CN214169603U - But batch production's building top layer pin-connected panel module - Google Patents
But batch production's building top layer pin-connected panel module Download PDFInfo
- Publication number
- CN214169603U CN214169603U CN202022191611.2U CN202022191611U CN214169603U CN 214169603 U CN214169603 U CN 214169603U CN 202022191611 U CN202022191611 U CN 202022191611U CN 214169603 U CN214169603 U CN 214169603U
- Authority
- CN
- China
- Prior art keywords
- steel
- wall channel
- wall
- channel steel
- reinforcing
- 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
Images
Abstract
The utility model provides a but batch production's building top layer pin-connected panel module, include: the frame body is formed by sequentially connecting four outer wall channel steels, and two adjacent outer wall channel steels are connected through angle steel; the outer wall comprises a wall channel steel, wherein two ends of the wall channel steel are respectively provided with a vertical pipe in a protruding mode, and two transverse pipes are arranged between opposite surfaces of the two vertical pipes at intervals; the reinforcing steel bars are arranged on the inner side of the frame body, and one end of each reinforcing steel bar is connected with the inner surface of the outer wall channel steel; the plurality of steel bars are matched with the inner side of the frame body to form at least one steel bar support layer, and concrete is poured in the steel bar support layer to form the concrete floor slab. The module can batch production, and is consuming time fewly, can assemble in advance in the workshop and spray paint, and simple structure need not the on-the-spot and immediately grinds, pours, reduces the reliance to external environment, and on-the-spot installation is consuming time fewly simultaneously, and factor of safety is high.
Description
Technical Field
The utility model belongs to the technical field of building top layer structure, specifically, relate to a but batch production's building top layer pin-connected panel module.
Background
Roofing engineering is one of the main parts of building construction engineering, and comprises materials and equipment used by the engineering and technical activities such as design, construction, maintenance and the like; also refers to an object of engineering construction, and plays a role in guaranteeing functions. In particular, roofing projects need to be able to withstand temperature, wind, rain, ice, snow and even shock, and to withstand temperature differences and deformation caused by stretching and cracking of the base structure, in addition to safely carrying various loads.
Therefore, the roofing project plays a very important role in building construction which is safe and environment-friendly and meets the use requirements and aesthetic requirements of people.
Roof, i.e. the roof covering of the exterior of a house or structure. At present, the top layer of the traditional building is constructed through a brick-concrete structure, and the construction method of the roof structure has the advantages of strong dependence on external climate, long construction time, long maintenance time and high danger coefficient.
SUMMERY OF THE UTILITY MODEL
For solving the problem that exists, the utility model aims to provide a but mass production's building top layer pin-connected panel module, the module can mass production, and is consuming time few, can assemble in advance in the workshop and spray paint, and simple structure need not the scene and immediately grinds, pour, reduces the reliance to external environment, and the field installation is consuming time few simultaneously, and factor of safety is high.
In order to achieve the above purpose, the technical scheme of the utility model is that:
a mass producible building roof module assembly, the building roof formed by a plurality of modules, the module comprising: the frame body is horizontally arranged, the frame body structure is a square frame structure formed by sequentially connecting at least four outer wall channel steel, two adjacent outer wall channel steel are connected through angle steel, and the angle steel is perpendicular to the outer wall channel steel; the wall surface comprises a wall surface channel steel arranged on the angle steel along the length direction of the angle steel, two ends of the wall surface channel steel in the length direction are respectively provided with a vertical pipe in a protruding mode, the vertical pipes are arranged perpendicular to the wall surface channel steel, two transverse pipes are arranged between opposite surfaces of the two vertical pipes at intervals, and the two transverse pipes are arranged at intervals along the length direction of the vertical pipes; the reinforcing steel bars are horizontally arranged on the inner side of the frame body, one ends of the reinforcing steel bars are connected with the inner surface of the outer wall channel steel to form a vertical structure of the reinforcing steel bars and the outer wall channel steel, and the inner surface of each outer wall channel steel is connected with a plurality of reinforcing steel bars at intervals along the length direction of the outer wall channel steel; the plurality of steel bars are matched with the inner side of the frame body to form at least one steel bar support layer, and concrete is poured in the steel bar support layer to form the concrete floor slab.
Furthermore, the angle steel is connected with two adjacent outer wall channel steel in a welding mode.
Furthermore, a plurality of stiffened plates are convexly arranged on the inner surface of the outer wall channel steel at intervals; the stiffened plate is arranged perpendicular to the inner surface of the channel steel of the outer wall; the reinforcing steel bars are connected with the inner surface of the outer wall channel steel through the reinforcing plate; one reinforcing steel bar corresponds to one reinforcing plate.
Furthermore, two the standpipe interval sets up in the wall channel-section steel and keeps away from angle steel one side.
Furthermore, a plurality of fixing holes are formed in the surface of the angle steel in contact with the wall channel steel at intervals, and fixing through holes corresponding to the fixing holes are formed in the surface of the wall channel steel; the fixing bolts are inserted into the fixing holes and the fixing through holes to form assembling and fixing between the angle steel and the wall channel steel.
Furthermore, the wall channel steel is connected with the outer wall channel steel in a welding mode.
Further, the number of steel bar support layer is two-layer, arranges from top to bottom interval along outer wall channel-section steel thickness direction, the concrete floor sets up in the steel bar support layer that is located the lower floor.
Further, the vertical pipe and the horizontal pipe are square pipes respectively.
The beneficial effects of the utility model reside in that:
the pin-connected panel module, mainly use the welding as the owner, at the workshop with the standpipe, violently pipe and wall channel-section steel welding form the outer wall, but batch production, then pass through wall channel-section steel welding with the outer wall on the outer wall channel-section steel, and join in marriage the form of angle steel again with the corner of the frame structure that wall channel-section steel and two adjacent outer wall channel-section steel formed and assemble a formation module, consolidate with the welding at last, building top layer structure is accomplished to the mode that a plurality of modules were assembled, can directly pour the concrete in the workshop in the inboard bottom steel bar support of module, form concrete floor, during the field installation, can the top layer by integral hoisting, it is consuming time few, the factor of safety is high.
Drawings
Fig. 1 is a schematic plan view of a mass-producible building top assembly module according to an embodiment of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1;
fig. 3 is a schematic structural diagram of an exterior wall surface in a mass-producible building top assembled module according to an embodiment of the present invention;
fig. 4 is a schematic view of a fitting structure of an outer wall surface, angle steel and outer wall channel steel in a mass-producible building top-level assembled module according to an embodiment of the present invention;
fig. 5 is a schematic structural view of outer wall channel steel and angle steel in a mass-produced building top assembly module provided by the embodiment of the present invention.
Detailed Description
The present invention will be described in detail with reference to the following embodiments. The following examples will assist those skilled in the art in further understanding the present invention, but are not intended to limit the invention in any way. It should be noted that various changes and modifications can be made by one skilled in the art without departing from the spirit of the invention. These all belong to the protection scope of the present invention.
Referring to fig. 1~5, but batch production's building top layer pin-connected panel module, the building top layer is assembled by a plurality of modules and is formed, the module includes: the frame body 1 is horizontally arranged, the frame body 1 is of a square frame structure formed by sequentially connecting at least four outer wall channel steel 11, two adjacent outer wall channel steel 11 are connected through angle steel 2, and the angle steel 2 is perpendicular to the outer wall channel steel 11; at least one outer wall surface 3, wherein the outer wall surface 3 comprises a wall channel steel 31 arranged on the angle steel 2 along the length direction of the angle steel 2, two ends of the wall channel steel 31 in the length direction are respectively provided with a vertical pipe 32 in a protruding mode, the vertical pipes 32 are arranged perpendicular to the wall channel steel 31, two transverse pipes 33 are arranged between opposite surfaces of the two vertical pipes 32 at intervals, and the two transverse pipes 33 are arranged at intervals along the length direction of the vertical pipes 32; the reinforcing steel bars 4 are horizontally arranged on the inner side of the frame body 1, one ends of the reinforcing steel bars 4 are connected with the inner surface of the outer wall channel steel 11 to form a vertical structure of the reinforcing steel bars 4 and the outer wall channel steel 11, and the inner surface of each outer wall channel steel 11 is connected with a plurality of reinforcing steel bars 4 at intervals along the length direction of the outer wall channel steel 11; the plurality of steel bars 4 are matched with the inner side of the frame body 1 to form at least one steel bar support layer (not shown), and concrete is poured in the steel bar support layer to form a concrete floor (not shown).
Furthermore, the angle steel 2 is welded with two adjacent outer wall channel steel 11.
Furthermore, a plurality of stiffened plates 12 are convexly arranged on the inner surface of the outer wall channel steel 11 at intervals; the stiffened plate 12 is arranged perpendicular to the inner surface of the outer wall channel steel 11; the reinforcing steel bars 4 are connected with the inner surface of the outer wall channel steel 11 through reinforcing plates 12; one reinforcing steel bar 4 corresponds to one reinforcing plate 12.
Furthermore, the two vertical pipes 32 are arranged on the wall channel steel 31 at intervals and far away from the angle steel 2.
Furthermore, a plurality of fixing holes 21 are formed at intervals on the surface of the angle iron 2 in contact with the wall channel steel 31, and fixing through holes (not shown) corresponding to the fixing holes 21 are formed on the surface of the wall channel steel 31; fixing bolts (not shown) are inserted into the fixing holes 21 and the fixing through holes to form the assembly and fixation between the angle iron 2 and the wall channel 31.
Further, the wall channel 31 is connected with the outer wall channel 11 by welding.
Further, the number of steel bar support layer is two-layer, arranges from top to bottom at interval along 11 thickness directions of outer wall channel-section steel, the concrete floor sets up in the steel bar support layer that is located the lower floor.
Further, the vertical tube 32 and the horizontal tube 33 are square tubes, respectively.
But batch production's building top layer pin-connected panel module's package assembly as follows:
during assembly, four outer wall channel steels 11 are welded by angle steels 2 in sequence in a workshop to form a frame body 1;
the vertical tube 32, the transverse tube 33 and the wall channel steel 31 are welded to form the outer wall 3, then the wall channel steel 31 is welded to the outer wall channel steel 11, and the wall channel steel 31 is fixed on the angle steel 2 through the fixing bolt, so that the stability of the outer wall 3 is guaranteed;
welding reinforcing steel bars 4 on a reinforcing plate 12 on the inner surface of the outer wall channel steel 11, forming a reinforcing steel bar support layer by a plurality of reinforcing steel bars 4, and pouring concrete in the reinforcing steel bar support layer to form a concrete floor slab to finish the assembly of the module;
a plurality of modules are assembled to form a building top layer structure, and when the building top layer structure is installed on site, the building top layer structure can be integrally hoisted, so that the time consumption is low, and the safety factor is high.
The assembled module can be assembled in a workshop, can be integrally hoisted on site, does not need to be vertically ground and poured on site, reduces the dependence on the external environment, and has short construction time and high safety factor.
It should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and are not limited. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art will appreciate that various modifications and equivalent arrangements can be made without departing from the scope of the present invention, which is intended to be covered by the appended claims.
Claims (8)
1. A mass producible building roof module assembly, the building roof comprising a plurality of modules assembled together, the modules comprising:
the frame body is horizontally arranged, the frame body structure is a square frame structure formed by sequentially connecting at least four outer wall channel steel, two adjacent outer wall channel steel are connected through angle steel, and the angle steel is perpendicular to the outer wall channel steel;
the wall surface comprises a wall surface channel steel arranged on the angle steel along the length direction of the angle steel, two ends of the wall surface channel steel in the length direction are respectively provided with a vertical pipe in a protruding mode, the vertical pipes are arranged perpendicular to the wall surface channel steel, two transverse pipes are arranged between opposite surfaces of the two vertical pipes at intervals, and the two transverse pipes are arranged at intervals along the length direction of the vertical pipes;
the reinforcing steel bars are horizontally arranged on the inner side of the frame body, one ends of the reinforcing steel bars are connected with the inner surface of the outer wall channel steel to form a vertical structure of the reinforcing steel bars and the outer wall channel steel, and the inner surface of each outer wall channel steel is connected with a plurality of reinforcing steel bars at intervals along the length direction of the outer wall channel steel;
the plurality of steel bars are matched with the inner side of the frame body to form at least one steel bar support layer, and concrete is poured in the steel bar support layer to form the concrete floor slab.
2. The mass-producible building roof assembly module according to claim 1, wherein the angle steel is welded to two adjacent outer wall channel steel.
3. The mass-producible building top-level assembled module according to claim 1 or 2, wherein a plurality of reinforcing plates are convexly arranged on the inner surface of the outer wall channel steel at intervals;
the stiffened plate is arranged perpendicular to the inner surface of the channel steel of the outer wall;
the reinforcing steel bars are connected with the inner surface of the outer wall channel steel through the reinforcing plate;
one reinforcing steel bar corresponds to one reinforcing plate.
4. The mass-producible building roof assembly module according to claim 1, wherein the two vertical pipes are spaced apart from each other on the side of the wall channel remote from the angle iron.
5. The mass-producible building top-level assembled module according to claim 1 or 4, wherein a plurality of fixing holes are formed at intervals on the surface of the angle steel in contact with the wall channel steel, and fixing through holes corresponding to the fixing holes are formed on the surface of the wall channel steel;
the fixing bolts are inserted into the fixing holes and the fixing through holes to form assembling and fixing between the angle steel and the wall channel steel.
6. The mass-producible building roof assembly module according to claim 1 or 4, wherein the wall channel is welded to the outer wall channel.
7. The mass-producible building top-layer assembled module according to claim 1, wherein the number of the steel bar support layers is two, the steel bar support layers are arranged at intervals from top to bottom along the thickness direction of the outer wall channel steel, and the concrete floor is arranged in the steel bar support layer positioned on the lower layer.
8. The mass-producible building roof assembly module according to claim 1, wherein the vertical pipes and the horizontal pipes are square pipes, respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022191611.2U CN214169603U (en) | 2020-09-30 | 2020-09-30 | But batch production's building top layer pin-connected panel module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022191611.2U CN214169603U (en) | 2020-09-30 | 2020-09-30 | But batch production's building top layer pin-connected panel module |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214169603U true CN214169603U (en) | 2021-09-10 |
Family
ID=77596505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022191611.2U Active CN214169603U (en) | 2020-09-30 | 2020-09-30 | But batch production's building top layer pin-connected panel module |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214169603U (en) |
-
2020
- 2020-09-30 CN CN202022191611.2U patent/CN214169603U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821276A (en) | Novel assembly-type modular building system | |
| CN105888102B (en) | A kind of modular assembly formula L-shaped light gauge cold-formed steel shape assembled wall and its connected mode | |
| CN105971304B (en) | A kind of building structure strengthening transformation jacketing frame | |
| CN207176920U (en) | A kind of steel frame SIP plank frame modular houses | |
| CN105888101B (en) | A kind of modular assembly formula T shape light gauge cold-formed steel shape assembled wall connection type | |
| CN214169603U (en) | But batch production's building top layer pin-connected panel module | |
| CN107700840A (en) | Formwork structure | |
| CN107035027A (en) | A kind of assembled steel reinforced concrete structure light wt compound external wall panel | |
| CN207296166U (en) | A kind of light steel skeleton prefabricated thermal insulation floor | |
| CN209339510U (en) | The waterproof connecting structure of out-hung panel and girder steel | |
| CN212866588U (en) | Contain assembled decoration heat preservation integration wallboard of skeleton | |
| CN211622203U (en) | Roofing component and assembled multilayer house | |
| CN211818417U (en) | Assembled concrete pond | |
| CN107514092A (en) | A kind of light steel skeleton prefabricated thermal insulation floor and construction method | |
| CN102995790A (en) | Capped steel keel and light concrete combined wall | |
| CN203113514U (en) | Combined split-mounting-type house device | |
| CN207633655U (en) | Outer gutter formwork structure | |
| CN106088398A (en) | A kind of combined wall board | |
| CN207160388U (en) | A kind of prefabricated building | |
| CN206090943U (en) | Composite wallboard | |
| CN111877621A (en) | Precast concrete superstructure slab joint H shaped steel connected node | |
| CN110820951A (en) | Fast-assembling type post-grouting building and construction method thereof | |
| CN215406737U (en) | Prefabricated module building stand system top layer structure | |
| CN210263608U (en) | Light assembled panel with connection structure | |
| CN211172531U (en) | Steel structure wall structure for factory building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |