CN211172621U - Steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure - Google Patents
Steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure Download PDFInfo
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- CN211172621U CN211172621U CN201921845976.3U CN201921845976U CN211172621U CN 211172621 U CN211172621 U CN 211172621U CN 201921845976 U CN201921845976 U CN 201921845976U CN 211172621 U CN211172621 U CN 211172621U
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Abstract
The utility model provides a steel bar truss building carrier plate and cast-in-place concrete roof beam combination formula superstructure structure to the support frame of reinforced concrete beam template both sides and stride the well support frame for depending on, steel bar truss building carrier plate is laid in the installation, steel bar truss building carrier plate is laid and is accomplished the back, through last chord connecting piece, with reinforced concrete beam steel bar framework's beam reinforcing bar and the last chord steel bar connection of steel bar truss building carrier plate, and lay with reinforced concrete truss building carrier plate upper and lower chord direction vertically building carrier plate connecting piece, make reinforced concrete beam steel bar framework and steel bar truss building carrier plate form wholly, alright disposable pouring roof beam concrete. The utility model discloses a steel bar truss building carrier plate can improve fabricated construction with cast-in-place concrete beam combination formula superstructure structure and use, reduces loaded down with trivial details processes such as on-the-spot template assembly, form removal, improves floor efficiency of construction greatly, promotes fabricated construction's development, design benefit, and the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
Description
Technical Field
The utility model relates to a construction technical field, in particular to building carrier plate and concrete beam construction technical field specifically indicate a steel bar truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure.
Background
In the construction field, along with assembled building's heavily promoting, steel bar truss building carrier plate is arranged in the steel construction usually, and steel bar truss building carrier plate is laid on girder steel upper portion, fixes through peg and girder steel. However, steel structure projects are often high in manufacturing cost and large in installation difficulty.
Meanwhile, in the current building field, more building structure systems are still concrete frame structures, construction of concrete structures requires assembling and using a large number of battens and templates on construction sites, and complex procedures such as binding and removing a large number of reinforcing steel bars are also performed before and after floor slab pouring is completed, so that popularization and development of prefabricated buildings are not facilitated.
Therefore, it is desirable to provide a floor system structure, which can improve the application of the fabricated building, reduce the complicated processes of assembling and disassembling the templates on site, greatly improve the construction efficiency of the floor slab, and promote the development of the fabricated building.
SUMMERY OF THE UTILITY MODEL
In order to overcome the shortcoming among the above-mentioned prior art, an object of the utility model is to provide a steel bar truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure, it can improve the fabricated construction and use, reduces loaded down with trivial details processes such as on-the-spot template is assembled, the form removal, improves floor efficiency of construction greatly, promotes the development of fabricated construction, is suitable for extensive popularization and application.
Another object of the utility model is to provide a steel bar truss building carrier plate and cast-in-place concrete roof beam combination formula superstructure structure, its design benefit, the structure is succinct, and it is simple and convenient to make, and is with low costs, is suitable for extensive popularization and application.
For reaching above purpose, the utility model discloses a steel bar truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure, its characteristics are, including left steel bar truss building carrier plate, right steel bar truss building carrier plate, reinforced concrete beam steel skeleton, last quarter connecting piece, roof beam left side template, roof beam right side template, roof beam left branch strut, roof beam right branch strut, roof beam bottom strut, left side support frame in striding, right side support frame in striding, horizontal drawknot spare, connecting piece on the left side building carrier plate, connecting piece under right side building carrier plate and the connecting piece under the right side building carrier plate, wherein:
the beam left template and the beam right template are oppositely arranged left and right, the lower end of the beam left template and the lower end of the beam right template are both arranged on the beam bottom template, the beam left support frame is positioned on the left side of the beam left template, the beam right support frame is positioned on the right side of the beam right template, the beam bottom template is supported on the beam bottom support frame, the left midspan support frame is positioned on the left side of the beam left support frame, the right midspan support frame is positioned on the right side of the beam right support frame, and the left midspan support frame and the beam left support frame, the beam left support frame and the beam bottom support frame, the beam bottom support frame and the beam right support frame, and the beam right support frame and the right midspan support frame are respectively tied through the transverse tie pieces;
the left steel bar truss floor bearing plate and the right steel bar truss floor bearing plate are arranged along the left-right direction, the right end of the left steel bar truss floor bearing plate is supported on the beam left template and the beam left support frame, the middle of the left steel bar truss floor bearing plate is supported on the left span middle support frame, the left end of the right steel bar truss floor bearing plate is supported on the beam right template and the beam right support frame, the middle of the right steel bar truss floor bearing plate is supported on the right span middle support frame, and the reinforced concrete beam steel bar framework is arranged along the front-back direction, is positioned between the beam left template and the beam right template, is positioned between the right end of the left steel bar truss floor bearing plate and the left end of the right steel bar truss floor bearing plate and is supported on the beam bottom template;
the left steel bar truss floor bearing plate is provided with a left upper chord steel bar and a left lower chord steel bar, the right steel bar truss floor bearing plate is provided with a right upper chord steel bar and a right lower chord steel bar, the upper chord connecting piece and the lower chord connecting piece are arranged along the left-right direction, the upper chord connecting piece is respectively connected with the left upper chord steel bar, the beam steel bar of the reinforced concrete beam steel reinforcement framework and the right upper chord steel bar, and the lower chord connecting piece is respectively connected with the left lower chord steel bar, the beam steel bar and the right lower chord steel bar;
the left floor bearing plate upper connecting piece and the left floor bearing plate lower connecting piece are arranged along the front-back direction and are respectively connected with the left upper chord steel bar and the left lower chord steel bar, and the right floor bearing plate upper connecting piece and the right floor bearing plate lower connecting piece are arranged along the front-back direction and are respectively connected with the right upper chord steel bar and the right lower chord steel bar.
Preferably, the upper chord connecting piece is an upper chord connecting steel bar.
Preferably, the lower chord connecting piece is a lower chord connecting steel bar.
Preferably, the transverse drawknot member is a transverse drawknot steel pipe.
Preferably, the connecting piece on the left floor bearing plate is a connecting plate rib on the left floor bearing plate.
Preferably, the left floor support plate lower connecting piece is a left floor support plate lower connecting plate rib.
Preferably, the connecting piece on the right floor bearing plate is a connecting plate rib on the right floor bearing plate.
Preferably, the lower connecting piece of the right floor bearing plate is a lower connecting plate rib of the right floor bearing plate.
Preferably, the distance between the beam left supporting frame and the beam left template is less than or equal to 500 mm.
Preferably, the distance between the beam right supporting frame and the beam right template is less than or equal to 500 mm.
The beneficial effects of the utility model mainly lie in:
1. the utility model relates to a steel bar truss floor support plate and cast-in-place concrete beam combined floor structure, which is based on the support frames at the two sides of the reinforced concrete beam template and the mid-span support frame, the steel bar truss floor support plate is installed and laid, after the laying of the steel bar truss floor support plate is completed, the beam steel bars of the reinforced concrete beam steel bar framework are connected with the upper chord steel bars and the lower chord steel bars of the reinforced truss floor bearing plate through the upper chord connecting piece and the lower chord connecting piece, and laying the floor bearing plate upper and lower connecting pieces vertical to the upper and lower chord directions of the steel bar truss floor bearing plate to integrate the steel bar skeleton of the reinforced concrete beam and the steel bar truss floor bearing plate, and pouring the beam plate concrete at one time, therefore, the method can improve the application of the fabricated building, reduce the complicated processes of assembling and disassembling the template on site and the like, greatly improve the construction efficiency of the floor slab, promote the development of the fabricated building and be suitable for large-scale popularization and application.
2. The utility model discloses a steel bar truss building carrier plate and cast-in-place concrete roof beam combination formula superstructure structure use the support frame of steel bar concrete beam template both sides and stride the well support frame for relying on, steel bar truss building carrier plate is laid in the installation, steel bar truss building carrier plate is laid and is accomplished the back, through last quarter connecting piece and last quarter connecting piece, with the beam reinforcing bar of reinforced concrete beam steel bar skeleton and the last quarter steel bar connection of steel bar truss building carrier plate, and lay with steel bar truss building carrier plate last and last connecting piece of last quarter direction vertically, make reinforced concrete beam steel bar skeleton and steel bar truss building carrier plate form wholly, alright disposable roof beam slab concrete of pouring, therefore, the design is ingenious, the structure is succinct, it is simple and convenient to make, and low in cost, be.
These and other objects, features and advantages of the present invention will become more fully apparent from the following detailed description, the accompanying drawings and the appended claims, wherein like reference numerals refer to corresponding parts throughout the several views, and wherein like reference numerals refer to like parts throughout the several views.
Drawings
Fig. 1 is a partial schematic view of the steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure according to a specific embodiment of the present invention.
FIG. 2 is a front partially enlarged schematic view of the embodiment shown in FIG. 1.
(symbol description)
1, a left steel bar truss floor bearing plate; 2, a right steel bar truss floor bearing plate; 3 reinforcing steel bar frameworks of the reinforced concrete beams; 4, a connecting piece for winding; 5, a lower chord connecting piece; 6, a left beam template; 7, a right beam template; 8, beam bottom templates; 9 beam left support frame; 10-beam right support frame; 11 a beam bottom support frame; 12 left midspan support; 13 beams of steel reinforcement; 14 transverse pull ties; 15 connecting pieces on the left floor bearing plate; 16 left floor deck lower connectors; 17 connecting piece on the right floor support plate; 18 lower connecting piece of right floor bearing plate; 19 left upper chord rebar; 20 left lower chord steel bars; 21 right upper chord steel bars; 22 right bottom chord rebar.
Detailed Description
In order to clearly understand the technical contents of the present invention, the following embodiments are specifically illustrated in detail.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Please see fig. 1-2 in the embodiment of the utility model, the utility model discloses a steel bar truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure includes left steel bar truss building carrier plate 1, right steel bar truss building carrier plate 2, reinforced concrete beam steel skeleton 3, last chord connecting piece 4, last chord connecting piece 5, roof beam left side template 6, roof beam right side template 7, roof beam bottom template 8, roof beam left branch strut 9, roof beam right branch strut 10, roof beam bottom strut 11, a left side is striden well support frame 12, right side is striden well support frame (not shown in the figure), horizontal drawknot piece 14, left side building carrier plate upper junction piece 15, left side building carrier plate lower junction piece 16, right side building carrier plate upper junction piece 17 and right building carrier plate lower junction piece 18, wherein:
the beam left formwork 6 and the beam right formwork 7 are oppositely arranged left and right, the lower end of the beam left formwork 6 and the lower end of the beam right formwork 7 are both arranged on the beam bottom formwork 8, the beam left support frame 9 is positioned on the left side of the beam left formwork 6, the beam right support frame 10 is positioned on the right side of the beam right formwork 7, the beam bottom formwork 8 is supported on the beam bottom support frame 11, the left midspan support frame 12 is positioned on the left side of the beam left support frame 9, the right midspan support frame is positioned on the right side of the beam right support frame 10, the left midspan support frame 12 and the beam left support frame 9, the beam left support frame 9 and the beam bottom support frame 11, the beam bottom support frame 11 and the beam right support frame 10, and the beam right midspan support frame 10 are all tied through the transverse tie members 14;
the left steel bar truss floor bearing plate 1 and the right steel bar truss floor bearing plate 2 are arranged along the left-right direction, the right end of the left steel bar truss floor bearing plate 1 is supported on the beam left template 6 and the beam left support frame 9, the middle of the left steel bar truss floor bearing plate 1 is supported on the left span middle support frame 12, the left end of the right steel bar truss floor bearing plate 2 is supported on the beam right template 7 and the beam right support frame 10, the middle of the right steel bar truss floor bearing plate 2 is supported on the right span middle support frame, and the reinforced concrete beam steel bar framework 3 is arranged along the front-back direction and is positioned between the beam left template 6 and the beam right template 7 and between the right end of the left steel bar truss floor bearing plate 1 and the left end of the right steel bar truss floor bearing plate 2 and is supported on the beam bottom template 8;
the left steel bar truss floor bearing plate 1 is provided with a left upper chord steel bar 19 and a left lower chord steel bar 20, the right steel bar truss floor bearing plate 2 is provided with a right upper chord steel bar 21 and a right lower chord steel bar 22, the upper chord connecting piece 4 and the lower chord connecting piece 5 are arranged along the left-right direction, the upper chord connecting piece 4 is respectively connected with the left upper chord steel bar 19, the beam steel bar 13 of the reinforced concrete beam steel bar framework 3 and the right upper chord steel bar 21, and the lower chord connecting piece 5 is respectively connected with the left lower chord steel bar 20, the beam steel bar 13 and the right lower chord steel bar 22;
the left floor bearing plate upper connecting piece 15 and the left floor bearing plate lower connecting piece 16 are arranged along the front-back direction and are respectively connected with the left upper chord steel bar 19 and the left lower chord steel bar 20, and the right floor bearing plate upper connecting piece 17 and the right floor bearing plate lower connecting piece 18 are arranged along the front-back direction and are respectively connected with the right upper chord steel bar 21 and the right lower chord steel bar 22.
The upper chord connecting piece 4 may be any suitable upper chord connecting piece, and in an embodiment of the present invention, the upper chord connecting piece 4 is an upper chord connecting steel bar.
The lower chord connector 5 may be any suitable lower chord connector, and in an embodiment of the present invention, the lower chord connector 5 is a lower chord connecting steel bar.
The transverse tie 14 may be any suitable transverse tie, and in one embodiment of the present invention, the transverse tie 14 is a transverse steel tube.
Left side building carrier plate is gone up connecting piece 15 can be any suitable left side building carrier plate and is gone up connecting piece the utility model discloses a particular embodiment, left side building carrier plate is gone up connecting plate muscle for left side building carrier plate to connecting piece 15.
Left side building carrier plate is connecting piece 16 under can be any suitable left side building carrier plate in the embodiment of the utility model, left side building carrier plate is connecting plate muscle under connecting piece 16 is left side building carrier plate.
Connecting piece 17 can be any suitable connecting piece on the right building carrier plate in the embodiment of the utility model, connecting piece 17 is the connecting plate muscle on the right building carrier plate.
The right riser plate lower connector 18 can be any suitable right riser plate lower connector, and the right riser plate lower connector 18 is a right riser plate lower connector web.
The distance between the beam left supporting frame 9 and the beam left template 6 can be determined according to requirements, and preferably, the distance between the beam left supporting frame 9 and the beam left template 6 is less than or equal to 500 mm. In a specific embodiment of the present invention, the distance between the beam left supporting frame 9 and the beam left formwork 6 is 400 mm.
The distance between the beam right supporting frame 10 and the beam right template 7 can be determined according to needs, and preferably, the distance between the beam right supporting frame 10 and the beam right template 7 is less than or equal to 500 mm. In a specific embodiment of the present invention, the distance between the beam right supporting frame 10 and the beam right formwork 7 is 400 mm.
Will now the utility model discloses a rib truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure assembling process brief follows:
firstly, a beam bottom support frame 11 and a beam bottom template 8 are erected according to the position of a reinforced concrete beam, a beam left template 6, a beam right template 7, a beam left support frame 9 and a beam right support frame 10 are installed after a beam reinforcement 13 is bound to form a reinforced concrete beam reinforcement framework 3, and the beam left support frame 9, the beam bottom support frame 11 and the beam right support frame 10 are tied to form a whole, so that the stability is improved.
After the beam left template 6, the beam right template 7, the beam left support frame 9 and the beam right support frame 10 are installed, temporary supports, namely a left midspan support frame 12 and a right midspan support frame, are additionally arranged in midspan areas of the left steel bar truss floor bearing plate 1 and the right steel bar truss floor bearing plate 2, the left midspan support frame 12 and the right midspan support frame are respectively tied with the beam left support frame 9 and the beam right support frame 10, the whole is formed, and the stability is improved.
A left beam supporting frame 9 and a right beam supporting frame 10 on two sides of the reinforced concrete beam template, a left midspan supporting frame 12 and a right midspan supporting frame are used as supports, and a left steel bar truss floor bearing plate 1 and a right steel bar truss floor bearing plate 2 are installed and laid.
After the left steel bar truss floor bearing plate 1 and the right steel bar truss floor bearing plate 2 are laid, the beam steel bars 13 of the reinforced concrete beam steel bar framework 3 are connected with the left upper chord steel bars 19 of the left steel bar truss floor bearing plate 1 and the right upper chord steel bars 21 of the right steel bar truss floor bearing plate 2 through the upper chord connecting pieces 4, the beam steel bars 13 are connected with the left lower chord steel bars 20 of the left steel bar truss floor bearing plate 1 and the right lower chord steel bars 22 of the right steel bar truss floor bearing plate 2 through the lower chord connecting pieces 5, and the left floor bearing plate upper connecting pieces 15 and the left floor bearing plate lower connecting pieces 16 which are perpendicular to the upper-lower chord direction of the left steel bar truss floor bearing plate 1 and the right floor bearing plate upper connecting pieces 17 and the right floor bearing plate lower connecting pieces 18 which are perpendicular to the upper-lower chord direction of. Make reinforced concrete roof beam framework of steel reinforcement 3 and left steel bar truss building carrier plate 1 and right steel bar truss building carrier plate 2 form wholly, alright disposable beam slab concrete of pouring.
Therefore, the utility model discloses the use is in the construction field, and through steel bar truss building carrier plate's batch production processing, it is used to improve assembly type structure. The characteristics that the steel bar truss floor bearing plate can bear construction load are relied on, the template function is completely replaced, and the complex procedures of assembling and disassembling the template on site are reduced. Meanwhile, the steel bar truss floor bearing plate is provided with upper chord steel bars and lower chord steel bars, and concrete can be poured only by connecting the reinforced concrete beam steel bar framework with the upper chord steel bars and the lower chord steel bars of the steel bar truss floor bearing plate on a construction site and laying the upper connecting piece and the lower connecting piece of the floor bearing plate. The construction efficiency of the floor slab can be greatly improved, and the development of the fabricated building is promoted.
To sum up, the utility model discloses a steel bar truss building carrier plate can improve the assembly type structure with cast-in-place concrete roof beam combination formula superstructure structure and use, reduces loaded down with trivial details processes such as on-the-spot template is assembled, the form removal, improves floor efficiency of construction greatly, promotes the development of assembly type structure, design benefit, and the structure is succinct, makes portably, and is with low costs, is suitable for extensive popularization and application.
Therefore, the purpose of the utility model is completely and effectively realized. The functional and structural principles of the present invention have been shown and described in the embodiments, and the embodiments may be modified without departing from the principles. Therefore, the present invention includes all modifications within the spirit and scope of the appended claims.
Claims (10)
1. The utility model provides a steel bar truss building carrier plate and cast-in-place concrete beam combination formula superstructure structure, a serial communication port, including left steel bar truss building carrier plate, right steel bar truss building carrier plate, reinforced concrete beam steel skeleton, last quarter connecting piece, roof beam left side template, roof beam right side template, roof beam die block, roof beam left branch strut, roof beam right branch strut, roof beam bottom strut, left mid-span support frame, right mid-span support frame, horizontal drawknot piece, left building carrier plate upper junction spare, left building carrier plate lower junction spare, right building carrier plate upper junction spare and right building carrier plate lower junction spare, wherein:
the beam left template and the beam right template are oppositely arranged left and right, the lower end of the beam left template and the lower end of the beam right template are both arranged on the beam bottom template, the beam left support frame is positioned on the left side of the beam left template, the beam right support frame is positioned on the right side of the beam right template, the beam bottom template is supported on the beam bottom support frame, the left midspan support frame is positioned on the left side of the beam left support frame, the right midspan support frame is positioned on the right side of the beam right support frame, and the left midspan support frame and the beam left support frame, the beam left support frame and the beam bottom support frame, the beam bottom support frame and the beam right support frame, and the beam right support frame and the right midspan support frame are respectively tied through the transverse tie pieces;
the left steel bar truss floor bearing plate and the right steel bar truss floor bearing plate are arranged along the left-right direction, the right end of the left steel bar truss floor bearing plate is supported on the beam left template and the beam left support frame, the middle of the left steel bar truss floor bearing plate is supported on the left span middle support frame, the left end of the right steel bar truss floor bearing plate is supported on the beam right template and the beam right support frame, the middle of the right steel bar truss floor bearing plate is supported on the right span middle support frame, and the reinforced concrete beam steel bar framework is arranged along the front-back direction, is positioned between the beam left template and the beam right template, is positioned between the right end of the left steel bar truss floor bearing plate and the left end of the right steel bar truss floor bearing plate and is supported on the beam bottom template;
the left steel bar truss floor bearing plate is provided with a left upper chord steel bar and a left lower chord steel bar, the right steel bar truss floor bearing plate is provided with a right upper chord steel bar and a right lower chord steel bar, the upper chord connecting piece and the lower chord connecting piece are arranged along the left-right direction, the upper chord connecting piece is respectively connected with the left upper chord steel bar, the beam steel bar of the reinforced concrete beam steel reinforcement framework and the right upper chord steel bar, and the lower chord connecting piece is respectively connected with the left lower chord steel bar, the beam steel bar and the right lower chord steel bar;
the left floor bearing plate upper connecting piece and the left floor bearing plate lower connecting piece are arranged along the front-back direction and are respectively connected with the left upper chord steel bar and the left lower chord steel bar, and the right floor bearing plate upper connecting piece and the right floor bearing plate lower connecting piece are arranged along the front-back direction and are respectively connected with the right upper chord steel bar and the right lower chord steel bar.
2. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the upper chord connecting member is an upper chord connecting steel bar.
3. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the lower chord connecting member is a lower chord connecting steel bar.
4. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the transverse tie member is a transverse tie steel pipe.
5. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the left floor deck upper connector is a left floor deck upper connector stud.
6. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the left floor deck lower connecting member is a left floor deck lower connecting plate rib.
7. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the connecting member on the right floor deck is a connecting plate rib on the right floor deck.
8. The steel bar truss floor deck and cast-in-place concrete beam composite floor system structure as claimed in claim 1, wherein the right floor deck lower connecting member is a right floor deck lower connecting plate rib.
9. The steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure as claimed in claim 1, wherein the distance between the beam left support frame and the beam left formwork is less than or equal to 500 mm.
10. The steel bar truss floor deck and cast-in-place concrete beam combined floor system structure as claimed in claim 1, wherein the distance between the beam right support frame and the beam right formwork is less than or equal to 500 mm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921845976.3U CN211172621U (en) | 2019-10-30 | 2019-10-30 | Steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921845976.3U CN211172621U (en) | 2019-10-30 | 2019-10-30 | Steel bar truss floor support plate and cast-in-place concrete beam combined floor system structure |
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| CN211172621U true CN211172621U (en) | 2020-08-04 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
| CN114232789A (en) * | 2021-12-31 | 2022-03-25 | 中冶天工集团有限公司 | Connecting structure of steel bar truss floor bearing plate and reinforced concrete wall and construction method |
-
2019
- 2019-10-30 CN CN201921845976.3U patent/CN211172621U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
| CN114232789A (en) * | 2021-12-31 | 2022-03-25 | 中冶天工集团有限公司 | Connecting structure of steel bar truss floor bearing plate and reinforced concrete wall and construction method |
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