CN204212058U - For the steel truss girder assembling support in the construction of steel concrete composite truss beam - Google Patents
For the steel truss girder assembling support in the construction of steel concrete composite truss beam Download PDFInfo
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- CN204212058U CN204212058U CN201420580491.7U CN201420580491U CN204212058U CN 204212058 U CN204212058 U CN 204212058U CN 201420580491 U CN201420580491 U CN 201420580491U CN 204212058 U CN204212058 U CN 204212058U
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- steel
- assembling support
- truss girder
- upper bracket
- lower carriage
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Abstract
The utility model discloses a kind of for the steel truss girder assembling support in the construction of steel concrete composite truss beam, belong to technical field of bridge construction.It comprises multiple assembling support unit corresponding to the longitudinal Node configuration of steel truss girder, each described assembling support unit comprises upper bracket and the corresponding lower carriage being arranged on described upper bracket bottom, described lower carriage is positioned at beam body bottom, lower carriage comprises four and vertically arranges and the steel post of rectangular arrangement, the lower end of every root steel post is connected with the concrete foundation being arranged on its underpart, described upper bracket comprises two along the side stand of steel truss girder horizontally set and the top rail being connected to two side stand upper ends, the upper end of four steel posts of lower carriage is fixedly connected with a solid lintel steel column respectively, described lintel steel column is fixedly connected with through the lower end of upper bracket described in Liang Tiyu.The utility model structural strength is high, and regular shape is simply stressed, can provide the strong strong point for girder steel is assembled.
Description
Technical field
The utility model relates to a kind of for the steel truss girder assembling support in the construction of steel concrete composite truss beam, belongs to technical field of bridge construction.The utility model also relates to the steel concrete composite truss beam construction bracket system adopting this steel truss girder assembling support.
Background technology
Discongest river, Zhen, line Shaoguan grand bridge, total length 2.3km, 1-88m flitch-trussed beam be its 13# ~ 14# across, across the upper and lower line of Beijing-Guangzhou Railway, the angle that crosses is 30 °, is positioned on easement curve that sweep is R=800m.It adopts position, side cast-in-place, dilatory traversing construction method in place.
In prior art, for lower support type compound beam steel work part beam body assembling construction, utilize concreting support to construct mostly, but for the steel structure girder of large load, concreting support is in steel beam joint position stress concentrations, it cannot bear the concentrated stress of steel beam joint, and rack elasticity distortion is large, is unfavorable for that steel beam joint is accurately located.
Summary of the invention
For the above-mentioned defect existed in prior art, the utility model provides a kind of steel truss girder assembling support that can provide the strong strong point in the construction of steel concrete composite truss beam for steel truss girder is assembled.
The utility model is achieved by the following technical solution: a kind of for the steel truss girder assembling support in the construction of steel concrete composite truss beam, it comprises multiple assembling support unit corresponding to the longitudinal Node configuration of steel truss girder, each described assembling support unit comprises upper bracket and the corresponding lower carriage being arranged on described upper bracket bottom, described lower carriage is positioned at beam body bottom, described lower carriage comprises four and vertically arranges and the steel post of rectangular arrangement, the lower end of every root steel post is connected with the concrete foundation being arranged on its underpart, top bracing is provided with between four steel posts of described lower carriage, bottom lateral bracing and connect system at least together, described upper bracket comprises two along the side stand of steel truss girder horizontally set and the top rail being connected to two side stand upper ends, described side stand comprises triangular supports I and triangular supports II, triangular supports I is vertically arranged, its upper end is connected with described top rail, described triangular supports II is inclined at the outside of triangular supports I, the lower end of its lower end and triangular supports I is fixed together, its upper end is connected with top rail and is positioned at the outside of triangular supports I, lateral at the bottom of upper bracket and upper bracket lateral is provided with between two side stands of described upper bracket, at least be provided with oblique in triangular supports I, the upper end of four steel posts of described lower carriage is fixedly connected with a solid lintel steel column respectively, described lintel steel column is fixedly connected with through the lower end of upper bracket described in Liang Tiyu.
In the utility model, each assembled unit is independently, forms stress system alone between two, when steel truss girder is assembled, by steel truss girder assembling support supporting steel trusses total weight, and is directly passed on concrete basis by load.
In order to improve the supporting capacity of assembling support, to be that two i iron are assembled be side by side welded described top rail.There is in the middle of two i iron assembled formation arranged side by side the crossbeam of rectangular enclosure, the supporting capacity of top rail can be improved, and the top of the top rail of this kind of structure can arrange vertical jack in construction, is conducive to beam body Serial regulation.
In order to ensure the supporting capacity of assembling support, the diameter of described lintel steel column is 120mm.
The utility model additionally provides a kind of steel concrete composite truss beam construction bracket system, its technical scheme adopted is: comprise the full framing for concreting, also comprise as the steel truss girder assembling support as described in arbitrary in claims 1 to 3, corresponding to the assembling support unit arranging a described steel truss girder assembling support between the longitudinal node of each steel truss girder, described concreting support and steel truss girder assembling support share a basis, the lower carriage of assembling support unit is positioned at the bottom of beam body, the upper bracket of assembling support unit is positioned at the top of beam body, connected by the lintel steel column through beam body between the lower carriage of assembling support unit and upper bracket.
Steel truss girder assembling support structural strength in the utility model is high, regular shape, simply stressed, in steel concrete compound beam work progress, the strong strong point can be provided for girder steel is assembled, and rack elasticity distortion is built with full framing much smaller relative to beam body concrete, is conducive to steel truss girder node and accurately locates.In Specific construction, steel truss girder assembling support and beam body concrete are built and to be constructed with full framing and separate simultaneously, steel truss girder assembling support alone bear steel truss girder pressure, load is directly passed on concrete basis, avoid beam body concrete and build support in steel truss girder node location stress concentrations, reduce the local pressure burden of full framing, ensure that the safety of construction; In addition, the top of the top rail of the steel truss girder assembling support in the utility model can arrange vertical jack in construction, is conducive to beam body Serial regulation.The utility model can ingeniously utilize full framing cross bar step pitch to design steel truss girder assembled lateral connection, is making full use of the intensity adding support while the confined space is avoided conflicting between support.
Accompanying drawing explanation
Structural representation in Fig. 1 the utility model specific embodiment;
Fig. 2 is the E-E schematic diagram in Fig. 1;
Fig. 3 is the F-F schematic diagram in Fig. 1;
Fig. 4 is the A portion enlarged diagram in Fig. 1;
Fig. 5 is the structural representation of the assembled unit of steel truss girder assembling support in the utility model specific embodiment;
Fig. 6 is the lateral view of Fig. 5;
Fig. 7 is the G-G schematic diagram in Fig. 6;
Fig. 8 is the H-H schematic diagram in Fig. 6;
Fig. 9 is the schematic side view of the upper bracket of the assembled unit of steel truss girder assembling support in the utility model;
Figure 10 is the D-D schematic diagram in Fig. 9;
Figure 11 is the B-B schematic diagram in Figure 10;
In figure, 1, assembling support unit, 2, steel truss girder, 3, upper bracket, 4, lower carriage, 5, lintel steel column, 6, top rail, 7, triangular supports I, 8, triangular supports II, 9, upper bracket lateral, 10, lateral at the bottom of upper bracket, 11, steel post, 12, connect system, 13, concrete foundation, 14, the bottom lateral bracing of lower carriage, 15, the top bracing of lower carriage, 16, tiltedly join, 17, ribbed panel, 18, junction steel plate, 19, base steel plates.
Detailed description of the invention
Below in conjunction with accompanying drawing and non-limiting embodiment, the utility model is further described:
As shown in drawings, discongest river, Zhen, line Shaoguan grand bridge, total length 2.3km, 1-88m steel concrete composite truss beam be its 13# ~ 14# across, across the upper and lower line of Beijing-Guangzhou Railway, the angle that crosses is 30 °, is positioned on easement curve that sweep is R=800m.This engineering adopts position, side cast-in-place, dilatory traversing construction method in place.
Steel concrete composite truss beam construction employing sets up full framing to hole on the right side of bridge and steel truss girder assembling support is constructed.Full framing is used for concreting use, and steel truss girder assembling support is used for assembled steel truss girder 2.Steel truss girder assembling support comprises eight assembling support unit 1, corresponds respectively to the longitudinal Node configuration of steel truss girder 2.Each described assembling support unit 1 comprises upper bracket 3 and the corresponding lower carriage 4 being arranged on upper bracket 3 bottom.Lower carriage 4 is positioned at beam body bottom, lower carriage 4 comprises four and vertically arranges and the steel post 11 of rectangular arrangement, the lower end of every root steel post 11 is connected with the concrete foundation 13 being arranged on its underpart, and being provided with top bracing 15, bottom lateral bracing 14 and at least one connection between four steel posts 11 of lower carriage 4 is 12.In the present embodiment, in order to ensure the bulk strength of steel truss girder assembling support, the steel post 11 of lower carriage adopts the steel pipe of φ 219 × 12mm, and top bracing 15 and bottom lateral bracing 14 adopt No. 16 channel-section steels, and connection is 12 employing No. 16 channel-section steels.Connection is 12 can arrange one or multi-channel according to the global design ability of assembling support.The lower end of four steel posts 11 of lower carriage 4 arranges the junction steel plate 18 of 500 × 500 × 20mm, 550 × 550 × 20mm base steel plates 19 and built-in connection are set in concrete foundation 13, the steel post 11 of lower carriage 4 to be fixedly connected with concrete foundation by built-in connection and to be embedded in concrete foundation, for ensureing bonding strength, some 100 × 200 × 10mm ribbed panels 17 are set between steel post 11 and junction steel plate 18.Respectively be connected with a solid lintel steel column 5 vertically arranged in the upper end of four steel posts 11 of lower carriage 4, the diameter of lintel steel column 5 is 120mm.Upper bracket 3 is positioned at beam body top, and upper bracket 3 comprises two along the side stand of steel truss girder horizontally set and the top rail 6 being connected to two side stand upper ends.Each described side stand comprises a triangular supports I 7 and a triangular supports II 8.Triangular supports I 7 is vertically arranged, its leg-of-mutton upper summit and described top rail 6 are fixed together, triangular supports II 8 is inclined at the outside of triangular supports I 7, the lower end of its lower end and triangular supports I 7 is fixed together, and its leg-of-mutton upper summit is fixedly connected with top rail 6 and is positioned at the outside of triangular supports I 7.Triangular supports I 7 and triangular supports II 8 are all be welded by φ 219 × 9mm steel pipe.Lateral 10 at the bottom of upper bracket and upper bracket lateral 9 is provided with between two side stands of described upper bracket 3, in triangular supports I 7, be at least provided with tiltedly connection 16, lateral 10 at the bottom of upper bracket adopts φ 159 × 6mm steel pipe, upper bracket lateral 9 adopts φ 108 × 6mm steel pipe, and tiltedly connection 16 adopts φ 108 × 6mm steel pipe.Top rail 6 adopts that two 30a i iron are assembled to be side by side welded.The lower end that the four lintel steel columns 5 being arranged on lower carriage 4 upper end are positioned at two side stands of the upper bracket 3 on beam body top through Liang Tiyu is fixedly connected with.Lintel steel column can utilize the position of the spilled water hole of beam body through the position of beam body.
In Specific construction, steel truss girder assembling support and beam body concrete are built full framing and are constructed simultaneously, and steel truss girder assembling support and full framing share a basis.The concrete construction method of steel truss girder assembling support is: comprise the steps: (1) measurement and positioning: the position going out four steel posts 11 of the lower carriage 4 in each assembling support unit according to the position calculation of each assembled sections of steel truss girder, and arranges according to bottom elevation and determine lower carriage 4 top bracing position; (2) basement process: because steel truss girder assembling support and full framing share a basis, therefore steel truss girder assembling support basis place ground needs to strengthen process, its bracket basis adopts road roller compacting, build the hardening of concrete layer of 20cm, hardening of concrete layer is built support concrete foundation; (3) support is set up: arrange an assembling support unit 1 corresponding between the longitudinal node of each steel truss girder, lower carriage 4 and the concreting full framing of assembling support unit 1 are set up simultaneously, the control of gradient of the steel post 11 of lower carriage is within one thousandth, after beam body model sheetinstallat, set up the upper bracket 3 of assembling support unit 1 again, described lower carriage 4 and upper bracket 3 connect into entirety by lintel steel column 5.Upper bracket 3 can prefabricated after to be overallly again connected with lintel steel column 5.
In the utility model, steel truss girder assembling support forms stress system alone, when steel truss girder is assembled, by steel truss girder assembling support supporting steel trusses total weight, and load is directly passed on concrete basis, reduce the local pressure burden of full framing, ensure that the safety of construction.
In the utility model, steel truss girder assembling support and beam body concrete are built full framing and to be constructed and separate simultaneously, steel truss girder assembling support alone bear steel truss girder pressure, avoid beam body concrete and build support in steel truss girder node location stress concentrations, it is much smaller that rack elasticity distortion builds full framing relative to beam body concrete, is conducive to steel truss girder node and accurately locates.In steel truss girder assembling construction, the top rail 6 of steel truss girder assembling support can arrange vertical jack, be convenient to beam body Serial regulation.
Other parts in the present embodiment adopt prior art, do not repeat them here.
The present embodiment is only for being described the utility model, and it is also not used to limit the utility model, and when not deviating from the utility model spirit and essence thereof, those of ordinary skill in the art are when making various corresponding change and distortion according to the present invention.
Claims (4)
1. one kind for steel concrete composite truss beam construction in steel truss girder assembling support, it is characterized in that: comprise multiple assembling support unit (1) corresponding to the longitudinal Node configuration of steel truss girder, each described assembling support unit (1) comprises the lower carriage (4) that upper bracket (3) and correspondence are arranged on described upper bracket (3) bottom, described lower carriage (4) is positioned at beam body bottom, described lower carriage (4) comprises four and vertically arranges and the steel post (11) of rectangular arrangement, the lower end of every root steel post (11) is connected with the concrete foundation being arranged on its underpart, top bracing is provided with between four steel posts (11) of described lower carriage (4), bottom lateral bracing and to connect at least be together (12), described upper bracket (3) comprises two along the side stand of steel truss girder horizontally set and the top rail (6) being connected to two side stand upper ends, described side stand comprises triangular supports I (7) and triangular supports II (8), triangular supports I (7) is vertically arranged, its upper end is connected with described top rail (6), described triangular supports II (8) is inclined at the outside of triangular supports I (7), the lower end of its lower end and triangular supports I (7) is fixed together, its upper end is connected with top rail (6) and is positioned at the outside of triangular supports I (7), lateral at the bottom of upper bracket (10) and upper bracket lateral (9) is provided with between two side stands of described upper bracket (3), at least be provided with oblique (16) in triangular supports I (7), the upper end of four steel posts (11) of described lower carriage (4) is fixedly connected with a solid lintel steel column (5) respectively, described lintel steel column (5) is fixedly connected with through the lower end of upper bracket described in Liang Tiyu (3).
2. according to claim 1 for the steel truss girder assembling support in the construction of steel concrete composite truss beam, it is characterized in that: to be that two i iron are assembled be side by side welded described top rail (6).
3. according to claim 1 and 2 for the steel truss girder assembling support in the construction of steel concrete composite truss beam, it is characterized in that: the diameter of described lintel steel column (5) is 120mm.
4. a steel concrete composite truss beam construction bracket system, comprise the full framing for concreting, it is characterized in that: also comprise as the steel truss girder assembling support as described in arbitrary in claims 1 to 3, corresponding to the assembling support unit (1) arranging a described steel truss girder assembling support between the longitudinal node of each steel truss girder, described concreting support and steel truss girder assembling support share a basis, the lower carriage (4) of assembling support unit (1) is positioned at the bottom of beam body, the upper bracket (3) of assembling support unit (1) is positioned at the top of beam body, connected by the lintel steel column (5) through beam body between the lower carriage (4) of assembling support unit (1) and upper bracket (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420580491.7U CN204212058U (en) | 2014-10-09 | 2014-10-09 | For the steel truss girder assembling support in the construction of steel concrete composite truss beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420580491.7U CN204212058U (en) | 2014-10-09 | 2014-10-09 | For the steel truss girder assembling support in the construction of steel concrete composite truss beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212058U true CN204212058U (en) | 2015-03-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420580491.7U Withdrawn - After Issue CN204212058U (en) | 2014-10-09 | 2014-10-09 | For the steel truss girder assembling support in the construction of steel concrete composite truss beam |
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| Country | Link |
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| CN (1) | CN204212058U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278640A (en) * | 2014-10-09 | 2015-01-14 | 中铁十局集团有限公司 | Steel truss girder assembling scaffold used in construction of steel-concrete composite truss girders |
| CN105735129A (en) * | 2016-02-26 | 2016-07-06 | 江苏中铁山桥重工有限公司 | Full-welding truss section modularized splicing method |
| CN106320175A (en) * | 2016-03-17 | 2017-01-11 | 中天建设集团有限公司 | Simple device for connecting steel pipe support piers |
-
2014
- 2014-10-09 CN CN201420580491.7U patent/CN204212058U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278640A (en) * | 2014-10-09 | 2015-01-14 | 中铁十局集团有限公司 | Steel truss girder assembling scaffold used in construction of steel-concrete composite truss girders |
| CN104278640B (en) * | 2014-10-09 | 2015-11-04 | 中铁十局集团有限公司 | For the steel truss girder assembling support in the construction of steel concrete composite truss beam |
| CN105735129A (en) * | 2016-02-26 | 2016-07-06 | 江苏中铁山桥重工有限公司 | Full-welding truss section modularized splicing method |
| CN106320175A (en) * | 2016-03-17 | 2017-01-11 | 中天建设集团有限公司 | Simple device for connecting steel pipe support piers |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150318 Effective date of abandoning: 20151104 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |