CN210421398U - Assembled house system - Google Patents

Assembled house system Download PDF

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Publication number
CN210421398U
CN210421398U CN201920786594.1U CN201920786594U CN210421398U CN 210421398 U CN210421398 U CN 210421398U CN 201920786594 U CN201920786594 U CN 201920786594U CN 210421398 U CN210421398 U CN 210421398U
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China
Prior art keywords
prefabricated
grouting hole
foundation
stand
stand column
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CN201920786594.1U
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Chinese (zh)
Inventor
吕绪亮
刘彬
李宝鑫
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Shandong Mingda Construction Technology Co Ltd
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Shandong Mingruida New Technology Research Institute Co Ltd
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Abstract

The utility model relates to an assembled house system, include to be connected fixed basic skeleton by prefabricated crossbeam and prefabricated stand, the basic skeleton is connected with prefabricated basis in the bottom of prefabricated stand, prefabricated stand all is connected through reserving the reinforcing bar anchor with the connected node of prefabricated crossbeam and prefabricated stand and the prefabricated basic connected node of bottom in the basic skeleton. The utility model discloses can realize full assembly, no wet operation, assembly efficiency is high, and assembly cost is low.

Description

Assembled house system
Technical Field
The utility model relates to a building engineering technical field, concretely relates to assembled house system.
Background
The fabricated building structure is a structure formed by standardized production of various components of the structure, including prefabricated columns, prefabricated beams, prefabricated floor slabs, prefabricated shear walls and the like in a factory and then installation of the prefabricated components in a construction site through bolt connection, welding connection or prestress splicing connection.
The components of the assembly type building can be industrially produced in a factory, the components are equivalent to standard products, the components can be directly installed when being transported to a site, so that the assembly type building is convenient and fast, the components are produced in a standardized manner in the factory, the quality of the components is guaranteed compared with the quality of the components produced in the site, the components can be effectively controlled, the high-standard mechanization degree of the components is reduced, the allocation of site personnel is reduced, and the assembly type building is helpful in labor cost and safety production.
With the rise of the assembly type building industry in China and the implementation of the happy strategic planning of new rural areas in recent years, powerful vitality is injected into the design of the new residences of the low-rise assembly type buildings, and the bottleneck of on-site rapid assembly and low-cost construction is broken through in the aspect of research of the topic of the low-rise residences, so that the method is an important task for innovation and research in the field at present.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to prior art's not enough, provide an assembly type house system, full assembly, no wet operation, assembly efficiency is high, and assembly cost is low.
The utility model discloses a realize through following technical scheme:
the utility model provides an assembled house system, includes and is connected fixed basic skeleton by prefabricated crossbeam and prefabricated stand, and basic skeleton is connected with prefabricated basis in the bottom of prefabricated stand, and prefabricated stand all is connected through the reservation reinforcing bar anchor with the connected node of prefabricated crossbeam and prefabricated stand and the prefabricated basic connected node of bottom in the basic skeleton.
This scheme is connected fixedly through reserving the reinforcing bar anchor between prefabricated crossbeam and the prefabricated stand in through the foundation skeleton to and form residential structure through reserving the reinforcing bar between prefabricated basis and the prefabricated stand, compare in traditional concrete connection, the assembly is fast, and no wet operation, stable in structure and saving cost.
Further, the foundation framework on still be equipped with upper skeleton, upper skeleton is connected fixedly by prefabricated crossbeam and prefabricated stand, all connect and between foundation skeleton and upper skeleton, adjacent upper skeleton through reserving the reinforcing bar anchor and between foundation skeleton and the upper skeleton, the prefabricated crossbeam sharing between the adjacent upper skeleton.
Still connect upper skeleton on the basic skeleton, can realize the building of three-layer and following residential structure, connect through reserving the reinforcing bar anchor between the skeleton, stable in structure, the no wet operation, assembly efficiency is high, and assembly cost is low.
Furthermore, the reserved steel bars comprise foundation steel bars and upright post steel bars, the foundation steel bars are pre-embedded in the prefabricated foundation and extend out of the surface of the prefabricated foundation, the upright post steel bars are pre-embedded at one end of the prefabricated upright posts and extend out of the surface of the prefabricated upright posts along the length direction of the prefabricated upright posts, a first grouting hole for the foundation steel bars or the upright post steel bars to penetrate is reserved at the other end of the prefabricated upright posts, and the surface of the prefabricated stand column is provided with a first grouting hole communicated with the first grouting hole and capable of being filled with slurry to realize anchoring, a second grouting hole for enabling a stand column reinforcing steel bar to penetrate and penetrate through the prefabricated stand column is reserved at the joint of the two end parts of the prefabricated cross beam and the prefabricated stand column, one end of the second grouting hole is a second grouting hole capable of being filled with slurry to realize anchoring, and each prefabricated stand column sequentially penetrates through the second grouting hole on the corresponding prefabricated cross beam and the first grouting hole of the prefabricated stand column in the upper framework at one end of the prefabricated stand column where the stand column reinforcing steel bar is reserved.
The prefabricated stand column steel bar is reserved at one end of the prefabricated stand column and is used for being connected with the prefabricated stand column of the prefabricated cross beam and the upper framework, the first grouting hole is reserved at the other end of the prefabricated stand column and is matched with the foundation steel bar on the prefabricated foundation, grouting materials are injected into the first grouting hole and the second grouting hole through the second grouting hole in the prefabricated cross beam respectively, and the first grouting hole and the second grouting hole are filled with the grouting materials, and the steel bar anchoring of the framework is completed when the grouting materials are solidified.
Furthermore, metal corrugated pipes are fixed on the prefabricated stand column in the first grouting hole channel and the prefabricated cross beam in the second grouting hole channel.
When the metal corrugated pipe is installed, the metal corrugated pipe is fixed with the framework steel bars, the fixing mode is simple and convenient, the inner wall and the outer wall of the metal corrugated pipe are provided with grooves in corrugated shapes, the combination surface of the metal corrugated pipe and concrete is firm after the concrete is poured, the bonding force between the inner side and grouting material is stronger, and the connection between the frameworks can be firmer.
Furthermore, the prefabricated upright post is a special-shaped upright post, and the section of the special-shaped upright post is in a straight line shape, a T shape or an L shape.
The cross section of the prefabricated special-shaped column can be well matched with the cross section of the beam, the end part of the beam is in a straight shape, and the flange of the special-shaped column is also in a straight shape, so that the beam can be better lapped on the column, and a better connection node is formed.
Furthermore, the cross section of the prefabricated beam is in a convex shape, and flanges are arranged on two sides of the prefabricated beam.
The beam adopts the convex shape to place the floor slab faster when the floor slab is installed, the requirement can be met by simply connecting, and the construction is rapid and convenient.
Furthermore, beam type floor slabs or prestressed floor slabs are embedded between corresponding flanges of the adjacent prefabricated cross beams.
The beam type floor slab is characterized in that beams are arranged on two sides of a slab, so that the thickness of the middle slab can be very thin, a large-span floor slab can be manufactured, and the steel bars of the slab can be properly reduced because the stressed part of the floor slab is positioned at the beam position of the floor slab. The bottom of the prestressed floor slab is prestressed steel bars, so that the using amount of the steel bars is greatly reduced, and a large-span building can be realized.
The utility model has the advantages that:
the structure is an assembly type concrete heterosexual column frame structure and is suitable for buildings such as 3-storey residential villas and the like.
And secondly, filling other parts of the main body with light wall boards such as foam concrete boards, aerated concrete boards, polyphenyl particle concrete boards and the like, and performing heat preservation and decoration integrated construction by adopting decoration integrated boards for heat preservation. Therefore, the construction speed is increased, the manufacturing cost is reduced, the environment is protected, no pollution is caused, the construction waste is reduced, and the trend of the construction market is met.
Drawings
Fig. 1 is a schematic view of the installation structure of the present invention;
FIG. 2 is a schematic view of a portion A of FIG. 1;
FIG. 3 is a cross-sectional view of FIG. 2;
FIG. 4 is a cross-sectional view taken at B in FIG. 1;
FIG. 5 is a schematic view of the installation of prefabricated beams to wall panels;
fig. 6 is a schematic cross-sectional view of the special-shaped column of the present invention.
Shown in the figure:
1. prefabricated stand, 2, stand reinforcing bar, 3, prefabricated crossbeam, 4, second slip casting pore, 5, prefabricated basis, 6, first slip casting pore, 7, first slip casting mouth, 8, second slip casting mouth, 9, basic reinforcing bar, 10, floor, 11, the edge of a wing.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
The utility model provides an assembled house system, includes and is connected fixed basis skeleton by prefabricated crossbeam 3 and prefabricated stand 1, and the basis skeleton is connected with prefabricated basis 5 in the bottom of prefabricated stand 1, and prefabricated stand 1 all is connected through the reservation reinforcing bar anchor with prefabricated basic 5's of bottom connected node department of prefabricated crossbeam 3 and prefabricated stand 1 in the basis skeleton.
The foundation framework on still be equipped with and constitute, the upper skeleton that the structure is the same with the foundation framework, the upper skeleton is connected fixedly by prefabricated crossbeam and prefabricated stand, between foundation framework and upper skeleton, between adjacent upper skeleton all through reserving the reinforcing bar anchor connection and between foundation framework and upper skeleton, between the prefabricated crossbeam 3 sharing between adjacent upper skeleton.
The number of the upper layer frameworks is generally 1-2, namely the upper layer frameworks are suitable for buildings such as residential villas below 3 floors, and the adjacent upper layer frameworks are anchored and connected. As an embodiment of the present invention, two upper-layer frameworks are sequentially connected above the basic framework, i.e. a three-layer residential system is formed, as shown in fig. 2.
Reservation reinforcing bar include foundation reinforcement 9 and stand reinforcing bar 2, as the utility model discloses an implementation side, foundation reinforcement 9 is pre-buried in prefabricated basis 5 and stretches out prefabricated basis 5 surface, stand reinforcing bar 2 is pre-buried in prefabricated stand 1 one end and stretches out prefabricated stand 1 surface along prefabricated stand 1 length direction, prefabricated stand 1's other end is reserved has the first slip casting pore 6 that supplies foundation reinforcement 9 or stand reinforcing bar 2 to penetrate, and prefabricated stand 1's surface is equipped with and communicates and can let in the first slip casting mouth 7 that grout realized the anchor with first slip casting pore 6, two tip of prefabricated crossbeam 3 are all reserved with prefabricated stand 1 junction and are supplied stand reinforcing bar 2 to penetrate and run through the second slip casting pore 4 of prefabricated crossbeam 3, the one end of second slip casting pore 4 is for can letting in the second slip casting mouth 8 that the anchor was realized to the thick liquids, every prefabricated stand 1 penetrates second slip casting pore 4 and the anchor on corresponding prefabricated crossbeam 3 in proper order in its one end of reserving stand reinforcing bar 2 And a first grouting pore channel 6 of the upright post 1 is prefabricated in the upper-layer framework.
The length of the extending of the column reinforcing steel bar 2 is generally less than or equal to the sum of the lengths of the first grouting hole 6 and the second grouting hole 4, and as a preferred embodiment, the length of the extending of the column reinforcing steel bar 2 is equal to the sum of the lengths of the first grouting hole 6 and the second grouting hole 4.
And metal corrugated pipes are fixed on the prefabricated upright column 1 in the first grouting hole 6 and the prefabricated cross beam 3 in the second grouting hole 4. The prefabricated upright post 1 is a special-shaped upright post, and the section of the special-shaped upright post is in a straight line shape, a T shape or an L shape, as shown in figure 6. As an embodiment of the present invention, the cross-section of the special-shaped column is L-shaped.
The cross section of the prefabricated beam 3 is convex, and flanges 11 are arranged on two sides of the prefabricated beam 3. And beam type floor slabs or prestressed floor slabs 10 are embedded between the corresponding flanges 11 of the adjacent precast cross beams 3.
The other parts of the main body are filled with light wall boards such as foam concrete boards, aerated concrete boards, polyphenyl granule concrete boards and the like, and the heat preservation is carried out by adopting a decoration integrated board to carry out heat preservation and decoration integrated construction.
The utility model discloses when the installation, at first build basic skeleton, the foundation reinforcement 9 on will prefabricating basis 5 penetrates prefabricated stand 1 and is equipped with the one end of first slip casting pore 6, and irritate into grout material through the first slip casting mouth 7 on prefabricated stand 1 surface and realize the anchor to prefabricated stand 1 and prefabricated basis 5, it has stand reinforcing bar 2 to reserve at the other end of prefabricated stand 1, the tip of prefabricated crossbeam 3 is established on stand reinforcing bar 2 through the 4 covers of second slip casting pore that reserve respectively, stand reinforcing bar 2 stretches out outside second slip casting pore 4, it realizes being connected prefabricated stand 1 and prefabricated crossbeam 3's anchor to inject into grout material through second slip casting mouth 8 on prefabricated crossbeam 3, and accomplish basic skeleton's installation, the prefabricated crossbeam 3 of anchor then install the prefabricated stand 1 of upper skeleton and carry out the anchor that is grouted in the work procedure.
The upper skeleton is installed in basic skeleton top, the stand reinforcing bar 2 that 1 tip of prefabricated stand stretched out outside prefabricated crossbeam 3 stretches into in the first slip casting pore 6 of prefabricated stand 1 of upper skeleton, and pour into grout material through the first grout mouth 7 on this prefabricated stand 1 surface and realize that upper skeleton prefabricated stand 1 is connected with the anchor of basic skeleton prefabricated stand 1 and prefabricated crossbeam 3, equally, to upper skeleton top reconnection upper skeleton, can anchor the connection by same mode, it is fixed to realize the installation of multilayer residential building skeleton. And a beam floor or a prestressed floor 10 is embedded between the corresponding flanges 11 of the adjacent precast cross beams 3. The other parts of the main body are filled with light wall boards such as foam concrete boards, aerated concrete boards, polyphenyl granule concrete boards and the like, and the heat preservation is carried out by adopting a decoration integrated board to carry out heat preservation and decoration integrated construction.
Of course, the above description is not limited to the above examples, and technical features of the present invention that are not described in the present application may be implemented by or using the prior art, and are not described herein again; the above embodiments and drawings are only used for illustrating the technical solutions of the present invention and are not intended to limit the present invention, and the present invention has been described in detail with reference to the preferred embodiments, and those skilled in the art should understand that changes, modifications, additions or substitutions made by those skilled in the art within the spirit of the present invention should also belong to the protection scope of the claims of the present invention.

Claims (7)

1. The utility model provides an assembled house system, includes and is connected fixed basic skeleton by prefabricated crossbeam and prefabricated stand, and basic skeleton is connected with prefabricated basis, its characterized in that in the bottom of prefabricated stand: the prefabricated stand in the foundation framework is connected with the connected node of the prefabricated crossbeam and the prefabricated stand is connected with the connected node of the prefabricated foundation at the bottom through the reserved steel bar anchoring.
2. The modular housing system according to claim 1, wherein: the foundation framework on still be equipped with upper skeleton, upper skeleton is connected fixedly by prefabricated crossbeam and prefabricated stand, all connect through reserving the reinforcing bar anchor between foundation framework and upper skeleton, between adjacent upper skeleton, the prefabricated crossbeam sharing between foundation framework and upper skeleton, adjacent upper skeleton.
3. The modular housing system according to claim 2, wherein: the reserved steel bars comprise foundation steel bars and upright post steel bars, the foundation steel bars are pre-embedded in the prefabricated foundation and extend out of the surface of the prefabricated foundation, the upright post steel bars are pre-embedded at one end of the prefabricated upright posts and extend out of the surface of the prefabricated upright posts along the length direction of the prefabricated upright posts, a first grouting hole for the foundation steel bars or the upright post steel bars to penetrate is reserved at the other end of the prefabricated upright posts, and the surface of the prefabricated stand column is provided with a first grouting hole communicated with the first grouting hole and capable of being filled with slurry to realize anchoring, a second grouting hole for enabling a stand column reinforcing steel bar to penetrate and penetrate through the prefabricated stand column is reserved at the joint of the two end parts of the prefabricated cross beam and the prefabricated stand column, one end of the second grouting hole is a second grouting hole capable of being filled with slurry to realize anchoring, and each prefabricated stand column sequentially penetrates through the second grouting hole on the corresponding prefabricated cross beam and the first grouting hole of the prefabricated stand column in the upper framework at one end of the prefabricated stand column where the stand column reinforcing steel bar is reserved.
4. The modular housing system according to claim 3, wherein: and metal corrugated pipes are fixed on the prefabricated stand column in the first grouting hole and the prefabricated cross beam in the second grouting hole.
5. The modular housing system according to claim 1 or 3, wherein: the prefabricated upright post is a special-shaped upright post, and the section of the special-shaped upright post is in a straight line shape, a T shape or an L shape.
6. The modular housing system according to claim 1 or 3, wherein: the cross section of the prefabricated beam is in a convex shape, and flanges are arranged on two sides of the prefabricated beam.
7. The modular housing system according to claim 6, wherein: and a beam type floor slab or a prestressed floor slab is embedded between the corresponding flanges of the adjacent prefabricated cross beams.
CN201920786594.1U 2019-05-29 2019-05-29 Assembled house system Active CN210421398U (en)

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CN201920786594.1U CN210421398U (en) 2019-05-29 2019-05-29 Assembled house system

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306655A (en) * 2019-05-29 2019-10-08 山东明睿达新技术研究院有限公司 A kind of assembled-type house system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306655A (en) * 2019-05-29 2019-10-08 山东明睿达新技术研究院有限公司 A kind of assembled-type house system

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Effective date of registration: 20220615

Address after: 250000 west of liuranfang village, Jiazhuang Town, Shanghe County, Jinan City, Shandong Province and north of provincial highway 316

Patentee after: SHANDONG MINGDA BUILDING TECHNOLOGY Co.,Ltd.

Address before: Room 1207, building 2, No. 909, Longao North Road, Lixia District, Jinan City, Shandong Province

Patentee before: Shandong Mingruida New Technology Research Institute Co.,Ltd.

TR01 Transfer of patent right