CN201125460Y - Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam - Google Patents
Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam Download PDFInfo
- Publication number
- CN201125460Y CN201125460Y CNU2007200158383U CN200720015838U CN201125460Y CN 201125460 Y CN201125460 Y CN 201125460Y CN U2007200158383 U CNU2007200158383 U CN U2007200158383U CN 200720015838 U CN200720015838 U CN 200720015838U CN 201125460 Y CN201125460 Y CN 201125460Y
- Authority
- CN
- China
- Prior art keywords
- reinforced concrete
- concrete beam
- channel
- suspension ring
- lifting rings
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a structure of arranging large-tonnage lifting rings on a reinforced concrete beam belonging to industrial or civic field of construction; the structure is following: pre-putting burying components at two sides of the reinforced concrete beam; connecting a section of channel steel on the burying component; the channel steel extents downwards to the beam bottom of the reinforced concrete beam; a horizontal I-steel is welded at bottom of the two channel steels. The utility model assures the reliable connection of the lifting rings and the reinforced concrete beam under the large load situation and solves the problem of no density of the concrete in the casting beam, loosing lifting rings causing dropping lifting rings and unwarrantable quality of the reinforced concrete placing caused by the dense distribution of the reinforcing steel bars in the reinforced concrete beam while setting a large number reinforcing steel bar lifting rings in order to stultify the production request. The structure has advantages of simple structure and direct and reliable force-delivery and convenient construction. The utility model can not only make sure the effective delivery of the hanging load, but also it will not destroy the stressing function of the reinforced concrete beam.
Description
Technical field
The utility model relates to a kind of structure that the large-tonnage suspension ring are set on reinforced concrete beam, it belongs to industry or civilian construction field.
Technical background
When the large-tonnage suspension ring are set on reinforced concrete beam, if with usual used reinforcing bar suspension ring, need the very big reinforcing bar suspension ring of number just can bear the load of production usefulness, it is overstocked that the interior rebar spacing of reinforced concrete beam is arranged, the inconvenience that causes constructing, pouring beam inner concrete leakiness, the easily loosening problem that causes it to come off and can't guarantee the reinforced concrete beam casting quality of suspension ring.In order to address the above problem, the height and the width of increasing reinforced concrete beam have simply increased reinforcing bar and concrete consumption on the contrary, have caused increasing of cost.
The utility model content
The utility model is exactly in order to solve the problems of the technologies described above, and provide a kind of structure that the large-tonnage suspension ring are set on reinforced concrete beam, it can guarantee that suspension ring are connected with the reliable of reinforced concrete beam, has solved prior art simultaneously again for satisfying the problem that needs are provided with the reinforcing bar suspension ring of One's name is legion of producing.
In order to solve the problems of the technologies described above, the utility model is achieved in that a kind of structure that the large-tonnage suspension ring are set on reinforced concrete beam, its structure is as follows: embedded part 2 is reserved in the both sides at reinforced concrete beam 1, on embedded part, respectively weld one section channel-section steel 3 again, and requiring channel-section steel 3 to stretch out at the bottom of the reinforced concrete beam beam downwards, two channel-section steels, 3 bottoms add weldering one horizontal i iron 4 in addition.
With i iron 4 joints stiffening rib steel plate 5 is set at described channel-section steel 3.
The bottom of described i iron 4 as far as possible close channel-section steels 3.
Described embedded part is straight reinforcing bar dowel or angle steel dowel 6 embedded parts.
Connect channel-section steel 3 with fillet weld on the described reservation embedded part.
Advantage of the present utility model and effect are as follows:
This practical employing is reserved embedded part in the both sides of reinforced concrete beam, embedded part adopts dowel or anchor slab embedded part, embedded part has guaranteed reliably to be connected with reinforced concrete beam at large-tonnage load action lower lift ring, respectively weld one section channel-section steel on the embedded part, and require channel-section steel to stretch out certain-length at the bottom of the reinforced concrete beam beam downwards, be connected with fillet weld between channel-section steel and the embedded part, make fillet weld come the large-tonnage load of resistant function on suspension ring, add weldering one horizontal i iron between two channel-section steels in addition, require the bottom of the as far as possible close channel-section steel of i iron, at channel-section steel and i iron joint stiffening rib steel plate is set, to form the sealing suspension ring.It can guarantee that suspension ring are connected with the reliable of reinforced concrete beam, solved again simultaneously to satisfying when producing needs the reinforcing bar suspension ring of One's name is legion being set, make the interior reinforcement placement spacing of reinforced concrete beam overstocked, cause pouring beam inner concrete leakiness, the easily loosening problem that causes it to come off and can't guarantee the reinforced concrete beam casting quality of suspension ring.It has simple structure, and power transmission is directly reliable, the characteristics of easy construction, economical rationality.The utility model can guarantee to hang effective transmission of load, can not destroy the stress performance of reinforced concrete beam again.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present utility model.
Fig. 2 is a side-looking structural representation of the present utility model.
Among the figure, 1, reinforced concrete beam; 2, reserve embedded part; 3, channel-section steel; 4, horizontal i iron; 5, stiffening rib steel plate; 6, straight reinforcing bar dowel or angle steel dowel.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further details, but protection domain of the present utility model is not limit by embodiment.
As depicted in figs. 1 and 2, the utility model is constructed as follows: embedded part 2 is reserved in the both sides at reinforced concrete beam 1, embedded part 2 adopts straight reinforcing bar dowel or angle steel dowel 6, embedded part has guaranteed reliably to be connected with reinforced concrete beam at large-tonnage load action lower lift ring, respectively weld one section channel-section steel 3 on the embedded part, and require channel-section steel to stretch out at the bottom of the reinforced concrete beam beam downwards, be connected with fillet weld between channel-section steel and the embedded part, make fillet weld come the large-tonnage load of resistant function on suspension ring, add weldering one horizontal i iron 4 between two channel-section steels in addition, require i iron as far as possible near the bottom of channel-section steel, stiffening rib steel plate 5 is set, to form the sealing suspension ring at channel-section steel and i iron joint.
Claims (5)
1, a kind of structure that the large-tonnage suspension ring are set on reinforced concrete beam, it is characterized in that structure is as follows: embedded part (2) is reserved in the both sides at reinforced concrete beam (1), on embedded part (2), respectively connect one section channel-section steel (3), channel-section steel (3) stretches out downwards at the bottom of the reinforced concrete beam beam, and two channel-section steels (3) bottom adds weldering one horizontal i iron (4) in addition.
2, the structure that the large-tonnage suspension ring are set on reinforced concrete beam according to claim 1 is characterized in that at described channel-section steel (3) and i iron (4) joint stiffening rib steel plate (5) being set.
3, the structure that the large-tonnage suspension ring are set on reinforced concrete beam according to claim 1 and 2 is characterized in that described i iron (4) is as far as possible near the bottom of channel-section steel (3).
4, the structure that the large-tonnage suspension ring are set on reinforced concrete beam according to claim 1 is characterized in that described embedded part (2) is straight reinforcing bar dowel or angle steel dowel (6) embedded part.
5, the structure that the large-tonnage suspension ring are set on reinforced concrete beam according to claim 1 is characterized in that described embedded part (2) upward connects channel-section steel (3) with fillet weld.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200158383U CN201125460Y (en) | 2007-11-13 | 2007-11-13 | Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200158383U CN201125460Y (en) | 2007-11-13 | 2007-11-13 | Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201125460Y true CN201125460Y (en) | 2008-10-01 |
Family
ID=39998878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200158383U Expired - Lifetime CN201125460Y (en) | 2007-11-13 | 2007-11-13 | Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201125460Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101565970B (en) * | 2009-05-26 | 2010-12-01 | 华南理工大学 | Device for preventing high temperature caused by welding metal embedded part from burning out concrete base layer and method thereof |
| CN102388194A (en) * | 2009-03-26 | 2012-03-21 | 普费法控股股份有限公司 | Load receiving means |
| WO2013040950A1 (en) * | 2011-09-22 | 2013-03-28 | 江苏省交通科学研究院股份有限公司 | Shear connector for corrugated sheet steel and concrete |
| CN104806058A (en) * | 2015-04-08 | 2015-07-29 | 山东齐星铁塔科技股份有限公司 | Double-layer stereo garage used for underground parking garage |
-
2007
- 2007-11-13 CN CNU2007200158383U patent/CN201125460Y/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102388194A (en) * | 2009-03-26 | 2012-03-21 | 普费法控股股份有限公司 | Load receiving means |
| CN102388194B (en) * | 2009-03-26 | 2014-12-31 | 普费法控股股份有限公司 | Load receiving means |
| CN101565970B (en) * | 2009-05-26 | 2010-12-01 | 华南理工大学 | Device for preventing high temperature caused by welding metal embedded part from burning out concrete base layer and method thereof |
| WO2013040950A1 (en) * | 2011-09-22 | 2013-03-28 | 江苏省交通科学研究院股份有限公司 | Shear connector for corrugated sheet steel and concrete |
| US9447553B2 (en) | 2011-09-22 | 2016-09-20 | Jiangsu Transportation Research Institute Co., Ltd. | Shear connector for corrugated sheet steel and concrete |
| CN104806058A (en) * | 2015-04-08 | 2015-07-29 | 山东齐星铁塔科技股份有限公司 | Double-layer stereo garage used for underground parking garage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060738B (en) | Reserved cast-in-place band assembled integral concrete floor | |
| CN201437639U (en) | Integral type deformation joint steel moulding plate | |
| CN201125460Y (en) | Structure for arranging large capacity tonnage hoisting ring on reinforced concrete beam | |
| CN106869330A (en) | A kind of assembled ring muscle is fastened and is anchored concrete shear force wall bilateral floor connection structure | |
| CN205276572U (en) | Novel double -deck prefabricated wall structure based on filling construction | |
| CN201671328U (en) | Top plate post-cast strip outer reinforcing support member | |
| CN203238621U (en) | Grouting pile provided with double layers of tensile bars | |
| CN204850189U (en) | Composite beam structure | |
| CN204959933U (en) | Upper and lower diplopore concrete circulating pipe ditch template | |
| CN201614601U (en) | Well lid structure | |
| CN203334182U (en) | Structure used for connecting railway concrete retaining wall with steel bridge panel | |
| CN206737440U (en) | A kind of crossbeam assembling reinforcement structure | |
| CN205421710U (en) | Permanent beam mold board, concrete structure component are connected to arrangement of reinforcement formula buckle | |
| CN201103246Y (en) | Node structure for connecting steel silo wall and concrete barrel wall | |
| CN211850258U (en) | Steel construction prefabricated assembly formula floor | |
| CN204781357U (en) | Steel core concrete column and outsourcing U -shaped steel -concrete composite beam connected node | |
| CN202299061U (en) | Reinforced concrete honeycomb core | |
| CN202809940U (en) | Large-scale prefabricated part core model | |
| CN208501950U (en) | A kind of standard buckling restrained brace node embedded part | |
| CN201212146Y (en) | Reinforcement reinforced bar caging of ultralong and overweight concrete filling pile | |
| CN204001331U (en) | Reserved cast-in-place band assembled integral concrete floor | |
| CN205224267U (en) | Cast -in -place mould shell ribbed floor combines steel core concrete column system | |
| CN204418420U (en) | The steel plate shear force wall of improvement | |
| CN215977986U (en) | Floor precast slab, prefabricated floor's mosaic structure and mounting structure | |
| CN218622304U (en) | Land wind self-response fan foundation device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHENYANG ALUMINUM + MAGNESIUM ENGINEERING + RESEAR Free format text: FORMER NAME: SHENYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 110001 Heping Street, Heping District, Liaoning, Shenyang, No. 184 Patentee after: Shenyang Aluminum & Magnesium Engineering & Research Institute Co., Ltd. Address before: 110001 Heping Street, Heping District, Liaoning, Shenyang, No. 184 Patentee before: Shenyang Aluminium and Magnesium Design Institute |
|
| CX01 | Expiry of patent term |
Granted publication date: 20081001 |