SU94189A1 - Structures of a butt joint of reinforced concrete elements - Google Patents
Structures of a butt joint of reinforced concrete elementsInfo
- Publication number
- SU94189A1 SU94189A1 SU444813A SU444813A SU94189A1 SU 94189 A1 SU94189 A1 SU 94189A1 SU 444813 A SU444813 A SU 444813A SU 444813 A SU444813 A SU 444813A SU 94189 A1 SU94189 A1 SU 94189A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- reinforced concrete
- structures
- butt joint
- concrete elements
- elements
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
В сборных железобетонных конструкци х встречаетс необходимость в таких стыках, которые обеспечивали бы собираемой конструкции возможность воспринимать монтажную нагрузку (собственный вес, вес кранов и т. д.) без бетонировани этих стыков раствором или бетоном.In precast concrete structures, there is a need for such joints that would provide the assembled structure with the ability to absorb the installation load (dead weight, crane weight, etc.) without concreting these joints with mortar or concrete.
Известные конструкции так называемых металлических стыков требуют значительного расхода прокатного металла, постановки большого количества болтов или применени сварки в период сборки. Эти обсто тельства значительно усложн ют процесс сборки и увеличивают срок постройки сборных конструкций.Known designs of the so-called metal joints require a significant consumption of rolled metal, setting a large number of bolts or using welding during the assembly period. These circumstances significantly complicate the assembly process and increase the period of construction of prefabricated structures.
Предлагались конструкции соединений железобетонных элементов с применением поперечных стержней,The proposed construction of compounds of reinforced concrete elements using transverse rods,
вставленных в трубки, забетонированные в концевых част х соедин емых элементов и служаш,ие анкерами дл их арматуры. Такие соединени могут примен тьс в ограниченном числе частных, случаев железобетонных конструкций и не получили широкого распространег1и в строительной практике.inserted into tubes concreted in the end portions of the elements to be joined and served with anchors for their reinforcement. Such compounds can be used in a limited number of particular, cases of reinforced concrete structures and are not widely used in construction practice.
Недостатком стыкового соединени упом нутого типа вл етс то,, что при большой ширине соедин емых же.тезобетонных элементов и. при большом числе стержней арматуры возникают большие конструктивные затруднени в осуществлении анкеровки этих стержней на соединительных трубках.The disadvantage of the butt joint of the mentioned type is that, with a large width of the same reinforced concrete elements and. With a large number of reinforcement rods, great structural difficulties arise in the implementation of anchoring these rods on the connecting tubes.
Изобретение имеет целью исключить или уменьшить отмеченный недостаток соединени при помощи анкерных трубок и вставл емых в них поперечных стержней. Дл этого в конструкции соединени , согласно изобретению, предусмотрены забетонированные в соедин емых железобетонных элементах дополнительные поперечные стержни, на которых заанкерена часть стержней арматуры элементов и которые св заны с соединительными трубками при помощи отдельных арматурных петель или других св зей. Дополнительные поперечные стержни и арматурные петли служат дл передачи усилийThe invention aims to eliminate or reduce the marked lack of a connection using anchor tubes and transverse rods inserted into them. For this purpose, in the construction of the joint according to the invention, additional transverse rods concreted in the joining reinforced concrete elements are provided, on which a part of the reinforcement rods of the elements are anchored and which are connected to the connecting pipes by means of separate reinforcing loops or other connections. Additional transverse rods and reinforcement loops serve to transfer forces
№ 94189No. 94189
4 four
Фиг. 4FIG. four
Отв. редактор И. Д. ТихомировEd. editor I. D. Tikhomirov
Стандартгиз. Подп. к печ. 23/XI-1956 г. Объем 0,25 п. л. Тираж 1000. Цена 50 коп. Гор. Алатырь, типографи fe 2 Министерства культуры Чувашской АССР. Зак. 1392Standartgiz. Sub. to pec. 23 / XI-1956. Volume 0.25 p. L. Circulation 1000. Price 50 cop. Horus Alatyr, typography fe 2 of the Ministry of Culture of the Chuvash ASSR. Zak 1392
Фиг. 5FIG. five
3 3
№ 94189No. 94189
Фиг, 1Fig, 1
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU444813A SU94189A1 (en) | 1952-02-06 | 1952-02-06 | Structures of a butt joint of reinforced concrete elements |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU444813A SU94189A1 (en) | 1952-02-06 | 1952-02-06 | Structures of a butt joint of reinforced concrete elements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU94189A1 true SU94189A1 (en) | 1952-11-30 |
Family
ID=48369475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU444813A SU94189A1 (en) | 1952-02-06 | 1952-02-06 | Structures of a butt joint of reinforced concrete elements |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU94189A1 (en) |
-
1952
- 1952-02-06 SU SU444813A patent/SU94189A1/en active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109440623B (en) | Temporary splicing structure of precast bridge of concrete segment | |
| WO2023280260A1 (en) | Installation-type high-piled wharf structure and construction method | |
| CN108951847A (en) | A kind of Precast Concrete Frame system and its construction method based on UHPC | |
| CN110409900A (en) | Hybrid connection precast prestressed concrete circle warehouse structure | |
| CN208815676U (en) | Band steel pipe concrete column and section steel beam interior joint connection structure | |
| CN110725405A (en) | Steel pipe concrete column H-shaped steel beam rigid connection node structure with tie bars and construction method | |
| CN213773394U (en) | Novel assembled rectangular steel tube concrete truss support system | |
| SU94189A1 (en) | Structures of a butt joint of reinforced concrete elements | |
| CN108166629A (en) | A kind of detachable assembling type steel core concrete column-connected mode and its construction method | |
| CN209227834U (en) | A kind of assembly concrete-filled steel tube frame-shear-wall structure | |
| US3374592A (en) | Precast column with shear-head sections | |
| CN109339289A (en) | A kind of assembly concrete-filled steel tube frame-shear-wall structure and construction method | |
| CN108842927A (en) | Beam rigid connection node and construction method outside assembly concrete shear wall and face | |
| JPS6349776B2 (en) | ||
| CN209722687U (en) | A kind of cable-stayed bridge concrete pylon anchor structure | |
| CN209384085U (en) | A kind of precast segment assembly seam system based on early strong UHPC | |
| CN208533863U (en) | A kind of prefabricated girder of armored concrete | |
| CN208347064U (en) | The two-sided overlapping wall of prefabricated assembled concrete and prefabricated assembled concrete building | |
| CN207846214U (en) | Steel-concrete combined bridge with discontinuous perforated steel plate connection | |
| CN218779351U (en) | Steel-concrete composite structure prefabricated box culvert | |
| CN110206140A (en) | The overlapped joints of rectangular steel-tube concrete column and beams of concrete | |
| CN110158782A (en) | A kind of assembled steel tube bank concrete wall formula concrete frame joint type of attachment | |
| CN221546015U (en) | Column wall integrated precast concrete wallboard | |
| CN219974512U (en) | Rib plate type prefabricated tunnel main body structure and uplift pile connection structure | |
| CN109138225A (en) | A kind of assembled arthitecutral structure inlays intersection board connecting structure |