CN203113217U - Steel box component and steel box-concrete combined U-shaped beam consisting of same - Google Patents
Steel box component and steel box-concrete combined U-shaped beam consisting of same Download PDFInfo
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- CN203113217U CN203113217U CN 201220632168 CN201220632168U CN203113217U CN 203113217 U CN203113217 U CN 203113217U CN 201220632168 CN201220632168 CN 201220632168 CN 201220632168 U CN201220632168 U CN 201220632168U CN 203113217 U CN203113217 U CN 203113217U
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Abstract
The utility model discloses a steel box component, which mainly comprises a U-shaped steel part, n-shaped steel parts and a steel tube arranged at the midspan position of the U-shaped steel part, wherein the n-shaped steel parts are arranged in U-shaped spaces at the two ends of the U-shaped steel part; the length directions of the n-shaped steel parts are consistent with the longitudinal direction of the U-shaped steel part; the lower ends of inner side plates of the n-shaped steel parts are fixedly arranged on a bottom plate of the U-shaped steel part, and the inner side plates of the n-shaped steel parts and the bottom plate of the U-shaped steel part enclose hollow pouring chambers with inner and outer ports; pouring holes are reserved in top plates of the n-shaped steel parts; the inner ports of the pouring chambers are provided with vertical sealing plates; the steel tube is suspended, and orifices in the two ends of the steel tube are connected to the sealing plates respectively, and are sealed by the sealing plates; and gaps are formed between the U-shaped steel part and the steel tube and between the n-shaped steel parts and the steel tube. The utility model also discloses a steel box-concrete combined U-shaped beam consisting of the steel box component. According to the steel box component and the steel box-concrete combined U-shaped beam consisting of the same, the construction cost is saved, a construction period is shortened, the bearing capacity is improved, the resistance to bending at a beam support is improved, a reinforcement arrangement area at the support is reduced, and the dead weight at the support is reduced by about 25 percent.
Description
Technical field
The utility model relates to the girder construction in the building field, particularly relate to a kind of steel box assembly, also relate to steel case-concrete of being formed by this steel box assembly and make up U-shaped beam, can be used as and be applied to that bearing capacity is big in bridge, industrial construction, the civilian construction structure, span is big, the restricted beam of section area.
Background technology
Steel framed concrete beam comprises shaped steel-concrete beam, steel case-concrete beam etc., wherein, shaped steel-concrete beam refers to dispose in the concrete structure of rolled section steel or welding shaped steel and reinforcing bar, as shown in Figure 1, steel case-concrete beam 30 refers to: be welded into the beam that cross section is square or rectangle with steel plate, concrete perfusion and configuration reinforcement in the confined space of beam when steel case-concrete beam 30 is used as floor beam, directly are fixed on the lower face of floor 40.Steel framed concrete beam has the characteristic of steel work and reinforced concrete structure concurrently, can bring into play the high and high advantage of concrete crushing strength of steel tensile strength simultaneously, at present, steel framed concrete beam has been widely used in the industrial construction field as the conversion beam of heavy load beam, crane girder, highrise building, big load beam.
But also there are following defective in existing shaped steel-concrete beam, steel case-concrete beam:
⑴ compare with reinforced concrete beam, and the steel using amount of existing shaped steel-concrete beam is more, and not only from great, and the amount of expending of steel is more.
⑵ existing steel case-concrete beam is when construction, need be to fluid concrete in the airtight rectangle steel case cross section, it is big to build difficulty, concrete perfusion leakiness, the phenomenon not in place of vibrating appear easily, then influence steel plate and the friction between the concrete, interlock effect and the binding ability of the two of steel case, thereby influence the bearing capacity of beam.
⑶ at the negative moment area of existing shaped steel-concrete beam, the maximum section of general hogging moment is the bearing place at beam two ends, there is the pressurized stable problem in the shaped steel that is positioned at the below, stable in order to guarantee pressurized, tend to set up side direction drawknot parts, such as angle brace or pull bar etc., this just makes structure more complicated, also can influence the building instructions for use sometimes.
⑷ have now on the lower face of the shaped steel fixing concrete floor in shaped steel-concrete combination beam, shaped steel except the upper surface of top flange with concrete contacts, outside all the other each surfaces all are exposed to, therefore exposed parts is more, anticorrosion fire area is also corresponding bigger, cause disposal cost higher, cost increases; There is such problem too in steel case-concrete beam.
⑸ the work progress of existing compound beam generally need be built construction formwork earlier, and then fluid concrete again with the construction formwork dismounting, has so not only increased construction cost, but also prolonged the construction period afterwards to form compound beam.
The utility model content
A purpose of the present utility model be to provide a kind of simple in structure, easy construction, bearing capacity strong, can improve bending resistance, reduce the steel consumption amount, have economy, can reduce to conduct oneself with dignity, the steel box assembly of reduction of erection time, can be connected with steel corbel arbitrarily and realize and the joining smoothly of secondary beam.
Above-mentioned purpose of the present utility model realizes by the following technical solutions: a kind of steel box assembly, it is characterized in that it mainly is made up of U-shaped steel part, n shaped steel spare and the steel pipe of being located at U-shaped steel part span centre position, described U-shaped steel part is made up of microscler base plate and pair of outside plate, and described outer panel vertically is arranged on the base plate both sides; Described n shaped steel spare by the microscler interior plate of a pair of vertical setting be located at this top board to the interior plate upper end and form, described n shaped steel spare is arranged in the U-shaped space at place, described U-shaped steel part two ends, the length direction of described n shaped steel spare is consistent with the longitudinal direction of U-shaped steel part, the interior plate lower end of described n shaped steel spare is fixed on the base plate of U-shaped steel part, and enclose with the base plate of U-shaped steel part and to draw together into the hollow casting room with inside and outside port, have on the top board of described n shaped steel spare for the plug hole that concrete is fed into casting room; The inner port of described casting room is provided with vertical hush panel, and the unsettled setting of described steel pipe and its two ends mouth of pipe are connected on the described hush panel and by its shutoff; Has the gap for concrete perfusion between described U-shaped steel part and n shaped steel spare, the steel pipe respectively.
The utility model adopts U-shaped steel part except the ingredient as U-shaped joist steel box assembly, can be used as the construction supporting template simultaneously, therefore, in work progress, need not to build in addition template or construction back stripping, not only save construction cost, and shortened the construction period; U-shaped steel box assembly of the present utility model is Open architecture substantially, so easy fluid concrete, the concrete perfusion is closely knit, can vibrate puts in place, and friction and interlock between steel case and the concrete are effective, have improved the bearing capacity of beam; Two end bearing places at U-shaped steel part are provided with n shaped steel spare, namely the hogging moment maximum at whole section beam arranges n shaped steel spare, has been equivalent to add the shaped steel of being furnished with opposing beam hogging moment, and the beam action of steel case is arranged, can improve the bending resistance at beam support place greatly, reduce the area of reinforcement at bearing place simultaneously; In addition, appearance and size is less than existing steel case-concrete beam, and fluid concrete not in the steel pipe can reduce about 25% deadweight.
The utility model is during as floor beam, end face at described U-shaped steel part outer panel is set up the top flange, described top flange is along the vertical equity setting of outer panel, the upper face of described n shaped steel spare top board is higher than the upper surface of described top flange, so that make the top board of n shaped steel spare stretch into concrete floor and with its combination, and described top flange is fixed on the lower face of floor.The top board of n shaped steel spare stretches in the floor, only U-shaped steel part exposes, make anticorrosion fire area reduce, saved construction cost, and the muscle of the two-way end that has guaranteed floor can pass through smoothly, in addition, the utility model and concrete floor form overall structure, can improve the side plate drawknot phenomenon of beam effectively.
In order to improve the connectedness in casting room and the external world, be convenient to fluid concrete in the casting room, as a kind of improvement of the present utility model, can between the end of the inner of described n shaped steel spare and described steel pipe, set up transition piece, described transition piece comprises that the interior plate by n shaped steel spare extends the extension board that forms and the cover plate that is arranged on the extension board upper end to U-shaped steel part span centre position, have the strip perforate for concrete perfusion on the described cover plate, described perforate longitudinal extension also connects described cover plate, described hush panel is arranged on the opening of cover plate and extension board formation, be described cover plate and extension board, the common space that constitutes of hush panel is to be extended by described casting room to form, and communicates in the bottom of described opening and the described U-shaped steel part.
As further improvement of the utility model, be provided with several between the outer wall side of described steel pipe and the outer panel inwall of described U-shaped steel part and be the stiffening rib of riser, described stiffening rib is vertically arranged along U-shaped steel part.Stiffening rib has improved the stability of outer panel.
As a kind of preferred embodiment of the present utility model, described stiffening rib is along the horizontally set of U-shaped steel part, described stiffening rib mainly is made up of two corresponding junction plates that arrange, wherein an end of a junction plate is connected on the outer wall side of steel pipe, one end of another piece junction plate is connected on the outer panel inwall of U-shaped steel part, and the other end of these two junction plates links to each other.
As recommendation embodiment of the present utility model, two junction plates adopt screw connection structure to link to each other, screw connection structure comprises bolt, nut and screw, described screw is opened on the link of described two junction plates, and described bolt realizes that by nut is fixing two junction plates connect after passing screw.In addition, also can adopt the mode that is welded to connect, still, because of the operating space quite narrow and small, the welding operation inconvenience.
In order further to reduce steel using amount, the utility model upper face near described base plate above the base plate of described U-shaped steel part span centre position vertically is provided with several span centre reinforcing bars, vertically be provided with several end muscle between the interior plate of the outer panel of described U-shaped steel part and n shaped steel spare and near the upper face of base plate, this end muscle is along the elongated setting of U-shaped steel part length direction, and described reinforcing bar and end muscle be laterally arranging along U-shaped steel part base plate all.
As further improvement of the utility model, the utility model is as floor beam, corresponding flooring muscle periphery is provided with stirrup at muscle of the described end up and down with it, muscle and flooring muscle at the bottom of the described stirrup banding, and described stirrup is vertically arranged along U-shaped steel part.
The utility model can also be done following improvement, is provided with vertical floor at the upper face of described U-shaped steel part base plate, and described floor is in length and breadth to being scattered in trellis.Floor not only can improve the local stability of steel plate, and can strengthen the concatenation ability between steel plate and the concrete, improves its shearing transmission.
The utility model also has following embodiment, and the dual-side of described n shaped steel spare top board is along stretching out described interior plate; The side of described cover plate stretches out described extension board.The bottom of described n shaped steel spare interior plate and transition piece extension board is provided with through hole, and described through hole is longitudinally arranged.
Another purpose of the present utility model is to provide a kind of steel case-concrete of being made up of above-mentioned steel box assembly to make up U-shaped beam.
Above-mentioned purpose of the present utility model realizes by the following technical solutions: a kind of steel case-concrete of being made up of above-mentioned steel box assembly makes up U-shaped beam, it is characterized in that comprising described steel box assembly and concrete, described concrete is poured in the hollow casting room of described steel box assembly and described U-shaped steel part and n shaped steel spare, steel pipe between the gap in.
The utility model can go out any steel corbel and be connected with secondary beam, described U-shaped beam is connected with steel corbel, described steel corbel mainly is made up of at least one i iron, several i iron are arranged side by side, the top flange of steel corbel and the corresponding connection in the top flange of U-shaped steel part, be provided with first stiffening rib of level between the interior plate outer wall of the top flange of U-shaped steel part and n shaped steel spare, the bottom flange of steel corbel and web are connected with the outer wall of U-shaped steel part outer panel, be provided with the second vertical stiffening rib between the interior plate of n shaped steel spare and the U-shaped steel part outer panel, second stiffening rib the 3rd stiffening rib corresponding with the web of steel corbel and by level is connected with the inwall of U-shaped steel part outer panel, and described the 3rd stiffening rib is corresponding with the bottom flange of steel corbel.
Compared with prior art, the utlity model has following significant effect:
⑴ the utility model adopts U-shaped steel part (shaped steel) directly as the construction supporting template, therefore need not to build in addition construction formwork and stripping in work progress, has not only saved construction cost, and has shortened the duration; During concrete perfusion, concrete can be poured into any position in the U-shaped steel part, and shaped steel and concrete adhesion are good, have improved the bearing capacity of beam; Concrete is combined with outer panel, can improve the stability of outer panel.
⑵ the utility model arranges n type shaped steel (n shaped steel spare) at two end bearing places of shaped steel, namely the hogging moment maximum at whole section beam arranges n type shaped steel, be equivalent to add the shaped steel of being furnished with opposing beam hogging moment, can improve the bending resistance at beam support place greatly, significantly reduce the area of reinforcement of the negative steel at bearing place simultaneously.
⑶ the utility model is during as floor beam, the end face top board of n type shaped steel (top flange of shaped steel with) is combined with the bottom of floor, wherein, top board stretches in the floor, and compares with existing steel case beam, and volume size of the present utility model reduces, so the part that the utility model shaped steel exposes reduces, make anticorrosion fire area reduce, further provide cost savings, improved economy.
⑷ the utility model shaped steel can go out any steel corbel and be connected with secondary beam, and need not to stick to the steel corbel of a certain ad hoc structure so easy construction.
⑸ the base plate of the shaped steel of the utility model span centre portion and outer panel all can be participated in directly stressed, as being subjected to curved muscle; The reinforcing bar that arranges and stirrup can further reduce steel using amount under the prerequisite that guarantees bearing capacity.
⑹ do not have concrete perfusion in the steel pipe of the present utility model, therefore can under the prerequisite of the bearing capacity that does not reduce beam, significantly reduce deadweight, can reduce 25% deadweight approximately.
Description of drawings
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
Fig. 1 is the structural representation that existing steel case beam is combined with floor;
Fig. 2 is perspective view of the present utility model;
Fig. 3 is the schematic side view (draw shaped steel node) of the utility model when being applied to practice of construction;
Fig. 4 is the schematic top plan view of the utility model when being applied to practice of construction;
Fig. 5 is the sectional view along B-B line among Fig. 3;
Fig. 6 is the sectional view along C-C line among Fig. 3;
Fig. 7 is the assembling schematic diagram of steel pipe and U-shaped steel part;
Fig. 8 is the sectional view along D-D line among Fig. 3;
Fig. 9 is the sectional view along E-E line among Fig. 3;
Figure 10 is that the utility model is combined one of schematic diagram that arranges arrangement of reinforcement with floor plate;
Figure 11 is that the utility model is combined two of schematic diagram that arrangement of reinforcement is set with floor plate;
Figure 12 is that the utility model connects the schematic diagram of steel corbel to realize being connected with secondary beam;
Figure 13 is the sectional view along F-F line among Figure 12.
The specific embodiment
Shown in Fig. 2-13, it is a kind of steel box assembly of the utility model, it mainly is made up of U-shaped steel part 1, n shaped steel spare 2 and the steel pipe 3 of being located at U-shaped steel part 1 span centre position, the length of steel pipe accounts for half of U-shaped approximately steel part length, U-shaped steel part 1 is made up of microscler base plate 11, pair of outside plate 12 and top flange 13, outer panel 12 vertically is arranged on base plate 11 both sides, and top flange 13 is arranged on the end face of U-shaped steel part outer panel 12, and top flange 13 is along the vertical equity setting of outer panel 12; N shaped steel spare 2 is made up of with the top board 22 of being located at interior plate 21 upper ends the microscler interior plate 21 of a pair of vertical setting, and n shaped steel spare 2 is arranged in the U-shaped space at place, U-shaped steel part two ends, and the dual-side of top board 22 is along stretching out interior plate 21; The length direction of n shaped steel spare 2 is consistent with the longitudinal direction of U-shaped steel part 1.The interior plate lower end of n shaped steel spare 2 is fixed on the base plate of U-shaped steel part 1, and encloses with the base plate 11 of U-shaped steel part 1 and to draw together into the hollow casting room 14 with inside and outside port, has on the top board 22 of n shaped steel spare 2 for the plug hole 23 that concrete is fed into casting room; The inner port of casting room 14 is provided with vertical hush panel 7, and steel pipe 3 unsettled settings and its two ends mouth of pipe are connected on the hush panel 7 and by its shutoff; Has the gap for concrete perfusion between U-shaped steel part and n shaped steel spare, the steel pipe respectively.The upper face of n shaped steel spare top board is higher than the upper surface of top flange, the top board of n shaped steel spare stretch into concrete floor and with its combination, and the top flange is fixed on the lower face of floor.
Set up transition piece between the end of the inner of n shaped steel spare 2 and steel pipe 3, transition piece comprises that the interior plate by n shaped steel spare extends the extension board that forms and the cover plate 5 that is arranged on the extension board upper end to U-shaped steel part span centre position, have the strip perforate 6 for concrete perfusion on the cover plate 5, perforate 6 longitudinal extensions also connect cover plate 5, the side of cover plate 5 stretches out extension board, the bottom of n shaped steel spare interior plate and transition piece extension board is provided with through hole 50, and through hole 50 is longitudinally arranged.Hush panel 7 is arranged on the opening that cover plate 5 and extension board form, and namely cover plate and extension board, the common space that constitutes of hush panel are to be formed by casting room's extension, communicates in the bottom 51 of opening and the U-shaped steel part 1.
Be provided with several between the outer wall side of steel pipe 3 and the outer panel inwall of U-shaped steel part 1 and be the stiffening rib 8 of riser, stiffening rib 8 is vertically arranged along U-shaped steel part 1, stiffening rib 8 is along the horizontally set of U-shaped steel part 1, stiffening rib 8 mainly is made up of two corresponding junction plates 81,82 that arrange, wherein an end of a junction plate 81 is connected on the outer wall side of steel pipe 3, one end of another piece junction plate 82 is connected on the outer panel inwall of U-shaped steel part 1, and these two junction plates 81,82 the other end are connected and fixed by syndeton as link.In the present embodiment, syndeton adopts screw connection structure, and screw connection structure comprises bolt, nut 91 and screw 9, and screw 9 is opened on the link of two junction plates, and bolt passes screw 9 backs and connected by fixing two junction plates 81,82 of realizing of nut.In addition, also can adopt the mode that is welded to connect, still, because of the operating space quite narrow and small, the welding operation inconvenience.
In order further to reduce steel using amount, referring to Figure 10 and Figure 11, upper face near base plate 11 above U-shaped steel part 1 span centre position base plate 11 vertically is provided with several span centre reinforcing bars 10, vertically be provided with several end muscle 60 between the outer panel 12 of U-shaped steel part 1 and the interior plate 21 of n shaped steel spare 2 and near the upper face of base plate 11, this end muscle 60 is along the elongated setting of U-shaped steel part 1 length direction, and reinforcing bar 10 and end muscle 60 be laterally arranging along U-shaped steel part 1 base plate 11 all.Up and down corresponding flooring muscle 31 peripheries be provided with stirrup 32 at end muscle 60 with it, muscle 60 and flooring muscle 31 at the bottom of stirrup 32 bandings, stirrup 32 is vertically arranged along U-shaped steel part 1.Upper face at U-shaped steel part 1 base plate 11 is provided with vertical floor 33, and floor 33 is in length and breadth to being scattered in trellis.
Steel case-concrete of being made up of above-mentioned steel box assembly makes up U-shaped beam, and it comprises steel box assembly and concrete, concrete is poured in the hollow casting room of steel box assembly and U-shaped steel part and n shaped steel spare, steel pipe between the gap in.
As Figure 12, shown in 13, be that the U-shaped beam connection of the utility model steel corbel is realized the schematic diagram that it is connected with secondary beam, the utility model can go out any steel corbel and be connected smoothly with secondary beam, usually, steel corbel can be arranged side by side by one or more i iron and be formed, in the present embodiment, steel corbel is arranged side by side by two i iron and is constituted, in secondary beam 39 and be positioned at steel corbel on, the below is provided with reinforcing bar 34 longitudinally, reinforcing bar 34 is by stirrup 35 bandings, the top flange 41 of steel corbel and the 13 corresponding connections of the top flange of U-shaped steel part, also be provided with first stiffening rib 36 of level between the top flange 13 of U-shaped steel part and the interior plate outer wall of n shaped steel spare, the bottom flange 42 of steel corbel and web 43 are connected with the outer wall of U-shaped steel part 1 outer panel 12, be provided with the second vertical stiffening rib 37 between the interior plate 21 of n shaped steel spare 2 and U-shaped steel part 1 outer panel 12, second stiffening rib 37 is connected with the inwall of U-shaped steel part 1 outer panel 12 by the 3rd stiffening rib 38 of level, the 3rd stiffening rib 38 is corresponding with the bottom flange 42 of steel corbel, steel corbel is connected with the reinforcing bar of secondary beam 39, thereby realizes being connected of the U-shaped beam of the utility model and secondary beam 39.
Work progress of the present utility model is:
1. make the shaped steel node that U-shaped beam is connected with the concrete post;
2. the combination of sectional making shaped steel and n type shaped steel, generally be divided into abutment segment and changeover portion, span centre section: the n shaped steel spare interior plate upper bottom portion of abutment segment is offered on through hole, the top board and is offered plug hole; The n type shaped steel of changeover portion is offered the through hole on the extension board bottom, also cover plate is opened the strip perforate; The span centre section has only shaped steel.If certain segment length is bigger, then can segment again according to transportation and lifting ability;
3. make hollow steel pipe and the hush panel thereof of span centre section;
4. the shaped steel node that is connected with the concrete post of the U-shaped beam of on-site hoisting, and in place fixing;
5. on-site hoisting abutment segment shaped steel is in place fixing, and is welded to connect with the shaped steel node of beam column junction;
6. on-the-spot each segment type steel such as changeover portion, span centre section that successively lift, in place, fixing and be welded to connect;
7. above the base plate of span centre section shaped steel, arrange reinforcing bar;
8. the hollow steel pipe of on-site hoisting span centre section, the junction plate by outer wall of steel pipe is connected steel pipe in place fixing with the bolt of the junction plate of shaped steel outer panel inwall, and the n type shaped steel the inner with its end hush panel and changeover portion is welded to connect then;
9. floor slab formerecting (if floor plates such as steel bar girder, profiled sheet then can be omitted this step);
10. arrange the beam face reinforcing bar of floor bar and U-shaped beam;
11. after the field welding detection is qualified, pour into a mould the concrete of U-shaped beam and peripheral floor;
12. follow-up works such as concrete curing;
13. after the quality examination of beam body is qualified, carries out the fire prevention protection coating of steel exposed faces such as shaped steel base plate and outer panel and handle.
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 also has modification, replacement or the change of various ways, all drops within the utility model rights protection scope.
Claims (10)
1. steel box assembly is characterized in that: it mainly is made up of U-shaped steel part, n shaped steel spare and the steel pipe of being located at U-shaped steel part span centre position, and described U-shaped steel part is made up of microscler base plate and pair of outside plate, and described outer panel vertically is arranged on the base plate both sides; Described n shaped steel spare by the microscler interior plate of a pair of vertical setting be located at this top board to the interior plate upper end and form, described n shaped steel spare is arranged in the U-shaped space at place, described U-shaped steel part two ends, the length direction of described n shaped steel spare is consistent with the longitudinal direction of U-shaped steel part, the interior plate lower end of described n shaped steel spare is fixed on the base plate of U-shaped steel part, and enclose with the base plate of U-shaped steel part and to draw together into the hollow casting room with inside and outside port, have on the top board of described n shaped steel spare for the plug hole that concrete is fed into casting room; The inner port of described casting room is provided with vertical hush panel, and the unsettled setting of described steel pipe and its two ends mouth of pipe are connected on the described hush panel and by its shutoff; Has the gap for concrete perfusion between described U-shaped steel part and n shaped steel spare, the steel pipe respectively.
2. steel box assembly according to claim 1, it is characterized in that: the end face at described U-shaped steel part outer panel is set up the top flange, described top flange is along the vertical equity setting of outer panel, the upper face of described n shaped steel spare top board be higher than described top flange upper surface so that the top board of n shaped steel spare stretch into concrete floor and with its combination, and described top flange is fixed on the lower face of floor.
3. steel box assembly according to claim 2, it is characterized in that: set up transition piece between the inner of described n shaped steel spare and the end of described steel pipe, described transition piece comprises that the interior plate by n shaped steel spare extends the extension board that forms and the cover plate that is arranged on the extension board upper end to U-shaped steel part span centre position, have the strip perforate for concrete perfusion on the described cover plate, described perforate longitudinal extension also connects described cover plate, described hush panel is arranged on the opening of cover plate and extension board formation, be described cover plate and extension board, the common space that constitutes of hush panel is to be extended by described casting room to form, and communicates in the bottom of described opening and the described U-shaped steel part.
4. steel box assembly according to claim 3, it is characterized in that: be provided with several between the outer wall side of described steel pipe and the outer panel inwall of described U-shaped steel part and be the stiffening rib of riser, described stiffening rib is vertically arranged along U-shaped steel part.
5. steel box assembly according to claim 4, it is characterized in that: described stiffening rib is along the horizontally set of U-shaped steel part, described stiffening rib mainly is made up of two corresponding junction plates that arrange, wherein an end of a junction plate is connected on the outer wall side of steel pipe, one end of another piece junction plate is connected on the outer panel inwall of U-shaped steel part, and the other end of these two junction plates links to each other.
6. steel box assembly according to claim 5, it is characterized in that: the upper face at described U-shaped steel part base plate is provided with vertical floor, and described floor is in length and breadth to being scattered in trellis; The bottom of described n shaped steel spare interior plate and transition piece extension board is provided with through hole, and described through hole is longitudinally arranged.
7. steel box assembly according to claim 6, it is characterized in that: the upper face near described base plate above the base plate of described U-shaped steel part span centre position vertically is provided with several span centre reinforcing bars, vertically be provided with several end muscle between the interior plate of the outer panel of described U-shaped steel part and n shaped steel spare and near the upper face of base plate, this end muscle is along the elongated setting of U-shaped steel part length direction, and described reinforcing bar and end muscle be laterally arranging along U-shaped steel part base plate all.
8. steel box assembly according to claim 7 is characterized in that: corresponding flooring muscle periphery be provided with stirrup at muscle of the described end up and down with it, and muscle and flooring muscle at the bottom of the described stirrup banding, described stirrup is vertically arranged along U-shaped steel part.
9. a steel case-concrete of being made up of each described steel box assembly of claim 1～8 makes up U-shaped beam, it is characterized in that: it comprises described steel box assembly and concrete, described concrete is poured in the hollow casting room of described steel box assembly and described U-shaped steel part and n shaped steel spare, steel pipe between the gap in.
10. steel case-concrete according to claim 9 makes up U-shaped beam, it is characterized in that: described U-shaped beam is connected with steel corbel, described steel corbel mainly is made up of at least one i iron, several i iron are arranged side by side, the top flange of steel corbel and the corresponding connection in the top flange of U-shaped steel part, be provided with first stiffening rib of level between the interior plate outer wall of the top flange of U-shaped steel part and n shaped steel spare, the bottom flange of steel corbel and web are connected with the outer wall of U-shaped steel part outer panel, be provided with the second vertical stiffening rib between the interior plate of n shaped steel spare and the U-shaped steel part outer panel, second stiffening rib is corresponding with the web of steel corbel, described second stiffening rib is connected with the inwall of U-shaped steel part outer panel by the 3rd stiffening rib of level, and described the 3rd stiffening rib is corresponding with the bottom flange of steel corbel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220632168 CN203113217U (en) | 2012-11-26 | 2012-11-26 | Steel box component and steel box-concrete combined U-shaped beam consisting of same |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220632168 CN203113217U (en) | 2012-11-26 | 2012-11-26 | Steel box component and steel box-concrete combined U-shaped beam consisting of same |
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| CN203113217U true CN203113217U (en) | 2013-08-07 |
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| CN 201220632168 Withdrawn - After Issue CN203113217U (en) | 2012-11-26 | 2012-11-26 | Steel box component and steel box-concrete combined U-shaped beam consisting of same |
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| CN103046462A (en) * | 2012-11-26 | 2013-04-17 | 广东省建筑设计研究院 | Steel box component and steel box-concrete combined U-shaped girder composed of same |
| CN103603265A (en) * | 2013-12-02 | 2014-02-26 | 中铁第一勘察设计院集团有限公司 | Closure section steel shell of turning continuous beam |
| CN104057189A (en) * | 2014-05-23 | 2014-09-24 | 浙江东南网架股份有限公司 | Novel U-shaped cross section component, special jig frame and processing and setting method |
| CN104631302A (en) * | 2015-02-13 | 2015-05-20 | 济南轨道交通集团有限公司 | Perforated thin-wall precast channel beam for rail transit and precast method of perforated thin-wall precast channel beam for rail transit |
| CN105756189A (en) * | 2016-04-21 | 2016-07-13 | 广东省建筑设计研究院 | Assembly type frame-core tube structural system adopting all-steel-encased stress component |
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2012
- 2012-11-26 CN CN 201220632168 patent/CN203113217U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046462A (en) * | 2012-11-26 | 2013-04-17 | 广东省建筑设计研究院 | Steel box component and steel box-concrete combined U-shaped girder composed of same |
| CN103046462B (en) * | 2012-11-26 | 2015-02-18 | 广东省建筑设计研究院 | Steel box component and steel box-concrete combined U-shaped girder composed of same |
| CN103603265A (en) * | 2013-12-02 | 2014-02-26 | 中铁第一勘察设计院集团有限公司 | Closure section steel shell of turning continuous beam |
| CN104057189A (en) * | 2014-05-23 | 2014-09-24 | 浙江东南网架股份有限公司 | Novel U-shaped cross section component, special jig frame and processing and setting method |
| CN104631302A (en) * | 2015-02-13 | 2015-05-20 | 济南轨道交通集团有限公司 | Perforated thin-wall precast channel beam for rail transit and precast method of perforated thin-wall precast channel beam for rail transit |
| CN105756189A (en) * | 2016-04-21 | 2016-07-13 | 广东省建筑设计研究院 | Assembly type frame-core tube structural system adopting all-steel-encased stress component |
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