CN221193887U - Interlayer floor system with partition function - Google Patents
Interlayer floor system with partition function Download PDFInfo
- Publication number
- CN221193887U CN221193887U CN202322808220.4U CN202322808220U CN221193887U CN 221193887 U CN221193887 U CN 221193887U CN 202322808220 U CN202322808220 U CN 202322808220U CN 221193887 U CN221193887 U CN 221193887U
- Authority
- CN
- China
- Prior art keywords
- steel
- jiaogang
- liang
- floor system
- wall body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000005192 partition Methods 0.000 title claims abstract description 18
- 239000011229 interlayer Substances 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 108
- 239000010959 steel Substances 0.000 claims abstract description 108
- 238000009434 installation Methods 0.000 claims abstract description 11
- 239000011505 plaster Substances 0.000 claims abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 11
- 235000019362 perlite Nutrition 0.000 claims description 11
- 239000010451 perlite Substances 0.000 claims description 11
- 239000000126 substance Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 5
- 239000002344 surface layer Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000011065 in-situ storage Methods 0.000 claims description 3
- 238000009413 insulation Methods 0.000 claims description 2
- 239000000758 substrate Substances 0.000 claims description 2
- 230000004888 barrier function Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 239000004567 concrete Substances 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000000779 smoke Substances 0.000 description 1
- 239000002341 toxic gas Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to the technical field of concrete structure construction, in particular to a partition floor system with a partition function. The technical scheme includes that the wall comprises a wall body, steel beams and steel columns which are arranged in the wall body, wherein the steel beams further comprise middle steel beams and side steel beams, and further comprise a top base plate which is used for being installed and connected with the middle steel beams, the side steel beams and the wall body at different positions; reinforcing steel bars are welded on the periphery of the top base plate; the top plate is characterized in that a plaster Liang Jiaogang is arranged in front of the top plate and the middle steel beam, a stiffening plate is welded on the lower flange of the plaster Liang Jiaogang, and right angle edges on two sides of the stiffening plate are respectively attached to the side edge of the middle steel beam and the lower flange of the plaster beam angle steel. The interlayer floor system adopted by the utility model has the advantages of light structure, flexible installation and use, high plasticity, rapid and simple installation, short construction period and improvement of the installation efficiency of the interlayer floor, and meets the structural requirements of wallboards at various building parts.
Description
Technical Field
The utility model relates to the technical field of concrete structure construction, in particular to a partition floor system with a partition function.
Background
The interlayer floor with the traditional partition function generally adopts a cast-in-situ floor, and the cast-in-situ integral reinforced concrete floor has good integrity and strong shock resistance; the floor slab can be in any irregular shape, and a building designer can play a design creative at will; holes can be reserved according to the needs, and pipelines can be arranged; the reinforcement content of the reinforcement can be adjusted according to different loads, and the reinforcement is suitable for different loads. Meanwhile, the template is required to be large; the construction cost is high; the construction speed is low; the construction site requirement is high; the quality management requirement is high; the maintenance time is long, phenomena such as cracks appear on the site surface easily, heavy weight, poor sound insulation effect, long casting period and inflexible and convenient use exist in the traditional interlayer floor construction process, the problem of personalized requirements of users cannot be met, meanwhile, the technical advantages of the traditional floor construction are reserved, and the interlayer floor system with the partition function is provided to solve the problem.
Disclosure of utility model
The utility model aims at solving the problems in the background art and provides a floor slab system with a partition function.
The technical scheme of the utility model is as follows: the interlayer floor system with the partition function comprises a wall body, steel beams and steel columns, wherein the steel beams and the steel columns are arranged in the wall body, the steel beams also comprise middle steel beams and side steel beams, and the steel beams also comprise a top base plate which is used for being installed and connected with the middle steel beams, the side steel beams and different positions of the wall body;
Reinforcing steel bars are welded on the periphery of the top base plate;
A plaster Liang Jiaogang is arranged in front of the top base plate and the middle steel beam, a stiffening plate is welded on the lower flange of the plaster Liang Jiaogang, right-angle sides of the stiffening plate are respectively attached to the side edge of the middle steel beam and the lower flange of the beam attaching angle steel, and cement perlite heat-insulating mortar is filled in a gap between the plaster Liang Jiaogang and the top base plate;
a bearing plate is welded on one side of the side steel beam, and the antenna base plate is welded on the upper airfoil surface of the bearing plate;
One side of the wall body is connected with wall-attached angle steel, the ceiling board is arranged on the upper wing surface of the wall-attached angle steel, and a chemical anchor bolt is further connected between the wall-attached angle steel and the wall body in a reinforced manner;
wherein the wall body is identical to the installation mode of the side plate.
Optionally, the steel bar adopts a steel bar with phi 5-8 mm.
Optionally, the wall-attached angle steel and the wall-attached Liang Jiaogang are L-shaped angle steel.
Optionally, the top base plate and the steel bar are welded by adopting a second fillet weld.
Optionally, the joint of the gaps between the plaster Liang Jiaogang and the stiffening plate and between the plaster and the steel beam is welded by adopting a fillet weld.
Optionally, the side steel beams are installed with the ceiling base plate, and a field welding seam is adopted between the bearing plate and the steel bar; the wall body is installed with the ceiling board, and the wall-attached angle steel is connected with the steel bars in a field welding seam mode.
Optionally, the cement perlite heat-insulating mortar is leveled with the ceiling board and is filled with the seam, and the upper surface of the cement perlite heat-insulating mortar is coated with a surface layer.
Optionally, the steel beams and the steel columns are square steel beams;
The specification and the size of the patch Liang Jiaogang are 30-80mm long and wide, and 3-6mm thick;
The thickness of the antenna base plate is 40-80mm;
The length and width of the stiffening plate are 30-70mm, and the thickness is 3-7mm;
the length of the bearing plate is 40-90mm, and the thickness is 1-2mm;
The length of the wall corner pasting steel is 60-90mm, the width is 30-70mm, and the thickness is 4-8mm;
The chemical anchor bolt adopts the specification of M12.
Compared with the prior art, the utility model has the following beneficial technical effects:
According to the utility model, the ceiling base plate is adopted to carry out lofting and post-processing according to the on-site condition, and a lower bearing connection laying mode is adopted, so that the construction is convenient, the construction progress is accelerated, the construction efficiency of the interlayer floor slab is greatly improved, the ceiling base plate is convenient to maintain in the later period, and local damage can be directly repaired or replaced on the roof;
The utility model is suitable for industrial and civil buildings in areas with high intensity of earthquake fortification, and is more convenient, rapid and stable according to different installation modes of the steel beam structure or the wall structure at the installation position, and the antenna base plate can be matched with a flexible waterproof coiled material for use, so that the waterproof effect is safe and reliable;
Under the action of standard load, the fire resistance limit of the utility model is 2 hours, the fire resistance limit is not burst in the combustion process, no toxic gas, no peculiar smell and no smoke are generated, the fire resistance performance is excellent, and the utility model also meets the environmental protection requirements of modern buildings;
In conclusion, the interlayer floor system adopted by the utility model has the advantages of light structure, flexible installation and use, high plasticity, rapid and simple installation, short construction period and improvement of the installation efficiency of the interlayer floor, and meets the structural requirements of wallboards at various building parts.
Drawings
FIG. 1 shows a floor slab steel beam floor plan according to the present utility model;
FIG. 2 is a schematic view showing the positions of the steel girder and the ceiling base plate in the interlayer floor slab;
FIG. 3 shows a node diagram of the connection of the roof base plate and the middle steel girder;
FIG. 4 shows a node diagram of the connection of the antenna base plate and the side steel beams;
FIG. 5 shows a node map of the junction of the antenna base plate and the wall.
Reference numerals: 1. a steel beam; 2. a steel column; 3. a top substrate; 4. a surface layer; 5. a patch Liang Jiaogang; 6. stiffening plates; 7. reinforcing steel bars; 8. cement perlite heat-insulating mortar; 9. fillet weld I; 10. fillet weld II; 11. a wall body; 12. a receiving plate; 13. a field weld; 14. wall-sticking angle steel; 15. chemical anchors.
Detailed Description
The following description of the embodiments of the present disclosure will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all, of the embodiments of the present disclosure.
The components of the disclosed embodiments, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present disclosure provided in the accompanying drawings is not intended to limit the scope of the disclosure, as claimed, but is merely representative of selected embodiments of the disclosure.
Based on the embodiments in this disclosure, all other embodiments that a person of ordinary skill in the art would obtain without making any inventive effort are within the scope of protection of this disclosure.
In the description of the present disclosure, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present disclosure and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present disclosure. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present disclosure, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the terms in this disclosure will be understood by those of ordinary skill in the art in the specific context.
Examples
As shown in fig. 1-5, the interlayer floor system with the partition function provided by the utility model comprises a wall 11, and a steel beam 1 and a steel column 2 which are arranged in the wall 11, wherein the steel beam 1 and the steel column 2 are square steel beams; the steel beam 1 further comprises a middle steel beam, side steel beams, a top base plate 3 used for being installed and connected with the middle steel beam, the side steel beams and the wall 11 at different positions, the top base plates 3 with different sizes are customized according to the different sizes of the installation positions, and the thickness of the top base plates 3 is 60mm;
As shown in fig. 3, steel bars 7 are welded around the top base plate 3, the steel bars 7 are phi 6mm steel bars, the top base plate 3 and the steel bars 7 are welded by adopting fillet welds II 10, and the top base plate 3 is welded after being adjusted according to a drawing;
The front part of the top base plate 3 and the middle steel beam is provided with a paste Liang Jiaogang, the paste Liang Jiaogang is L-shaped angle steel, the specification and the size of the paste beam angle steel 5 are 50mm long and wide and 5mm thick; the lower flange of the beam-attaching angle steel 5 is welded with a stiffening plate 6, the length and width of the stiffening plate 6 are 50mm, the thickness is 5mm, right-angle edges on two sides of the stiffening plate 6 are respectively attached to the side edge of the middle steel beam and the lower flange of the beam-attaching angle steel 5, the joint of the beam-attaching Liang Jiaogang, the stiffening plate 6 and the gap between the steel beam 1 is welded and connected by adopting a fillet weld I9, the gap between the beam-attaching Liang Jiaogang 5 and the day base plate 3 is filled with cement perlite heat-insulating mortar 8, the gap is adjusted according to drawing requirements before the cement perlite heat-insulating mortar 8 is filled, and the cement perlite heat-insulating mortar can be filled after meeting the requirements; after leveling and caulking the cement perlite heat-insulating mortar 8 and the ceiling board 3, coating a surface layer 4 on the upper surface of the mortar, wherein the surface layer 4 is waterproof paint;
As shown in fig. 4, one side of the side steel beam is welded with a receiving plate 12, the length of the receiving plate 12 is 60mm, and the thickness is 1.5mm; the upper surface of the bearing plate 12 is welded with the upper surface of the bearing plate 3, the side steel beams are installed with the upper surface of the bearing plate 3, and a field welding seam 13 is adopted between the bearing plate 12 and the steel bars 7 and used for reinforcing the connection tightness of the bearing plate 12 and the steel bars 7;
As shown in fig. 5, a wall 11 is installed on the ceiling board 3, one side of the wall 11 is connected with wall-attached angle steel 14, and the length of the wall-attached angle steel 14 is 75mm, the width is 50mm, and the thickness is 6mm; the wall-attached angle steel 14 is L-shaped angle steel, the wall-attached angle steel 14 and the steel bars 7 are connected in a mode of field weld joints 13, the ceiling board 3 is arranged on the upper wing surface of the wall-attached angle steel 14, a chemical anchor bolt 15 is further connected between the wall-attached angle steel 14 and the wall 11 in a reinforcing mode, and the chemical anchor bolt 15 is M12 in specification and used for reinforcing the connection strength of the wall-attached angle steel 14 and the chemical anchor bolt 15;
wherein the wall 11 is identical to the side panels in terms of mounting.
The above-described embodiments are merely a few alternative embodiments of the present utility model, and many alternative modifications and combinations of the above-described embodiments will be apparent to those skilled in the art based on the technical solutions of the present utility model and the related teachings of the above-described embodiments.
Claims (8)
1. The utility model provides a barrier floor system with cut off function, includes wall body (11) and installs girder steel (1) and steel column (2) in wall body (11), girder steel (1) still includes middle girder steel and side girder steel, its characterized in that: the ceiling base plate (3) is used for being installed and connected with different positions of the middle steel girder, the side steel girders and the wall body (11);
Reinforcing steel bars (7) are welded on the periphery of the top base plate (3);
The cement perlite heat-insulating mortar is characterized in that a patch Liang Jiaogang is arranged in front of the top base plate (3) and the middle steel beam, a stiffening plate (6) is welded on the lower flange of the patch Liang Jiaogang (5), both right-angle sides of the stiffening plate (6) are respectively attached to the side edges of the middle steel beam and the lower flange of the patch Liang Jiaogang (5), and cement perlite heat-insulating mortar (8) is filled in a gap between the patch Liang Jiaogang (5) and the top base plate (3);
One side of the side steel beam is welded with a bearing plate (12), and the upper surface of the bearing plate (12) is welded with the upper baseplate (3);
One side of the wall body (11) is connected with a corner-attaching steel (14), the ceiling board (3) is arranged on the upper wing surface of the corner-attaching steel (14), and a chemical anchor bolt (15) is further connected between the corner-attaching steel (14) and the wall body (11) in a reinforcing way;
wherein the wall body (11) is identical to the installation mode of the side plates.
2. A floor system with partition function according to claim 1, characterized in that the reinforcement (7) is a phi 5-8mm reinforcement.
3. The interlayer floor system with the partition function according to claim 1, wherein the wall corner steel (14) and the wall Liang Jiaogang are L-shaped angle steel.
4. A floor system with partition function according to claim 1, characterized in that the space base plate (3) and the steel bar (7) are welded by means of a fillet weld (10).
5. The interlayer floor system with the partition function according to claim 1, wherein the joint of the gaps between the plaster Liang Jiaogang and the stiffening plate 6 and between the plaster and the steel beam 1 is welded by adopting a fillet weld one 9.
6. A floor system with partition function according to claim 1, characterized in that the side steel beams are mounted with the ceiling base plates (3), and in-situ welds (13) are used between the bearing plates (12) and the steel bars (7); the wall body (11) is installed with the ceiling board (3), and the wall corner steel (14) and the steel bar (7) are connected in a field welding line (13) mode.
7. A floor system with partition function according to claim 1, characterized in that the cement perlite insulation mortar (8) is coated with a surface layer (4) on its upper surface after leveling and caulking with the ceiling base plate (3).
8. A floor system with partition function according to claim 1, characterized in that the steel beams (1) and the steel columns (2) are square steel beams;
The specification and the size of the patch Liang Jiaogang are 30-80mm long and wide and 3-6mm thick;
the thickness of the top substrate (3) is 40-80mm;
the length and width of the stiffening plate (6) are 30-70mm, and the thickness is 3-7mm;
The length of the bearing plate (12) is 40-90mm, and the thickness is 1-2mm;
The length of the wall-attached corner steel (14) is 60-90mm, the width is 30-70mm, and the thickness is 4-8mm;
the chemical anchor bolt (15) adopts the specification of M12.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322808220.4U CN221193887U (en) | 2023-10-19 | 2023-10-19 | Interlayer floor system with partition function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322808220.4U CN221193887U (en) | 2023-10-19 | 2023-10-19 | Interlayer floor system with partition function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221193887U true CN221193887U (en) | 2024-06-21 |
Family
ID=91524551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322808220.4U Active CN221193887U (en) | 2023-10-19 | 2023-10-19 | Interlayer floor system with partition function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221193887U (en) |
-
2023
- 2023-10-19 CN CN202322808220.4U patent/CN221193887U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104532997A (en) | Assembly type floor system and construction method thereof | |
| CN109826443B (en) | Method for building house by using prefabricated building modules | |
| CN112482559A (en) | Assembled steel structure building system and construction method | |
| CN221193887U (en) | Interlayer floor system with partition function | |
| CN110670748A (en) | Steel wire framework heat-insulation prefabricated slab, assembled composite floor slab and preparation method thereof | |
| CN216075494U (en) | Assembled steel construction building system | |
| CN117536370A (en) | Interlayer floor system with partition function and construction method thereof | |
| CN207277543U (en) | A kind of batten steel house that can quickly assemble | |
| CN115977258A (en) | ALC wallboard and girder steel and concrete floor joint construction | |
| CN214364235U (en) | Assembled steel sheet compound shear wall body structure | |
| CN216195711U (en) | Unit prefabricated shear wall with edge being steel-concrete combined component | |
| CN206769187U (en) | A kind of integrated exterior wall hanging plate | |
| CN110748076B (en) | Prestressed steel pipe truss externally-hung wallboard and wall body manufactured and installed by using same | |
| CN212053436U (en) | Strenghthened type precast concrete wallboard and connection structure with from structure of taking one's place | |
| CN211286939U (en) | Assembled enclosure structure | |
| CN112726942A (en) | Concrete prefabricated shear wall structure with sandwich steel plates and construction method | |
| CN110499852B (en) | Construction method of efficient and rapid integrated forming energy-saving wall | |
| CN209891381U (en) | Building structure | |
| CN112982692A (en) | One-way superimposed sheet joint connecting structure and construction method | |
| CN107401214A (en) | A kind of installation method of assembled architecture | |
| CN112761245A (en) | Assembled reinforced concrete building main body structure and installation construction method thereof | |
| CN110005063A (en) | A kind of low layer assembled arthitecutral structure system of dry type connection | |
| CN219137746U (en) | Prefabricated rail top air duct connection structure based on foamed ceramic composite board | |
| CN217439150U (en) | Prefabricated building external wall panel connection structure | |
| RU2550173C2 (en) | Method to reinforce precast panels of surface from cellular concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |