CN217420653U - Steel bar truss floor support plate supporting assembly - Google Patents
Steel bar truss floor support plate supporting assembly Download PDFInfo
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- CN217420653U CN217420653U CN202220351142.2U CN202220351142U CN217420653U CN 217420653 U CN217420653 U CN 217420653U CN 202220351142 U CN202220351142 U CN 202220351142U CN 217420653 U CN217420653 U CN 217420653U
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Abstract
The utility model discloses a steel bar truss building carrier plate supporting component for building carrier plate construction between two steel frame roof beams is supported, the steel frame roof beam is the I-shaped steel roof beam, supporting component includes: the longitudinal support is abutted between the two wing plates of the steel frame beam; the horizontal support, horizontal support span to be connected two between the vertical support to be located floor support plate below, horizontal support includes a plurality of units that connect gradually horizontal support, set up first regulation hole on the horizontal support of unit, pass first regulation hole is connected with first fastener, two the horizontal support of unit passes through first regulation hole is connected to adjust connection length, and pass through first fastener fastening, the horizontal support of unit still with vertical support is connected. The utility model discloses technical scheme's supporting component can conveniently dismantle, and the turnover is used, and is economical high-efficient.
Description
Technical Field
The utility model relates to an assembly type structure construction technical field, in particular to steel bar truss building carrier plate supporting component.
Background
With the increasing importance of the development and popularization of green buildings in China, steel structure buildings are increasingly used as typical representatives of the green buildings. In large-span and super high-rise buildings, steel structures are used more, the requirement on the construction period is high, and the danger of the construction process is large. The convenient and safe construction measures can not only ensure the personal safety of operators in the construction process of the steel structure, but also improve the working efficiency of the engineering, thereby ensuring the construction period. Steel bar truss floor bearing plate in the fabricated steel structure building is an important component of the fabricated steel structure, but the steel bar truss floor bearing plate has the problem of insufficient rigidity in a large-span structure, and a support needs to be erected for supporting.
However, in the conventional support structure, a temporary steel frame is added below the floor support plate to serve as a support, the mounting and dismounting process of the support consumes more time, the investment is large, and the turnover is inconvenient.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a steel bar truss building carrier plate supporting component aims at solving present steel bar truss building carrier plate construction support and supports when tearing open hard, and the inconvenient technical problem who has enough to meet the need.
In order to realize the above-mentioned purpose, the utility model provides a steel bar truss building carrier plate supporting component for building carrier plate construction between two steel frame roof beams is supported, the steel frame roof beam is the I-steel roof beam, the I-steel roof beam includes two relative pterygoid laminas that set up and connects two the connecting plate of pterygoid lamina, supporting component includes:
the longitudinal support is abutted between the two wing plates of the steel frame beam;
the transverse supports are connected between the longitudinal supports in a crossing mode and located below the floor support plate to support the floor support plate in the vertical direction, each transverse support comprises at least two unit transverse supports which are sequentially and movably connected, each unit transverse support is provided with a first adjusting hole, a first fastener penetrates through the first adjusting hole to be connected with the corresponding unit transverse support, the two unit transverse supports are connected through the first adjusting hole, the support length of the transverse supports is adjusted by adjusting the overlapping length of the two adjacent unit transverse supports to achieve adjustment of the support length of the transverse supports, the two adjacent unit transverse supports are fastened through the first fastener, and one of the unit transverse supports, which is close to the longitudinal support, is connected with the longitudinal support.
Optionally, a support bar is further arranged between the bottom of the floor bearing plate and the transverse support, the transverse support is abutted to the bottom of the floor bearing plate through the support bar, and the support bar is arranged along the length direction of the steel frame beam.
Optionally, the longitudinal support includes two unit longitudinal supports connected in sequence, one unit longitudinal support is connected with the transverse support and is abutted to the upper wing plate of the steel frame beam, and the other unit longitudinal support is abutted to the bottom wing plate of the steel frame beam.
Optionally, a first connecting hole is formed in one end, far away from the first adjusting hole, of the unit transverse support, a second connecting hole is formed in one end, close to the unit transverse support, of the unit longitudinal support, a second fastener penetrates through the first connecting hole and the second connecting hole, and the corresponding unit transverse support and the corresponding unit longitudinal support are fastened through the second fastener.
Optionally, one end of each unit longitudinal support, which is far away from the second connecting hole, is provided with a second adjusting hole, the unit longitudinal supports are connected through the second adjusting holes, and the support length is adjusted through the second adjusting holes.
Optionally, the horizontal support includes two unit horizontal supports, two unit horizontal supports are provided with one end of the first adjusting hole and movably connected, and the other end is connected with the corresponding longitudinal support respectively.
Optionally, the lateral support and the longitudinal support are both channel steel structures.
Optionally, two parallel first adjusting holes are arranged on the unit transverse support in parallel.
Optionally, the first adjusting hole and the second adjusting hole are both elongated holes.
Optionally, the supporting bars are of angle steel structures to transmit the pressure of the floor deck to the transverse supports.
The utility model discloses technical scheme is used for supporting building carrier plate construction through adopting to be connected longitudinal support and transverse support, it is concrete, the longitudinal support butt is between two pterygoid laminas of steel frame roof beam, transverse support spanes and connects between two longitudinal supports, and transverse support is including the unit transverse support that connects gradually, the unit transverse support is through the length that whole transverse support was adjusted to first regulation hole, with adapt to not unidimensional building carrier plate, solve the support problem of large-span steel bar truss building carrier plate, support the building carrier plate, avoid down the couch, especially, it is obvious to high altitude large-span steel bar truss building carrier plate supporting effect, save material, it is artifical, building carrier plate concrete placement accomplishes the back, supporting component can demolish, reuse. In addition, the support assembly of pin-connected panel can conveniently dismantle, has enough to meet the need the use, and is economic high-efficient.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is a schematic structural view of an embodiment of a steel bar truss floor deck support assembly of the present invention;
fig. 2 is a schematic structural view of an embodiment of a unit transverse support of the steel bar truss floor support plate support assembly of the present invention;
fig. 3 is a schematic structural view of a unit longitudinal support embodiment of the steel bar truss floor deck support assembly of the present invention;
FIG. 4 is a schematic structural view of an embodiment of the horizontal supporting and connecting unit of the steel bar truss floor deck supporting component of the present invention;
fig. 5 is the structural schematic diagram of the embodiment of the horizontal supporting and connecting unit of the steel bar truss floor support plate supporting component of the present invention.
The reference numbers illustrate:
the objects, features and advantages of the present invention will be further described with reference to the accompanying drawings.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
In the present application, unless expressly stated or limited otherwise, the terms "connected" and "fixed" are to be construed broadly, e.g., "fixed" may be fixedly connected or detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be interconnected within two elements or in a relationship where two elements interact with each other unless otherwise specifically limited. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In addition, if there is a description relating to "first", "second", etc. in the embodiments of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the meaning of "and/or" appearing throughout includes three juxtapositions, exemplified by "A and/or B", including either A or B or both A and B. In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
The utility model provides a steel bar truss building carrier plate supporting component.
In the prior art, especially in large-span and super high-rise buildings, steel structures are applied more, the requirement on the construction period is high, and the danger in the construction process is large. The convenient and safe construction measures can not only ensure the personal safety of operators in the construction process of the steel structure, but also improve the working efficiency of the engineering, thereby ensuring the construction period. Steel bar truss floor bearing plate in the fabricated steel structure building is an important component of the fabricated steel structure, but the steel bar truss floor bearing plate has the problem of insufficient rigidity in a large-span structure, and a support needs to be erected for supporting. However, in the conventional support structure, a temporary steel frame is added below the floor support plate to serve as a support, so that the mounting and dismounting process of the support consumes more time, the investment is large, and the turnover is inconvenient.
In order to solve the technical problem, the utility model discloses technical scheme is used for building carrier plate construction support through adopting to be connected longitudinal support and transverse support, it is concrete, the longitudinal support butt is between two pterygoid laminas of steel frame roof beam, transverse support spanes and connects between two longitudinal supports, and transverse support is including the unit transverse support that connects gradually, the unit transverse support is through the length of whole transverse support of first regulation hole regulation, with adapt to not unidimensional building carrier plate, solve the support problem of large-span steel bar truss building carrier plate, support the building carrier plate, avoid the bed, especially, it is obvious to high altitude large-span steel bar truss building carrier plate supporting effect, save material, it is artifical, building carrier plate concrete pouring accomplishes the back, supporting component can demolish, reuse. In addition, the support assembly of pin-connected panel can conveniently dismantle, has enough to meet the need the use, and is economic high-efficient.
The above technical solution is described in detail with reference to the accompanying drawings.
In the embodiment of the present invention, as shown in fig. 1-5, the steel bar truss building carrier plate supporting assembly is used for the construction and support of the building carrier plate 2 between two steel frame beams 1, and the steel frame beam 1 in this embodiment is an i-beam, and the i-beam 1 includes two wing plates that are arranged relatively and a connecting plate that connects the two wing plates. The support assembly includes: the longitudinal support 3 and the transverse support 4, the longitudinal support 3 is abutted between two wing plates of the steel frame beam 1, and the transverse support 4 is connected between the two longitudinal supports 3 in a crossing manner and is positioned below the floor deck. In the concrete implementation process, set up a plurality of longitudinal support 3 along the length direction interval of steel frame roof beam, and relative two longitudinal support 3 between two steel frame roof beams of building carrier plate all correspond to span and are connected with horizontal support 4 to the realization is supported the construction of steel bar truss building carrier plate.
Specifically, the transverse support 4 comprises at least two unit transverse supports 41 which are movably connected in sequence, each unit transverse support 41 is provided with a first adjusting hole 42, each first adjusting hole 42 is formed along the length direction and penetrates through the first adjusting hole 42 to be connected with a first fastening piece 6, the two unit transverse supports 41 are connected through the first adjusting holes 42 and fastened through the first fastening pieces 6, the adjustment of the support length of the transverse support 4 is realized by adjusting the overlapping length of the two adjacent unit transverse supports 41 through adjusting the unit transverse supports 41, and one of the unit transverse supports 41 close to the longitudinal support is also connected with the longitudinal support 3.
In the implementation process, the first adjusting holes 42 of the two unit transverse supports 41 are overlapped and then fastened through the first fastening member 6. First fastener 6 is the bolt, and the bolt passes behind two rectangular holes and utilizes the nut fastening to still set up the gasket between nut and the unit horizontal support 41, avoid becoming flexible, guarantee the stability of connecting. In the present embodiment, two parallel first adjustment holes 42 are provided in parallel on the unit lateral support 41, and are provided in parallel along the width direction of the lateral support 4. The two strip holes are respectively and correspondingly connected to improve the connection strength and further improve the support strength of the transverse support 4. By adjusting the overlapping area of the first adjusting holes 42 of the two unit lateral supports 41, the supporting length of the lateral supports 4 can be adjusted slightly to adapt to the support of floor plates of different sizes.
When two unit transverse supports are connected between the two longitudinal supports, the first end of the first unit transverse support is connected with one longitudinal support, the second end of the first unit transverse support is provided with a first adjusting hole, the first adjusting hole is connected with one end of the second unit transverse support, which is provided with the first adjusting hole, and one end of the second unit transverse support, which is far away from the first adjusting hole, is connected with the longitudinal support. Wherein, the first adjusting holes of the two unit transverse supports are overlapped and connected and fastened through a first fastening piece. The length that the whole horizontal support of adjustment can be realized adjusting to the overlapping length of two first regulation holes, and then realizes adapting to not unidimensional building carrier plate.
When three unit transverse supports are connected between the two longitudinal supports, the first end of the first unit transverse support is connected with one longitudinal support, the second end of the first unit transverse support is provided with a first adjusting hole and is connected with the first adjusting hole of the second unit transverse support, the first end of the third unit transverse support is connected with the other longitudinal support, the second end of the second unit transverse support is provided with a first adjusting hole and is connected with the first adjusting hole of the second unit transverse support, at the moment, because the first adjusting holes of the two unit transverse supports are both connected with the first adjusting hole of the third unit transverse support, in practice, in order to avoid mutual interference, the length of the first adjusting hole is long enough to ensure that the support length is adjusted.
Optionally, a support bar 5 is further arranged between the bottom of the floor bearing plate and the transverse support 4, the transverse support 4 abuts against the bottom of the floor bearing plate through the support bar 5, and the support bar 5 is arranged along the length direction of the steel frame beam. The length direction of steel frame roof beam 1 is the horizontal extending direction of steel frame roof beam to set up a plurality of horizontal supports and vertical support at the interval between two relative steel frame roof beams of extending direction, support bar 5 bridges over a plurality of horizontal supports 4, in order to realize the support to whole floor bearing plate. The top surface of the support bar 5 is abutted against the bottom of the floor bearing plate, the bottom surface is abutted against the transverse support 4, and the pressure of the floor bearing plate is transmitted to the transverse support 4. In this embodiment, support bar 5 is the angle steel structure, to the building carrier plate that does not have the support span to transfinite in succession, when laying the building carrier plate, the direction is placed with the steel frame roof beam perpendicularly to the building carrier plate, need place an angle steel at every 1.2 meters on horizontal support 4 this moment for support the building carrier plate.
Optionally, the longitudinal support 3 comprises two unit longitudinal supports 31 connected in sequence, the unit longitudinal support 31 at the upper end is connected with the transverse support 4 and abuts against the upper wing plate of the steel frame beam, and the unit longitudinal support 31 at the bottom end abuts against one end of the bottom of the steel frame beam. Therefore, the whole supporting height of the longitudinal supports 3 can be adjusted through the number of the unit longitudinal supports 31, the connecting positions and the like, and the construction support of floor bearing plates with different heights is adapted.
Further, one end of the unit transverse support 41, which is far away from the first adjusting hole 42, is provided with a first connecting hole 43, one end of the unit longitudinal support 31, which is close to the unit transverse support 41, is provided with a second connecting hole 32, and the second fastening member 7 penetrates through the first connecting hole 43 and the second connecting hole 32, and the corresponding unit transverse support and the unit longitudinal support are fastened through the second fastening member 7.
In the present embodiment, the first coupling hole 43 of the one unit lateral support 41 adjacent to the longitudinal support 3 is overlapped with the second coupling hole 32 of the upper unit longitudinal support 31 and coupled through the second fastener 7. The second fastening member 7 is a bolt and is fastened by a nut. In concrete, the first connection hole 43 and the second connection hole 32 are respectively opened in parallel to enhance the connection strength.
Furthermore, one end of the unit longitudinal support 31 far away from the second connecting hole 32 is provided with a second adjusting hole 33, the unit longitudinal supports 31 are connected through the second adjusting hole 33, and the length of the support is micro-adjusted through the connection between the two second adjusting holes 33. In the present embodiment, the second regulation hole 33 is a long hole extending along the longitudinal support 3 and opened at a middle position of the unit longitudinal support 31.
In the present embodiment, in order to ensure the supporting strength of the transverse support 4, the transverse support 4 comprises two unit transverse supports 41 between the two steel frame beams, opposite ends of the two unit transverse supports 41 are connected through the first adjusting hole 42, and the other ends departing from the two unit transverse supports are respectively connected to the two longitudinal supports 3.
In the specific implementation process, the transverse supports 4 and the longitudinal supports 3 are both of channel steel structures. In this embodiment, the outer side surface of the waist portion of the channel steel structure is defined as a back surface. Thus, when the lateral brace 4 and the vertical brace 3 are connected, the back surfaces of the two are abutted against each other and then fastened. Of course, the unit lateral supports 41 and the unit longitudinal supports 31 are fastened together with their back surfaces abutting against each other.
The above is only the optional embodiment of the present invention, and not the scope of the present invention is limited thereby, all the equivalent structure changes made by the contents of the specification and the drawings are utilized under the inventive concept of the present invention, or the direct/indirect application in other related technical fields is included in the patent protection scope of the present invention.
Claims (10)
1. The utility model provides a steel bar truss building carrier plate supporting component for building carrier plate construction between two steel frame roof beams supports, a serial communication port, the steel frame roof beam is the I-steel roof beam, the I-steel roof beam includes two relative pterygoid lamina that set up and connects two the connecting plate of pterygoid lamina, supporting component includes:
the longitudinal support is abutted between the two wing plates of the steel frame beam;
the horizontal support is connected between the two vertical supports in a crossing mode and located below the floor support plate so as to be used for supporting the floor support plate in the vertical direction, the horizontal support comprises at least two unit horizontal supports which are sequentially and movably connected, each unit horizontal support is provided with a first adjusting hole, the first adjusting hole is connected with a first fastener, the two unit horizontal supports are connected through the first adjusting hole, the adjustment of the supporting length of the horizontal support is realized by adjusting the overlapping length of the two adjacent unit horizontal supports through adjusting the unit horizontal supports, the two adjacent unit horizontal supports are fastened through the first fastener, and one of the unit horizontal supports, which is close to the vertical support, is also connected with the vertical support.
2. The steel bar truss floor deck support assembly of claim 1, wherein a support bar is further disposed between the floor deck bottom and the lateral support, the lateral support is abutted against the floor deck bottom through the support bar, and the support bar is disposed along the length direction of the steel frame beam.
3. The steel bar truss floor deck support assembly of claim 1 wherein the longitudinal support comprises two unit longitudinal supports connected in series, one of the unit longitudinal supports being connected to the transverse support and abutting the upper wing of the steel frame beam and the other of the unit longitudinal supports abutting the bottom wing of the steel frame beam.
4. The steel bar truss floor deck support assembly as claimed in claim 3, wherein a first connection hole is formed at an end of the unit transverse support far from the first adjustment hole, a second connection hole is formed at an end of the unit longitudinal support near the unit transverse support, a second fastening member passes through the first connection hole and the second connection hole, and the corresponding unit transverse support and the unit longitudinal support are fastened by the second fastening member.
5. The steel bar truss floor deck support assembly of claim 4, wherein one end of the unit longitudinal supports, which is far away from the second connecting hole, is provided with a second adjusting hole, the unit longitudinal supports are connected through the second adjusting hole, and the support length is adjusted through the second adjusting hole.
6. The steel bar truss floor deck support assembly of claim 1, wherein the transverse support comprises two unit transverse supports, one ends of the two unit transverse supports provided with the first adjusting holes are movably connected, and the other ends of the two unit transverse supports are respectively connected with the corresponding longitudinal supports.
7. The steel bar truss floor deck support assembly of any one of claims 1-6 wherein the lateral supports and the longitudinal supports are channel steel structures.
8. The steel bar truss floor deck support assembly of claim 1, wherein two parallel first adjustment holes are disposed side-by-side on the unit cross brace.
9. The steel bar truss floor deck support assembly of claim 5, wherein the first adjustment aperture and the second adjustment aperture are both elongated apertures.
10. The steel bar truss floor deck support assembly of claim 2 wherein the support bars are angle steel structures to transmit the pressure of the floor deck to the lateral supports.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220351142.2U CN217420653U (en) | 2022-02-21 | 2022-02-21 | Steel bar truss floor support plate supporting assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220351142.2U CN217420653U (en) | 2022-02-21 | 2022-02-21 | Steel bar truss floor support plate supporting assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217420653U true CN217420653U (en) | 2022-09-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220351142.2U Active CN217420653U (en) | 2022-02-21 | 2022-02-21 | Steel bar truss floor support plate supporting assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217420653U (en) |
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- 2022-02-21 CN CN202220351142.2U patent/CN217420653U/en active Active
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