SU1458520A1 - Vertical joint of inner and outer solid walls of building of unsimilar materials - Google Patents
Vertical joint of inner and outer solid walls of building of unsimilar materials Download PDFInfo
- Publication number
- SU1458520A1 SU1458520A1 SU874216441A SU4216441A SU1458520A1 SU 1458520 A1 SU1458520 A1 SU 1458520A1 SU 874216441 A SU874216441 A SU 874216441A SU 4216441 A SU4216441 A SU 4216441A SU 1458520 A1 SU1458520 A1 SU 1458520A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- building
- vertical joint
- joint
- unsimilar
- materials
- Prior art date
Links
- 239000000463 material Substances 0.000 title claims description 3
- 239000007787 solid Substances 0.000 title 1
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims abstract 3
- 230000008447 perception Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 description 4
- 238000000926 separation method Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Изобретение относитс к области стро- ительства, а именно к вертикальным стыкам монолитны.х бетонных стен зданий и сооружений . Целью изобретени вл етс увеличение несущей способности стыка при воспри тии сдвигающих усилий в сложных услови х строительства. Сущность изобретени заключаетс в использовании в качестве разделительного элемента между бетонами разной плотности железобетонного блока 3, снабженного углублени ми 4 по торцам и арматурными выпусками 5. 1 з.п. ф-лы, 5 ил.The invention relates to the field of construction, namely, to vertical joints of monolithic concrete walls of buildings and structures. The aim of the invention is to increase the bearing capacity of the joint when it perceives shear forces in difficult construction conditions. The essence of the invention consists in using, as a separating element between concrete, different densities of reinforced concrete block 3, provided with depressions 4 along the ends and reinforcement outlets 5. 1 C. f-ly, 5 ill.
Description
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4. / four. /
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Изобретение относитс к строительству, именно к вертикальным стыкам монолит- JX бетонных стен зданий и сооружений изThe invention relates to the construction, namely to the vertical joints of the monolith- JX of the concrete walls of buildings and structures from
разнородных материалов.heterogeneous materials.
Цель изобретени - увеличение несущей сЬособности стыка при воспри тии сдвигаю- 1)р1их условий в сложных услови х строительства .The purpose of the invention is to increase the carrying capacity of the joint when it perceives a shift - 1) of their conditions in difficult construction conditions.
На фиг. 1 показан стык, вид в плане; На фиг. 2 - разделительный элемент; на фиг. 3 - разделительный элемент со шпон- ь:ами; на фиг. 4 - сечение А-А на фиг. 2; ,ца фиг. 5 - сечение. Б-Б на фиг. 3.FIG. 1 shows a joint, a plan view; FIG. 2 - separation element; in fig. 3 - separating element with dowel: am; in fig. 4 is a section A-A in FIG. 2; , figs. 5 - section. BB in FIG. 3
Стык выполн ют следующим образом. На плиту перекрыти нижележащего этажа или фундамент устанавливают опалубку внутренней стены и одновременно опалуб- ity 2 наружной стены. В пространство между щитами опалубки 1 в зоне примыкани 15нутренней стены к наружной устанавливает железобетонный блок 3 с углублени ми i по торцам и выпусками 5. Блок 3 фиксируют в опалубке 1 с помощью щтырей (не показаны).The junction is as follows. On the slab of the underlying floor or foundation, install the formwork of the inner wall and at the same time formwork 2 of the outer wall. In the space between the boards of the formwork 1 in the area of the adjacent inner wall to the outer wall, a reinforced concrete block 3 is installed with recesses i along the ends and outlets 5. Block 3 is fixed in the formwork 1 with the help of shtyry (not shown).
5five
00
При строительстве в сложных инженерно-геологических услови х, например, в зонах высокой сейсмичности, по торцам железобетонного блока выполн ют дополнительные углублени 6 дл шпоночного соединени блока с монолитными стенами.During construction in complex engineering-geological conditions, for example, in areas of high seismicity, additional recesses 6 are made along the ends of the reinforced concrete block for the key connection of the block with monolithic walls.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU874216441A SU1458520A1 (en) | 1987-03-30 | 1987-03-30 | Vertical joint of inner and outer solid walls of building of unsimilar materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU874216441A SU1458520A1 (en) | 1987-03-30 | 1987-03-30 | Vertical joint of inner and outer solid walls of building of unsimilar materials |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU1458520A1 true SU1458520A1 (en) | 1989-02-15 |
Family
ID=21293288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU874216441A SU1458520A1 (en) | 1987-03-30 | 1987-03-30 | Vertical joint of inner and outer solid walls of building of unsimilar materials |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU1458520A1 (en) |
-
1987
- 1987-03-30 SU SU874216441A patent/SU1458520A1/en active
Non-Patent Citations (1)
| Title |
|---|
| Авторское свидетельство СССР № 1218017, кл. Е 04 В 1/38, 1986. Авторское свидетельство СССР № 638693, кл. Е 04 В 1/60, 1976. * |
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