CN201459913U - Joint of composite steel concrete transition box beam wrapping composite steel concrete transition column - Google Patents
Joint of composite steel concrete transition box beam wrapping composite steel concrete transition column Download PDFInfo
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- CN201459913U CN201459913U CN2009200626768U CN200920062676U CN201459913U CN 201459913 U CN201459913 U CN 201459913U CN 2009200626768 U CN2009200626768 U CN 2009200626768U CN 200920062676 U CN200920062676 U CN 200920062676U CN 201459913 U CN201459913 U CN 201459913U
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Abstract
The utility model discloses a joint of a composite steel concrete transition box beam wrapping a composite steel concrete transition column, which comprises a composite steel concrete transition beam and a composite steel concrete transition column. A steel frame of the transition column adopts cross-shaped steel; the transition beam adopts a composite steel concrete transition box beam; the steel frame of the transition beam is formed by two I-shaped steels arranged side by side; a connection plate is arranged at the lower flange of each I-shaped steel, and a cover plate is arranged at the upper flange thereof; a vertical cross-shaped reinforcing plate is arranged at the upper end part of a web plate of the cross-shaped steel of the transition column and at the joint of the steel frames of the transition box beam and the transition column, and the upper end of the reinforcing plate extends to the cover plate; a vertical stiffening plate is arranged at the upper end part of the flange of the cross-shaped steel; the side edge of the reinforcing plate is connected with the stiffening plate; and two ends of the stiffening plate are respectively connected with web plates of the I-shaped steels. By adopting the joint, the connection firmness of the transition beam and the transition column is improved, the bending resistance, shearing resistance and rigidity of the joint can be improved simultaneously, the bearing capacity of the joint of the transition beam and the transition column is enhanced, and the section depth of the transition beam is decreased, so that better architecture effects can be achieved, and larger space can be saved.
Description
Technical field
The utility model relates to building engineering field, particularly relates to the connected node of a kind of steel reinforced concrete conversion beam and transition mast.
Background technology
Bottom at high building structure, when upper floor part vertical member can not directly connect when landing continuously, structural transition layer should be set, need in structural transition layer to arrange that transformational structure member, transformational structure member are exactly to finish upper floor to change and the structural element of setting to the bottom floor structure arrangement to bottom floor structure formal transformation or upper floor.The floor at transformational structure member place is called conversion layer, and the conversion layer support the huge vertical load of top-out, is in all bottoms of very complicated highrise building of internal force state and fringe conditions again, is the key position of total therefore.
Strengthening concrete beam, post are meant the rolling or welding shaped steel of configuration in concrete, and for confined concrete and the requirement of satisfied structure, the combined member of a small amount of reinforcing bar of configuration and stirrup in concrete.In this stiffness member, by institute's configuration reinforcement around the shaped steel to concrete effect of contraction and shaped steel and concrete mechanical snap effect, inner shaped steel and external wrapping concrete are done as a whole stressed jointly, thereby have the advantage of ordinary concrete member and ordinary steel member concurrently.
Present highrise building mostly is the multifunction structure of low layer commercialization, top lodging, between the little space of the commercial large space that requires of low layer and many walls multicolumn of top board and lodging requirement, often need to adopt the certain structure form to carry out conversion process, this form of structure is conversion layer, translation building block in the conversion layer usually bears the huge vertical load on its top, make that the internal force of transformational structure member is very big, vertical load becomes the principal element of control transformational structure design probably; The span of translation building block is also bigger usually, so vertical deflection also becomes translation building block when design and need the key element of strict control, can not method routinely come conversion layer is analyzed and designed usually.And the stiffness of reinforcing bar can increase substantially bearing of component in the strengthening concrete combining structure, concrete can remedy the deficiency of concrete steel rigidity again, played complementary effect each other, so the strengthening concrete combining structure can apply in the conversion layer well.
The strengthening concrete combined member is compared with steel structure member with common concrete component, has following significant advantage:
(1) supporting capacity improves, the restriction of maximum reinforcement ratio is arranged in reinforced concrete member, supporting capacity is difficult to satisfy the requirement of high building structure sometimes, and the strengthening concrete combined member does not have the restriction of maximum reinforcement ratio, supporting capacity is higher than the reinforced concrete member of same cross-sectional size, under same bearer ability prerequisite, the sectional dimension of strengthening concrete combined member can reduce significantly;
(2) anti-seismic performance improves, the strengthening concrete combined member mainly relies on the web of the shaped steel that disposes to bear shearing, its shear resistant capacity is improved largely than reinforced concrete member, and the brittle behavior when having improved common concrete component and steel structure member shear destruction can make member have good ductility and energy dissipation capacity;
(3) fire-resistant and endurance quality strengthens, compare with steel work, the strengthening concrete combined member is to wrap concrete outside shaped steel, on the one hand, utilize concrete fire insulation performance preferably, avoided steel work directly being subjected to urgent acute the intensification, the defective that its intensity descends, distortion increases occurs, and therefore can not influence structural strength or whole stability; The concrete of outsourcing can cut off contacting directly of inner shaped steel and air, and the oxidation corrosion speed of shaped steel is slowed down greatly, can remain the required strength and stiffness of structural safety;
(4) the Stability Analysis of Structures performance strengthens, because the external wrapping concrete of strengthening concrete combined member can effectively prevent the local yielding of inner shaped steel, and can significantly improve the integral rigidity of shaped steel, therefore the intensity of steel is not fully exerted, compare with the ordinary steel structure, the strengthening concrete combined member does not need to be provided with the stable vertical, horizontal stiffening rib of assurance component partial basically, has significantly reduced the consumption of steel.
In construction work, post and beam all are the backbones of structure, enjoy the member of attention when being design, yet, the be connected importance of node and not second to member designs of beam and column even beam and column all can meet design requirement under the least favorable condition, guarantees safe handling and is not damaged, but, if design of node is improper, when the destruction situation took place, every performance of beam, post member was strong again, total is also with destroyed, even collapse, so that cause danger, cause serious accident, therefore, the design of post beam connecting node is extremely important.
But also there are following defective in the transformational structure member in the domestic existing conversion layer of China and the syndeton of member:
(1) regulation in the engineering construction industry standard of China " highrise building concrete structure tecnical regulations " (hereinafter to be referred as " tecnical regulations "), the high building structure that has conversion layer, when carrying out seismic design, frame strutbeam depth of section wherein should be less than 1/6 of frame strutbeam effective span, when the span of frame strutbeam is very big, it is very big according to structure requirement meeting that frame props up beam section, therefore, steel have not only been increased greatly, the consumption of constructional materialss such as concrete, also caused the high of construction cost, simultaneously, the aesthetic property of the frame strutbeam that beam section is bigger is also relatively poor, so that can't obtain good architectural effect;
(2) also stipulate in " tecnical regulations ", frame strutbeam breadth of section in the conversion layer should not be greater than the breadth of section of frame-supporting column respective direction, so be generally the section form of post Bao Liang, but, sometimes the cross section minor face perpendicular bisector of the post more than the conversion layer is closely vertical with the center line of conversion beam, needs because of architectural effect, envelope upper strata post is wanted in the conversion beam cross section, thereby make that the conversion beam breadth of section is bigger, and envelope conversion beam cross section is wanted in the cross section of transition mast, therefore cause the cross section of transition mast excessive, occupied sizable space when influencing aesthetic property, also caused the increase of construction cost.
The utility model content
The purpose of this utility model provides a kind of connected node of strengthening concrete cross box beam bag strengthening concrete transition mast, to improve the degree of being connected firmly of conversion beam and transition mast, improve bending resistance, shear resistance and the rigidity of node simultaneously, strengthen the bearing capacity of conversion beam and transition mast node, and reduce the depth of section of conversion beam, can realize architectural effect preferably, and save more space.
The utility model can be realized by following measure, a kind of connected node of strengthening concrete cross box beam bag strengthening concrete transition mast, comprise strengthening concrete conversion beam and strengthening concrete transition mast, strengthening concrete conversion beam and strengthening concrete transition mast are respectively by concrete, reinforcing bar and reinforcing bar are formed, described reinforcing bar comprises vertical muscle and stirrup, described vertical muscle vertically is provided with along reinforcing bar is peripheral, described stirrup lock ring is indulged muscle, described reinforcing bar and steel bar overall are as framework, concreting is in this framework, the reinforcing bar of described strengthening concrete transition mast is a cross-shaped steel, it is characterized in that described strengthening concrete conversion beam is a strengthening concrete cross box beam, its reinforcing bar is made up of the i shaped steel that two rows arranged side by side put, and the place, bottom flange of two i shaped steels is provided with junction plate, and the place, top flange then is provided with cover plate; Reinforcing bar junction at strengthening concrete cross box beam and strengthening concrete transition mast, the upper end that the web upper end of the cross-shaped steel of strengthening concrete transition mast is provided with vertical cross stiffener and stiffener extends to the cover plate place, the upper end, the edge of a wing of cross-shaped steel is provided with vertical stiffener, the side of described stiffener is connected with stiffener, and the two ends of described stiffener are connected with the web of the i shaped steel of strengthening concrete cross box beam respectively.
The strengthening concrete conversion beam that the utility model adopts is a strengthening concrete cross box beam, mainly is made up of two i shaped steels, and the bending resistance of this case beam, side draw resistance significantly to meet the mechanical characteristic of big moldeed depth flexural member; Secondly, adopt the connected node form of strengthening concrete cross box beam bag strengthening concrete transition mast, can make the beam section of cross box beam littler, not only can satisfy the requirement that building is attractive in appearance, save the space, and the saving constructional materials, compare with the connected node of existing post Bao Liang, more can satisfy economical and practical needs, the degree of being connected firmly of connected node of the present utility model increases greatly, and shock resistance strengthens.
As a kind of improvement of the present utility model, the bottom flange width of described two i shaped steels is greater than the intermarginal distance of relative both wings of cross-shaped steel, support at the edge of a wing of described cross-shaped steel arranged outside haunch, the cross section that described haunch supports is a right-angled triangle, one right angle face is close to the outside, the edge of a wing of cross-shaped steel, and another right angle face is close to the bottom flange of i shaped steel and the outer edge of this right angle face flushes with the sideline, bottom flange of i shaped steel.
It is corresponding with the edge of a wing connection of the reinforcing bar of transition mast that haunch of the present utility model supports the web that can guarantee strengthening concrete cross box joist steel bone, thereby realize the direct effect of power transmission, makes the bearing capacity of node strengthen greatly.
As a kind of embodiment of the present utility model, on described strengthening concrete transition mast and apart from capital, double and be provided with the shearing resistance pin in the column section diameter range, the shearing resistance pin laterally is located between the reinforcing bar of indulging muscle and cross-shaped steel in the post, and described shearing resistance pin uniformly-spaced evenly distributes along the length direction of post.Shearing resistance pin of the present utility model has strengthened the shear behavior of composite steel concrete column, thereby has avoided the phenomenon of the fail in shear composite steel concrete column that produces because of superstructure to occur.
The utility model can also be done following improvement, and described cover plate is provided with axisymmetricly with the center line of strengthening concrete transition mast, and the length of cover plate is 3 times of beam section width to strengthening concrete cross box beam.
As further improvement of the utility model, above described cover plate, be provided with the shearing resistance pin, the shearing resistance pin vertically is located at and is indulged in the beam between muscle and the cover plate, and the shearing resistance pin distributes along the length direction of strengthening concrete cross box beam.Shearing resistance pin of the present utility model can strengthen the shear behavior of strengthening concrete cross box beam.
As a kind of embodiment of the present utility model, described shearing resistance pin distributes axisymmetricly with the center line of strengthening concrete transition mast, and the distribution length of shearing resistance pin is 3 times of beam section width to strengthening concrete cross box beam.
As embodiment of the present utility model, described junction plate is provided with in the omnidistance length range of i shaped steel bottom flange.
As a kind of embodiment of the present utility model, the web spacing of described two i shaped steels is greater than the intermarginal distance of relative both wings of cross-shaped steel, in the strengthening concrete cross box beam at post girder connection place, be provided with the variable cross-section junction plate, described variable cross-section junction plate is connected with the web of the i shaped steel of variable cross-section front and back, last bottom flange, and the web of the i shaped steel behind the variable cross-section is corresponding up and down with the edge of a wing of cross-shaped steel.In strengthening concrete cross box beam other needs the variable cross-section place also to be provided with the cross section junction plate, and this variable cross-section junction plate can be resisted the stress that variable cross-section produces.
As improvement of the present utility model, have at its length direction of strengthening concrete cross box beam upper edge and to build seam, the described seam of building is located between the top flange of two i shaped steels, and this is built seam and is positioned at outside the scope of laying cover plate.The seam of building of the present utility model is for the feasibility of constructing is provided with, and is convenient from building seam concreting in framework.
Compared with prior art, the utlity model has following significant effect:
(1) the utility model adopts strengthening concrete cross box beam, reinforcing bar is two and arranges the i shaped steel of putting side by side, and on the bottom flange cover plate and junction plate being set respectively thereon, the bending resistance of this case beam and side tensile property are remarkable, meet big moldeed depth flexural member mechanical characteristic;
(2) carry out the part cutting at the zero stress place of strengthening concrete cross box beam upper end, to make things convenient for concreting, it is more simple and easy to construct;
(3) the utility model connected node can improve the degree of being connected firmly of post beam, improves bending resistance, shear resistance and the rigidity of node simultaneously, has strengthened the bearing capacity of conversion beam and transition mast node;
(4) the utility model connected node can make the cross section of conversion beam reduce, and reduces the depth of section of conversion beam simultaneously, can not only satisfy the requirement that building is attractive in appearance, save the space, and save constructional materials, and is more economical and practical;
(5) switching performance of the utility model connected node is stronger, under the destructive power effect of earthquake, still can reach safety requirements;
(6) in the conversion layer of the utility model connected node applicable to various spans, more can highlight its advantage when being particularly useful in the bigger conversion layer of span.
Description of drawings
Below in conjunction with the drawings and specific embodiments utility model is described in further detail.
Fig. 1 is the vertical profile schematic diagram of the utility model connected node;
Fig. 2 is the sectional view along I-I line among Fig. 1;
Fig. 3 is the sectional view along II-II line among Fig. 1;
Fig. 4 is the sectional view along III-III line among Fig. 1;
Fig. 5 is the sectional view along IV-IV line among Fig. 1.
The specific embodiment
Shown in Fig. 1～5, the connected node of a kind of strengthening concrete cross box of the utility model beam bag strengthening concrete transition mast, comprise strengthening concrete cross box beam 17 and strengthening concrete transition mast 18, strengthening concrete transition mast 18 is made up of concrete eight, reinforcing bar 1 and reinforcing bar, reinforcing bar comprises vertical muscle 6 and stirrup 9, the reinforcing bar 1 of strengthening concrete transition mast 18 is a cross-shaped steel, vertical muscle 6 vertically is provided with along the reinforcing bar peripheral circumferential, stirrup 9 lock rings are indulged muscle 6 and are provided with along the cylinder length direction, reinforcing bar 1 and steel bar overall are as framework, and concrete eight is built in this framework.
In the present embodiment, strengthening concrete cross box beam 17 is cross cross coupling, strengthening concrete cross box beam 17 is by concrete eight, reinforcing bar 2 and reinforcing bar are formed, reinforcing bar comprises vertical muscle 7 and stirrup 10, the reinforcing bar 2 of strengthening concrete cross box beam 17 is arranged the i shaped steel of putting side by side by two and is formed, vertical muscle 7 vertically is provided with along reinforcing bar 2 peripheral circumferential, the vertical muscle 7 of stirrup 10 lock rings and along the length direction setting of beam body, wherein, the 2b place, bottom flange of this i shaped steel is provided with junction plate 12, junction plate 12 is provided with in the omnidistance length range of i shaped steel bottom flange 2b, the 2c place, top flange of i shaped steel is provided with cover plate 11, cover plate 11 is provided with axisymmetricly with the center line of strengthening concrete transition mast 18, the length of cover plate 11 is 3 times of beam section width to strengthening concrete cross box beam 17, above cover plate 11, also be provided with shearing resistance pin 5b, shearing resistance pin 5b vertically is located at and indulges between muscle 7 and the cover plate 11 in the beam, shearing resistance pin 5b distributes along the length direction of strengthening concrete cross box beam 17, shearing resistance pin 5b distributes axisymmetricly with the center line of strengthening concrete transition mast 18, and the distribution length of shearing resistance pin 5b also is 3 times of beam section width to strengthening concrete cross box beam 17.
The upper end that the web 1a upper end of cross-shaped steel is provided with vertical cross stiffener 4 and stiffener 4 extends to cover plate 11, upper end at the edge of a wing of cross-shaped steel 1b is provided with vertical stiffener 14, the side of stiffener 4 is connected with stiffener 14, and the two ends of stiffener 14 are connected with the web 2a of i shaped steel respectively.
On strengthening concrete transition mast 18 and apart from capital, double and be provided with shearing resistance pin 5a in the column section diameter range, shearing resistance pin 5a laterally is located between the reinforcing bar of indulging muscle 6 and cross-shaped steel in the post, shearing resistance pin 5a uniformly-spaced evenly distributes along the length direction of post, shearing resistance pin 5a strengthens the shear behavior of strengthening concrete transition mast 18, can prevent the fail in shear composite steel concrete column 18 of superstructure.
The bottom flange 2b width of two i shaped steels of strengthening concrete cross box beam 17 is greater than the spacing of relative two edge of a wing 1b of cross-shaped steel, it is corresponding for web 1a is connected with edge of a wing 1b, realize the direct effect of power transmission, support 13 at the edge of a wing of cross-shaped steel 1b arranged outside haunch, in the present embodiment, the cross section of haunch support 13 is an equilateral triangle, one right angle face is close to the edge of a wing 1b outside of cross-shaped steel, and another right angle face is close to the bottom flange 2b of i shaped steel and the outer edge of this right angle face flushes with the 2b sideline, bottom flange of i shaped steel.
Because the web 2a spacing of two i shaped steels of strengthening concrete cross box beam 17 is greater than relative two edge of a wing 1b spacings of strengthening concrete transition mast 18, in the strengthening concrete cross box beam 17 at post girder connection place, be provided with variable cross-section junction plate 15, so that beam section is adjusted, this variable cross-section junction plate 15 is connected with the web 2a of the i shaped steel of variable cross-section front and back, last bottom flange 2c, 2b, and the web 2a of the i shaped steel behind the variable cross-section is corresponding up and down with the edge of a wing 1b of cross-shaped steel; In strengthening concrete cross box beam 17 other needs the variable cross-section place also to be provided with cross section junction plate 15, and this variable cross-section junction plate 15 can be resisted the stress that variable cross-section produces.
Its length direction of strengthening concrete cross box beam 17 upper edges have build the seam 16, building seam 16 is located between the top flange 2c of two i shaped steels, and this is built seam 16 and is positioned at outside the scope of laying cover plate 11, building seam 16 is to be provided with for the feasibility of constructing, convenient from building seam 16 concreting 8 in framework, during construction, carry out the part cutting at the zero stress place of strengthening concrete cross box beam 17 upper ends, to make things convenient for concreting.
As other embodiment, it is in the structure of yi word pattern that the utility model connected node also goes for strengthening concrete cross box beam, and promptly this case beam is the conversion beam that sets up the space avris; In addition, according to actual requirement, the cross section of haunch support 13 also can adopt the shape of other right-angled triangle.
Embodiment of the present utility model is not limited thereto; according to foregoing of the present utility model; ordinary skill knowledge and customary means according to this area; do not breaking away under the above-mentioned fundamental technics thought of the utility model prerequisite; the utility model can also be made modification, replacement or the change of other various ways, all drops within the utility model protection domain.
Claims (10)
1. the connected node of a strengthening concrete cross box beam bag strengthening concrete transition mast, comprise strengthening concrete conversion beam (17) and strengthening concrete transition mast (18), strengthening concrete conversion beam (17) and strengthening concrete transition mast (18) are respectively by concrete (8), reinforcing bar and reinforcing bar are formed, described reinforcing bar comprises vertical muscle and stirrup, described vertical muscle vertically is provided with along reinforcing bar is peripheral, described stirrup lock ring is indulged muscle, described reinforcing bar and steel bar overall are as framework, concrete (8) is built in this framework, the reinforcing bar (1) of described strengthening concrete transition mast (18) is a cross-shaped steel, it is characterized in that: described strengthening concrete conversion beam (17) is a strengthening concrete cross box beam, its reinforcing bar (2) is arranged the i shaped steel of putting side by side by two and is formed, junction plate (12) is located to be provided with in the bottom flange of two i shaped steels (2b), and top flange (2c) locates then to be provided with cover plate (11); Reinforcing bar junction at strengthening concrete cross box beam (17) and strengthening concrete transition mast (18), the upper end that web (1a) upper end of the cross-shaped steel of strengthening concrete transition mast (18) is provided with vertical cross stiffener (4) and stiffener (4) extends to cover plate (11) and locates, upper end, the edge of a wing of cross-shaped steel (1b) is provided with vertical stiffener (14), the side of described stiffener (4) is connected with stiffener (14), and the two ends of described stiffener (14) are connected with the web (2a) of the i shaped steel of strengthening concrete cross box beam (17) respectively.
2. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 1, it is characterized in that: the bottom flange of described two i shaped steels (2b) width is greater than relative two edges of a wing (1b) spacing of cross-shaped steel, support (13) at the edge of a wing of described cross-shaped steel (1b) arranged outside haunch, the cross section that described haunch supports (13) is a right-angled triangle, one right angle face is close to the outside, the edge of a wing (1b) of cross-shaped steel, and another right angle face is close to the bottom flange (2b) of i shaped steel and the outer edge of this right angle face flushes with the sideline, bottom flange (2b) of i shaped steel.
3. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 2, it is characterized in that: double on described strengthening concrete transition mast (18) and apart from capital and be provided with shearing resistance pin (5a) in the column section diameter range, shearing resistance pin (5a) laterally is located between the reinforcing bar of indulging muscle (6) and cross-shaped steel in the post.
4. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 3 is characterized in that: described shearing resistance pin (5a) uniformly-spaced evenly distributes along the length direction of post.
5. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 1, it is characterized in that: described cover plate (11) is provided with axisymmetricly with the center line of strengthening concrete transition mast (18), and the length of cover plate (11) is 3 times of beam section width to strengthening concrete cross box beam (17).
6. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 5, it is characterized in that: be provided with shearing resistance pin (5b) in the top of described cover plate (11), shearing resistance pin (5b) vertically is located at and is indulged in the beam between muscle (7) and the cover plate (11), and shearing resistance pin (5b) distributes along the length direction of strengthening concrete cross box beam (17).
7. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 6, it is characterized in that: described shearing resistance pin (5b) distributes axisymmetricly with the center line of strengthening concrete transition mast (18), and the distribution length of shearing resistance pin (5b) is 3 times of beam section width to strengthening concrete cross box beam (17).
8. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 1, it is characterized in that: described junction plate (12) is provided with in the omnidistance length range of i shaped steel bottom flange (2b).
9. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 1, it is characterized in that: the web of described two i shaped steels (2a) spacing is greater than relative two edges of a wing (1b) spacing of cross-shaped steel, in the strengthening concrete cross box beam (17) at post girder connection place, be provided with variable cross-section junction plate (15), described variable cross-section junction plate (15) is connected with the web (2a) of the i shaped steel of variable cross-section front and back, last bottom flange (2c, 2b), and the web of the i shaped steel behind the variable cross-section (2a) is corresponding up and down with the edge of a wing (1b) of cross-shaped steel.
10. the connected node of strengthening concrete cross box beam bag strengthening concrete transition mast according to claim 9, it is characterized in that: have at its length direction of strengthening concrete cross box beam (17) upper edge and build seam (16), the described seam (16) of building is located between the top flange (2c) of two i shaped steels, and this is built seam (16) and is positioned at outside the scope of laying cover plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200626768U CN201459913U (en) | 2009-08-20 | 2009-08-20 | Joint of composite steel concrete transition box beam wrapping composite steel concrete transition column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200626768U CN201459913U (en) | 2009-08-20 | 2009-08-20 | Joint of composite steel concrete transition box beam wrapping composite steel concrete transition column |
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| CN201459913U true CN201459913U (en) | 2010-05-12 |
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| CN2009200626768U Expired - Lifetime CN201459913U (en) | 2009-08-20 | 2009-08-20 | Joint of composite steel concrete transition box beam wrapping composite steel concrete transition column |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936953A (en) * | 2012-11-23 | 2013-02-20 | 中国建筑第八工程局有限公司 | Construction method of bridging-arm stiffened steel structure template |
| CN106381955A (en) * | 2016-11-10 | 2017-02-08 | 上海核工程研究设计院 | Combined sectional steel concrete beam |
| CN108166471A (en) * | 2017-12-28 | 2018-06-15 | 中建六局土木工程有限公司 | A kind of complicated geological converts beam construction method |
-
2009
- 2009-08-20 CN CN2009200626768U patent/CN201459913U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102936953A (en) * | 2012-11-23 | 2013-02-20 | 中国建筑第八工程局有限公司 | Construction method of bridging-arm stiffened steel structure template |
| CN102936953B (en) * | 2012-11-23 | 2015-03-18 | 中国建筑第八工程局有限公司 | Construction method of a bridging-arm stiffened steel structure template |
| CN106381955A (en) * | 2016-11-10 | 2017-02-08 | 上海核工程研究设计院 | Combined sectional steel concrete beam |
| CN108166471A (en) * | 2017-12-28 | 2018-06-15 | 中建六局土木工程有限公司 | A kind of complicated geological converts beam construction method |
| CN108166471B (en) * | 2017-12-28 | 2019-12-27 | 中建六局土木工程有限公司 | Construction method of complicated geological transfer beam |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100512 Effective date of abandoning: 20090820 |