CN220167509U - Supporting device for steel bar truss floor supporting plate and concrete beam end - Google Patents
Supporting device for steel bar truss floor supporting plate and concrete beam end Download PDFInfo
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- CN220167509U CN220167509U CN202321717950.7U CN202321717950U CN220167509U CN 220167509 U CN220167509 U CN 220167509U CN 202321717950 U CN202321717950 U CN 202321717950U CN 220167509 U CN220167509 U CN 220167509U
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- steel bar
- supporting
- concrete beam
- bar truss
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 239000004567 concrete Substances 0.000 title claims abstract description 52
- 239000002023 wood Substances 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims 4
- 238000010276 construction Methods 0.000 description 20
- 238000000034 method Methods 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000007306 turnover Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a support device for the ends of a steel bar truss floor support plate and a concrete beam, which comprises a first support assembly, a second support assembly and a third support assembly, wherein the first support assembly comprises a support frame, a longitudinal support and a transverse support, and the longitudinal support and the transverse support are respectively longitudinally and transversely arranged at the top of the support frame; the second support component comprises a fixing piece, a beam side transverse support and a beam side longitudinal support, the beam side longitudinal support and the beam side transverse support are respectively longitudinally and transversely arranged on the side surface of the concrete beam, and the beam side transverse support and the beam side longitudinal support are fixedly connected through the fixing piece; the third support assembly comprises a support square timber and a vertical support, wherein the support square timber is arranged at the top of the vertical support, and the vertical support is arranged at the outer side of the beam side longitudinal support of the second support assembly; the utility model provides a brand new supporting device which is convenient to construct.
Description
Technical Field
The utility model relates to the technical field of supporting devices, in particular to a supporting device for a steel bar truss floor deck and a concrete beam end.
Background
Trusses formed by connecting steel bars with upper chords, lower chords and web members through resistance spot welding are called steel bar trusses. The combined bearing plate formed by connecting the steel bar truss and the bottom plate through resistance spot welding is called a steel bar truss floor bearing plate. The steel bar truss floor support plate has the following advantages: the method realizes mechanized production, is favorable for uniform arrangement spacing of the reinforcing steel bars and uniform thickness of the concrete protective layer, and improves the construction quality of the floor slab. The assembled steel bar truss floor carrier plate can obviously reduce the field steel bar binding engineering quantity, quicken the construction progress, increase the construction safety guarantee and realize civilized construction. The assembly type template and the connecting piece are convenient to assemble and disassemble, can be repeatedly utilized, saves steel materials, and meets the national energy-saving and environment-friendly requirements. The automatic production equipment for the self-developed steel structure is greatly improved in labor productivity, the product cost is effectively reduced, and the standards, the design manual and the node construction drawing set and the construction manual of a product manufacturing enterprise are compiled. The product passes through the civil engineering test center of Zhejiang university for detection, and various performances can meet the requirements of bearing capacity and deformation of cast-in-situ reinforced concrete floor slabs through various engineering applications.
At present, steel bar truss building carrier plates are widely used in steel structure buildings, the steel bar truss building carrier plates are generally fixedly connected with steel beams through bolts, and the steel bar truss building carrier plates and the end support of the concrete beams generally need to be erected again from the ground to form a frame body and square timber (no connection with the concrete beam support templates and the frames), or customized steel components are adopted to be fixedly used with the concrete beam templates. The method in the prior art wastes raw materials and labor, the material turnover use is unchanged, and the disadvantage is more obvious when the number of single buildings is large, so that the method is unfavorable for rapid and convenient construction.
Disclosure of Invention
The utility model provides a simple supporting device, which can effectively overcome the defects of traditional construction, improves the turnover utilization rate of materials, ensures the construction progress, only depends on steel pipes, square timbers and the like used by a concrete beam for supporting, does not need to newly erect a frame body, square timbers and steel components, and supports the construction simultaneously along with the supporting construction of the concrete beam, shortens the construction period, realizes quick and efficient construction and saves the cost.
The utility model adopts the following technical scheme for realizing the purposes:
the utility model provides a support device for a steel bar truss floor support plate and the end part of a concrete beam, which comprises a first support component, a second support component and a third support component, wherein the steel bars of the concrete beam are tied up and arranged on the first support component, the second support component is fixed on the side surface of the steel bar of the concrete beam, and the steel bar truss floor support plate is arranged on the third support component; the first support component comprises a support frame, a longitudinal support and a transverse support, and the longitudinal support and the transverse support are respectively longitudinally and transversely arranged at the top of the support frame; the second support component comprises a fixing piece, a beam side transverse support and a beam side longitudinal support, the beam side longitudinal support and the beam side transverse support are respectively longitudinally and transversely arranged on the side surface of the concrete beam, which is bound by the steel bars, and the beam side transverse support and the beam side longitudinal support are fixedly connected through the fixing piece; the third supporting component comprises a supporting square timber and a vertical support, wherein the supporting square timber is arranged at the top of the vertical support, and the vertical support is arranged at the outer side of the beam side longitudinal support of the second supporting component.
Preferably, the fixing member includes a through beam bolt.
Preferably, the concrete beam further comprises a beam bottom template and a side template, wherein the beam bottom template and the side template are respectively arranged on the bottom surface and the side surface of the concrete beam, which are tied by the reinforcing steel bars.
Preferably, the longitudinal support and the transverse support are both square timber.
Preferably, the beam side is laterally supported as a square timber.
Preferably, the beam side longitudinal support is a steel tube.
Preferably, the beam bottom template and the side templates are made of wood.
The application method of the supporting device for the end parts of the steel bar truss floor support plate and the concrete beam is briefly summarized as follows:
s1, firstly erecting a support frame, then arranging transverse supports and longitudinal supports on the support frame in a criss-cross manner, and then placing a beam bottom template on the longitudinal supports;
s2, binding concrete beam steel bars;
s3, liang Ce transverse supports and Liang Ce longitudinal supports are fixedly arranged on the side surfaces of the concrete beam reinforcement through fixing pieces, and side templates are arranged between the beam side transverse supports and Liang Ce longitudinal supports and the concrete beam reinforcement;
s4, installing a vertical support, and paving a support square timber for fixing;
s5, installing the steel bar truss floor support plate to complete integral paving.
Compared with the prior art, the utility model has the beneficial effects and remarkable progress that:
1. according to the support device for the end parts of the steel bar truss floor support plate and the concrete beam, the steel pipes, the square timber and the like used by the original support system are directly used, so that materials are saved;
2. the support device for the end parts of the steel bar truss floor support plate and the concrete beam is constructed simultaneously with a concrete beam template support system (a third support assembly) and a concrete beam support system (a first support assembly and a second support assembly) so as to accelerate construction progress;
3. the supporting device for the end parts of the steel bar truss floor supporting plate and the concrete beam can be directly reused, and the material saving effect is more obvious when the number of single buildings is large.
Drawings
In order to more clearly illustrate the technical solution of the present utility model, a brief description will be given below of the drawings that are required to be used for the embodiments of the present utility model.
It is obvious that the drawings in the following description are only drawings of some embodiments of the present utility model, and that other drawings may be obtained from these drawings without inventive faculty for a person skilled in the art, but these other drawings also fall within the drawings required for the embodiments of the present utility model.
Fig. 1 is an installation sectional view of a supporting device of a steel bar truss floor deck and an end portion of a concrete beam according to embodiment 1 of the present utility model;
fig. 2 is an installation side view of a supporting device for a steel bar truss floor deck and an end portion of a concrete beam according to embodiment 1 of the present utility model;
reference numerals: 1. the steel bar truss building carrier plate, 2, support square timber, 3, mounting, 4, support frame, 5, vertical support, 6, vertical support, 7, horizontal support, 8, beam side horizontal support, 9, concrete beam, 10, beam side vertical support, 11.1, bottom template, 11.2, side template.
Detailed Description
In order to make the objects, technical solutions, beneficial effects and significant improvements of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the drawings provided in the embodiments of the present utility model.
It is apparent that all of the described embodiments are only some, but not all, embodiments of the utility model; all other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that the terms "first," "second," and "third" (if any) in the description and claims of the present utility model and the drawings of the embodiments of the present utility model are used merely for distinguishing between different objects and not for describing a particular sequential order. Furthermore, the terms "comprise," "include," and any variations thereof, are intended to cover a non-exclusive inclusion. For example, a process, method, system, article, or apparatus that comprises a list of steps or elements is not limited to only those listed steps or elements but may include other steps or elements not listed or inherent to such process, method, article, or apparatus.
It is to be understood that:
in the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected or movably connected, or integrally formed; either directly, indirectly, through intermediaries, or through an intangible signal connection, or even optically, in communication with one another, or in interaction with one another, unless expressly defined otherwise.
The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
It should also be noted that the following embodiments may be combined with each other, and the same or similar concepts or processes may not be described in detail in some embodiments.
The following describes the technical scheme of the present utility model in detail by using specific examples.
Example 1
1-2, a supporting device for a steel bar truss floor deck and concrete beam ends is shown, which comprises a first supporting component, a second supporting component and a third supporting component, wherein the steel bar of a concrete beam 9 is tied up on the first supporting component, the second supporting component is fixed on the side surface of the steel bar of the concrete beam 9, and the steel bar truss floor deck 1 is arranged on the third supporting component; the first support component comprises a support frame 4, a longitudinal support 6 and a transverse support 7, wherein the longitudinal support 6 and the transverse support 7 are respectively longitudinally and transversely arranged at the top of the support frame 4; the second support component comprises a fixing piece 3, a beam side transverse support 8 and a beam side longitudinal support 10, the beam side longitudinal support 10 and the beam side transverse support 8 are respectively longitudinally and transversely arranged on the side surface of the concrete beam 9 where the steel bars are bundled, and the beam side transverse support 8 and the beam side longitudinal support 10 are fixedly connected through the fixing piece 3; the third supporting component comprises a supporting square timber 2 and a vertical supporting 5, wherein the supporting square timber 2 is arranged at the top of the vertical supporting 5, and the vertical supporting 5 is arranged at the outer side of the beam side longitudinal supporting 10 of the second supporting component. The beam bottom template 11.1 and the side template 11.2 are respectively arranged on the bottom surface and the side surface of the reinforced bar bundle of the concrete beam 9.
In this embodiment, the fixing member 3 includes a through-beam bolt.
In this embodiment, the longitudinal supports 6 and the transverse supports 7 are both square timber.
In the present embodiment, the beam-side lateral support 8 is a square lumber.
In the present embodiment, the beam-side longitudinal support 10 is a steel pipe.
In this embodiment, the beam bottom templates 11.1 and the side templates 11.2 are made of wood.
The usage of the supporting device for the end part of the concrete beam and the steel bar truss floor deck of the embodiment is briefly summarized as follows:
s1, firstly erecting a support frame 4, then arranging transverse supports 7 and longitudinal supports 6 on the support frame in a criss-cross manner, and then placing a beam bottom template 11.1 on the longitudinal supports;
s2, binding reinforcing steel bars of the concrete beam 9;
s3, liang Ce transverse supports 8 and beam side longitudinal supports 10 are fastened and installed on the side face of the concrete beam 9 steel bar binding through fixing pieces 3, and side face templates 11.2 are installed between the beam side transverse supports 8, the beam side longitudinal supports 10 and the concrete beam 9 steel bar binding;
s4, installing a vertical support 5, and paving and fixing the support square timber 2;
s5, installing the steel bar truss floor support plate 1 to finish integral paving.
In summary, the design principle of the supporting device for the steel bar truss floor deck and the concrete beam end portion of the embodiment is as follows: the support frame 4, the longitudinal support 6 and the transverse support 7 are fixedly connected to provide a concrete beam bottom support; the fixing piece 3, the beam side transverse support 8 and the beam side vertical support 10 are connected and fastened to provide concrete beam side support; the end part of the steel bar truss floor support plate provides end support for the steel bar truss floor support plate through a support square timber 2 and a vertical support 5 which are added at the bottom; the vertical supports 5 are spaced from the beam side longitudinal support steel 10 and simultaneously reinforce and support the beam side and the steel bar truss floor deck.
The embodiment provides a simple supporting device and a simple supporting method, which can effectively overcome the defects of traditional construction, improve the turnover utilization rate of materials, ensure the construction progress, only rely on steel pipes, square timbers and the like used by a concrete beam for supporting, do not need to newly set up a frame body, square timbers and steel components, and the supported construction is carried out simultaneously with the supporting construction of the concrete beam, so that the construction period is shortened, the rapid and efficient construction is realized, and the cost is saved.
In the description of the above specification:
the terms "this embodiment," "an embodiment of the utility model," "as shown in … …," "further improved embodiments," and the like, mean that a particular feature, structure, material, or characteristic described in the embodiment or example is included in at least one embodiment or example of the utility model; in this specification, a schematic representation of the above terms is not necessarily directed to the same embodiment or example, and the particular features, structures, materials, or characteristics described, etc. may be combined or combined in any suitable manner in any one or more embodiments or examples; furthermore, various embodiments or examples, as well as features of various embodiments or examples, described in this specification may be combined or combined by one of ordinary skill in the art without undue experimentation.
Finally, it should be noted that:
the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting thereof;
although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art will appreciate that modifications may be made to the technical solutions described in the foregoing embodiments, or equivalents may be substituted for some or all of the technical features thereof, without departing from the spirit of the technical solutions of the embodiments of the present utility model, and that insubstantial improvements and modifications or substitutions by one skilled in the art from the disclosure herein are within the scope of the utility model as claimed.
Claims (7)
1. The supporting device is characterized by comprising a first supporting component, a second supporting component and a third supporting component, wherein the first supporting component is arranged on a steel bar bundle of a concrete beam, the second supporting component is fixed on the side surface of the steel bar bundle of the concrete beam, and the steel bar truss floor supporting board is arranged on the third supporting component;
the first support component comprises a support frame, a longitudinal support and a transverse support, and the longitudinal support and the transverse support are respectively longitudinally and transversely arranged at the top of the support frame;
the second support component comprises a fixing piece, a beam side transverse support and a beam side longitudinal support, the beam side longitudinal support and the beam side transverse support are respectively longitudinally and transversely arranged on the side surface of the concrete beam, which is bound by the steel bars, and the beam side transverse support and the beam side longitudinal support are fixedly connected through the fixing piece;
the third supporting component comprises a supporting square timber and a vertical support, wherein the supporting square timber is arranged at the top of the vertical support, and the vertical support is arranged at the outer side of the beam side longitudinal support of the second supporting component.
2. The apparatus of claim 1, wherein the fasteners comprise through-beam bolts.
3. The support device for a steel bar truss floor deck and concrete beam ends of claim 1, further comprising a beam bottom formwork and a side formwork, said beam bottom formwork and said side formwork being disposed on the bottom and side surfaces of the concrete beam, respectively, of the steel bar strapping.
4. The support device for the ends of a steel bar truss floor deck and concrete beams of claim 1, wherein said longitudinal support and said transverse support are square lumber.
5. The steel bar truss floor slab and concrete beam end supporting device according to claim 1, wherein the beam side transverse support is square timber.
6. The steel bar truss floor slab and concrete beam end supporting device according to claim 1, wherein the beam side longitudinal supports are steel pipes.
7. A support device for a steel bar truss floor deck and concrete beam ends as claimed in claim 3 wherein the beam bottom forms and side forms are wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321717950.7U CN220167509U (en) | 2023-07-03 | 2023-07-03 | Supporting device for steel bar truss floor supporting plate and concrete beam end |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321717950.7U CN220167509U (en) | 2023-07-03 | 2023-07-03 | Supporting device for steel bar truss floor supporting plate and concrete beam end |
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| Publication Number | Publication Date |
|---|---|
| CN220167509U true CN220167509U (en) | 2023-12-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321717950.7U Active CN220167509U (en) | 2023-07-03 | 2023-07-03 | Supporting device for steel bar truss floor supporting plate and concrete beam end |
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| Country | Link |
|---|---|
| CN (1) | CN220167509U (en) |
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2023
- 2023-07-03 CN CN202321717950.7U patent/CN220167509U/en active Active
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