rod is attached to the diametrically opposite sides of the walls in the lower part. A spiral bar attached to it along the perimeter of the bar can have any cross section.
Конструкция опалубки колодца позволяет обеспечить совместность работы бетонов заполнения колодца и фундамента, использовать эффект объемного сжатия при работе анкерного крепления, уменьшить глубину его заложения в фундамент.The design of the formwork of the well makes it possible to ensure the compatibility of the work of concrete filling the well and the foundation, use the effect of volumetric compression during the operation of anchor fastening, and reduce the depth of its laying in the foundation.
Образующиеся после установки в колодец анкера и бетонирования колодца шпонки делают предсказуемым работу анкерного крепления, повышают прочность, жесткость и надежность, спираль с арматурными стержнями препятствуют раскрытию трещин.The dowels formed after installing the anchor in the well and concreting the well make the operation of the anchor fastening predictable, increase strength, stiffness and reliability, the spiral with reinforcing rods prevents crack opening.
Конструкция поясняется чертежами.The design is illustrated by drawings.
На фиг. 1 представлены поперечное сечение 1 - 1 опалубки и вид сверху.In FIG. 1 shows a cross-section of 1 - 1 formwork and a top view.
Опалубка для изготовления колодца под анкерное крепление состоит из стенок, выполненных из спирали (1) с прутками (2), прикрепленными к спирали с шагом по ее периметру, дна (3). Дно может отсутствовать. К диаметрально противоположным сторонам стенок в нижней части прикреплен стержень (4).The formwork for manufacturing a well for anchoring consists of walls made of a spiral (1) with rods (2) attached to the spiral with a step along its perimeter, bottom (3). The bottom may be missing. A rod (4) is attached to the diametrically opposite sides of the walls at the bottom.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
RU2015133006/03A RU2592579C1 (en) | 2015-08-07 | 2015-08-07 | Formwork for making well under anchor attachment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
RU2015133006/03A RU2592579C1 (en) | 2015-08-07 | 2015-08-07 | Formwork for making well under anchor attachment |
Publications (1)
Publication Number | Publication Date |
---|---|
RU2592579C1 true RU2592579C1 (en) | 2016-07-27 |
Family
ID=56556941
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
RU2015133006/03A RU2592579C1 (en) | 2015-08-07 | 2015-08-07 | Formwork for making well under anchor attachment |
Country Status (1)
Country | Link |
---|---|
RU (1) | RU2592579C1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU979605A1 (en) * | 1980-02-26 | 1982-12-07 | Магнитогорский государственный институт по проектированию металлургических заводов | Plug for forming a well for anchor bolt in concrete articles |
SU1006677A1 (en) * | 1979-08-22 | 1983-03-23 | Предприятие П/Я А-1940 | Form for making well |
WO1994024390A1 (en) * | 1993-04-08 | 1994-10-27 | Alan H. Reid Pty. Ltd. | Edge lifting recess former and reinforcement system |
RU88711U1 (en) * | 2009-07-01 | 2009-11-20 | Илья Маркович Антонов | INSERT FOR EDUCATION IN A PRODUCT FROM CONCRETE WELL UNDER ANCHOR MEANS |
-
2015
- 2015-08-07 RU RU2015133006/03A patent/RU2592579C1/en active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1006677A1 (en) * | 1979-08-22 | 1983-03-23 | Предприятие П/Я А-1940 | Form for making well |
SU979605A1 (en) * | 1980-02-26 | 1982-12-07 | Магнитогорский государственный институт по проектированию металлургических заводов | Plug for forming a well for anchor bolt in concrete articles |
WO1994024390A1 (en) * | 1993-04-08 | 1994-10-27 | Alan H. Reid Pty. Ltd. | Edge lifting recess former and reinforcement system |
RU88711U1 (en) * | 2009-07-01 | 2009-11-20 | Илья Маркович Антонов | INSERT FOR EDUCATION IN A PRODUCT FROM CONCRETE WELL UNDER ANCHOR MEANS |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EA200700925A1 (en) | CONSTRUCTIVE CONCRETE COLUMN, JOINT OF CREAM COLUMNS AND METHOD OF EXECUTION OF JOINT | |
CN104196054B (en) | A kind of double-layered precast facade of basement | |
CN106437033B (en) | A kind of steel core concrete column embedded column base | |
CN105155724A (en) | Construction method of structural column for simultaneous construction with frame-structured filled wall | |
CN205976167U (en) | Based on cast -in -place floor structures of detachable positioning control spare | |
RU2592579C1 (en) | Formwork for making well under anchor attachment | |
RU2014109110A (en) | CONNECTOR FOR FITTINGS INSIDE THE FORMWORK | |
RU123033U1 (en) | COLUMN CONNECTION AND FLOOR PLATE ASSEMBLY | |
JP5984754B2 (en) | Solid foundation method using PC unit and PC unit | |
RU2595031C1 (en) | Non-extracted formwork for making well under anchor attachment | |
RU2596614C1 (en) | Withdrawable formwork for making well under anchor attachment | |
CN204126295U (en) | Outsourcing reinforcing bar ruggedized construction at the bottom of a kind of beam | |
JP5378137B2 (en) | Reinforcement structure for existing fabric foundation and foundation | |
RU73365U1 (en) | CROSS-BASED BUILDING | |
KR101270502B1 (en) | Precast concrete for member of framework with none sleeve | |
RU2011112603A (en) | BUILDING ELEMENTS SUCH AS A WALL UNIT, FLOOR PLATE, JUMBER-SEISMICALLY STRUCTURED DESIGN | |
RU104573U1 (en) | FRAME OF BUILDINGS AND STRUCTURES | |
RU165772U1 (en) | ANCHOR FASTENING | |
RU105645U1 (en) | COMBINED REINFORCED CONCRETE CESSON | |
RU2596618C1 (en) | Anchor attachment | |
RU2596616C1 (en) | Formwork for making well under anchor | |
JP6069259B2 (en) | Method for manufacturing reinforced concrete | |
EA201001136A1 (en) | CONTACT-SCREW JOINT OF REINFORCED CONCRETE COLUMNS | |
JP6571366B2 (en) | Concrete wall structure | |
RU99512U1 (en) | FORMWORK |