CN220414529U - Modularized integrated building structure - Google Patents
Modularized integrated building structure Download PDFInfo
- Publication number
- CN220414529U CN220414529U CN202321976141.8U CN202321976141U CN220414529U CN 220414529 U CN220414529 U CN 220414529U CN 202321976141 U CN202321976141 U CN 202321976141U CN 220414529 U CN220414529 U CN 220414529U
- Authority
- CN
- China
- Prior art keywords
- wall
- prefabricated
- steel bar
- pouring
- reinforcing steel
- 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
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 27
- 208000016261 weight loss Diseases 0.000 claims description 9
- 239000013585 weight reducing agent Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000002002 slurry Substances 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a modularized integrated building structure, which comprises: the prefabricated wall mould, the prefabricated floor slab, a connecting mechanism connected with the prefabricated wall mould and the prefabricated floor slab, and a secondary pouring connecting area; the prefabricated wall mould extends into the secondary pouring connection area for a distance; the connecting mechanism comprises a first lap joint reinforcing steel bar and a second tower joint reinforcing steel bar; one end of each lap joint reinforcing steel bar is arranged in the prefabricated wall mould, and the other end of each lap joint reinforcing steel bar is arranged in the secondary pouring connection area; and one end of the tower joint reinforcing steel bar II is arranged in the prefabricated floor slab, and the other end of the tower joint reinforcing steel bar II is arranged in the secondary pouring connection area. According to the utility model, the prefabricated wall mould and the prefabricated floor slab are connected in a steel bar lap joint mode through the post-pouring position, so that the structural integrity is enhanced, the waterproof performance of the modularized integrated building system is improved, the wall mould stretches into the secondary pouring connection area by 10mm-20mm, and the slurry leakage phenomenon during secondary pouring is prevented.
Description
Technical Field
The utility model relates to the technical field of modularized buildings, in particular to a modularized integrated building structure.
Background
Fabricated module integrated buildings are the highest form of fabricated building that can be prefabricated at the factory for construction, mechanics, fitment, etc., and then transported to the site for installation. The core of the technology is to transfer the field operation to a factory for carrying out, reduce the field operation and upgrade the construction industry to the manufacturing industry.
However, when the existing wall forms are connected with the floor slabs, the conventional bolt connection is adopted to strengthen the connection between the floor slabs, which results in unstable connection and poor waterproof performance, and slurry leakage phenomenon is easy to occur in secondary pouring, so that further improvement is needed.
Disclosure of Invention
Aiming at the problems existing in the prior art, the utility model provides a modularized integrated building structure.
In order to achieve the above purpose, the technical scheme of the utility model is as follows:
the utility model provides a modular integrated building structure comprising: the prefabricated wall mould, the prefabricated floor slab, a connecting mechanism connected with the prefabricated wall mould and the prefabricated floor slab, and a secondary pouring connecting area;
the prefabricated wall mould extends into the secondary pouring connection area for a distance; the connecting mechanism comprises a first lap joint reinforcing steel bar and a second tower joint reinforcing steel bar; one end of each lap joint reinforcing steel bar is arranged in the prefabricated wall mould, and the other end of each lap joint reinforcing steel bar is arranged in the secondary pouring connection area; and one end of the tower joint reinforcing steel bar II is arranged in the prefabricated floor slab, and the other end of the tower joint reinforcing steel bar II is arranged in the secondary pouring connection area.
Preferably, the prefabricated wall mould is internally embedded with reinforcing steel bars which are vertical to the first lap joint reinforcing steel bars, and the first lap joint reinforcing steel bars are L-shaped.
Preferably, the modular integrated building structure further comprises a concrete pouring outer wall; and two ends of the concrete pouring outer wall are connected with the prefabricated wall mould, and the side surface is connected with the secondary pouring connecting area.
Preferably, the modularized integrated building structure further comprises a weight-reducing concrete pouring inner wall, a concrete pouring inner wall and a concrete wall; one end of the weight-reduction concrete pouring inner wall is connected with the prefabricated wall mould, and the other end of the weight-reduction concrete pouring inner wall is connected with one end of the concrete pouring inner wall; the other end of the concrete pouring inner wall is connected with the concrete wall body;
and the side surfaces of the weight-reducing concrete pouring inner wall, the concrete pouring inner wall and the concrete wall body are connected with the secondary pouring connection area.
Preferably, the concrete pouring outer wall is arranged at the left side of the secondary pouring connection area, the weight-reduction concrete pouring inner wall is arranged at the upper side of the secondary pouring connection area, and the concrete pouring inner wall is arranged at the right side of the secondary pouring connection area; and the concrete wall is arranged at the lower side of the secondary pouring connection area.
Preferably, the distance that the prefabricated wall mould stretches into the secondary pouring connection area is 10mm-20mm.
The technical scheme of the utility model has the following beneficial effects:
according to the utility model, the prefabricated wall mould and the prefabricated floor slab are connected in a steel bar lap joint mode through the post-pouring position, so that the structural integrity is enhanced, the waterproof performance of the modularized integrated building system is improved, the wall mould stretches into the secondary pouring connection area by 10mm-20mm, and the slurry leakage phenomenon during secondary pouring is prevented.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic diagram showing the connection of the prefabricated wall module 1 and the prefabricated floor slab according to the utility model;
FIG. 3 is an enlarged schematic diagram I of FIG. 2A according to the present utility model;
FIG. 4 is an enlarged schematic diagram of FIG. 2A according to the present utility model.
Detailed Description
Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative and intended to explain the present utility model and should not be construed as limiting the utility model.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present utility model 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 utility model.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; 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 above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present utility model, a first feature is "on" or "to a second feature unless explicitly specified and defined otherwise
"under" may include the first and second features being in direct contact, or may include the first and second features not being in direct contact but being in contact by another feature therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
Referring to fig. 1 to 4, the present utility model provides a modular integrated building structure comprising: the prefabricated wall mould 1, the prefabricated floor slab 3, a connecting mechanism connected with the prefabricated wall mould 1 and the prefabricated floor slab 3 and a secondary pouring connecting area 2; the prefabricated wall mould 1 stretches into the secondary pouring connection area 2 for a distance, and the distance that the prefabricated wall mould 1 stretches into the secondary pouring connection area 2 is 10mm-20mm, so that the slurry leakage phenomenon during secondary pouring is prevented; the connecting mechanism comprises a first lap joint steel bar 4 and a second tower joint steel bar 5; one end of the lap joint reinforcing steel bar I4 is arranged in the prefabricated wall mould 1, and the other end of the lap joint reinforcing steel bar I is arranged in the secondary pouring connection area 2; one end of the second tower joint reinforcing steel bar 5 is arranged in the precast floor slab 3, and the other end of the second tower joint reinforcing steel bar is arranged in the secondary pouring connection area 2; the first lap joint reinforcing steel bars 4 are L-shaped and are connected in a reinforcing steel bar lap joint mode, so that the structural integrity is enhanced, and the waterproof performance of the modularized integrated building system is improved; reinforcing bars are further embedded in the prefabricated wall mould 1 and perpendicular to the lap joint reinforcing bars 4.
Further, the modular integrated building structure further comprises a concreting outer wall 10; two ends of the concrete pouring outer wall 10 are connected with the prefabricated wall mould 1, and the side surface is connected with the secondary pouring connection area 2; the modularized integrated building structure further comprises a weight-reduction concrete pouring inner wall 20, a concrete pouring inner wall 30 and a concrete wall 40; one end of the weight-reduction concrete pouring inner wall 20 is connected with the prefabricated wall mould 1, and the other end of the weight-reduction concrete pouring inner wall is connected with one end of the concrete pouring inner wall 30; the other end of the concrete pouring inner wall 30 is connected with a concrete wall 40; the side surfaces of the weight-reduction concrete pouring inner wall 20, the concrete pouring inner wall 30 and the concrete wall 40 are connected with the secondary pouring connection area 2. The concrete pouring outer wall 10 is arranged at the left side of the secondary pouring connecting area 2, the weight-reducing concrete pouring inner wall 20 is arranged at the upper side of the secondary pouring connecting area 2, and the concrete pouring inner wall 30 is arranged at the right side of the secondary pouring connecting area 2; the concrete wall 40 is placed under the secondary pouring connection 2.
According to the utility model, the prefabricated wall mould and the prefabricated floor slab are connected in a steel bar lap joint mode through the post-pouring position, so that the structural integrity is enhanced, the waterproof performance of the modularized integrated building system is improved, the wall mould stretches into the secondary pouring connection area by 10mm-20mm, and the slurry leakage phenomenon during secondary pouring is prevented.
The foregoing description is only of the preferred embodiments of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structural changes made by the description of the present utility model and the accompanying drawings or direct/indirect application in other related technical fields are included in the scope of the utility model.
Claims (6)
1. A modular integrated building structure comprising: the prefabricated wall mould, the prefabricated floor slab, a connecting mechanism connected with the prefabricated wall mould and the prefabricated floor slab, and a secondary pouring connecting area;
the prefabricated wall mould extends into the secondary pouring connection area for a distance; the connecting mechanism comprises a first lap joint reinforcing steel bar and a second tower joint reinforcing steel bar; one end of each lap joint reinforcing steel bar is arranged in the prefabricated wall mould, and the other end of each lap joint reinforcing steel bar is arranged in the secondary pouring connection area; and one end of the tower joint reinforcing steel bar II is arranged in the prefabricated floor slab, and the other end of the tower joint reinforcing steel bar II is arranged in the secondary pouring connection area.
2. The modular integrated building structure according to claim 1, wherein the prefabricated wall forms are further embedded with reinforcing bars which are perpendicular to the first lap joint reinforcing bars, and the first lap joint reinforcing bars are L-shaped.
3. The modular integrated building structure of claim 1, further comprising a concreted exterior wall; and two ends of the concrete pouring outer wall are connected with the prefabricated wall mould, and the side surface is connected with the secondary pouring connecting area.
4. The modular integrated building structure of claim 3, further comprising a weight-reducing concrete cast interior wall, a concrete wall; one end of the weight-reduction concrete pouring inner wall is connected with the prefabricated wall mould, and the other end of the weight-reduction concrete pouring inner wall is connected with one end of the concrete pouring inner wall; the other end of the concrete pouring inner wall is connected with the concrete wall body;
and the side surfaces of the weight-reducing concrete pouring inner wall, the concrete pouring inner wall and the concrete wall body are connected with the secondary pouring connection area.
5. The modular integrated building structure according to claim 4, wherein the concreting outer wall is placed to the left of the secondary concreting connection zone, the weight-reducing concreting inner wall is placed to the upper side of the secondary concreting connection zone, and the concreting inner wall is placed to the right of the secondary concreting connection zone; and the concrete wall is arranged at the lower side of the secondary pouring connection area.
6. The modular integrated building structure according to claim 1, wherein the prefabricated wall forms extend into the secondary pouring connection zone a distance of 10mm-20mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321976141.8U CN220414529U (en) | 2023-07-25 | 2023-07-25 | Modularized integrated building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321976141.8U CN220414529U (en) | 2023-07-25 | 2023-07-25 | Modularized integrated building structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220414529U true CN220414529U (en) | 2024-01-30 |
Family
ID=89642311
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321976141.8U Active CN220414529U (en) | 2023-07-25 | 2023-07-25 | Modularized integrated building structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220414529U (en) |
-
2023
- 2023-07-25 CN CN202321976141.8U patent/CN220414529U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110130527B (en) | Modular assembly type composite wall, assembly type building structure system and construction method | |
CN212670968U (en) | Composite floor and building | |
CN220414529U (en) | Modularized integrated building structure | |
CN212427670U (en) | Sandwich wall and connecting structure thereof | |
CN209620102U (en) | A kind of basement and its building | |
CN114562140A (en) | Seam structure of assembled integral pool with laminated plate type structure | |
CN220285084U (en) | Wall structure of integrated building of modularization | |
CN212506971U (en) | Laminated slab for building | |
CN114517426A (en) | Steel pipe socket type tramcar prefabricated track beam and pipe pile connecting structure and construction method | |
CN219219448U (en) | Prefabricated shear wall system with vertical connection mode | |
CN219138119U (en) | Concrete module with prefabricated combined shear wall | |
CN220434544U (en) | Prefabricated bay window connection reinforced structure of assembled | |
CN217811839U (en) | Anti-crack high-reliability precast concrete laminated slab | |
CN114753525B (en) | Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall | |
CN219471317U (en) | Reinforced truss concrete superimposed sheet | |
CN219386737U (en) | Concrete module adopting double-screw sleeve group and snake skin to be connected with prefabricated shear wall | |
CN109469104A (en) | Basement and its building | |
CN219386736U (en) | Concrete module adopting double-screw sleeve group and double-spliced wall to connect prefabricated shear wall | |
CN218437701U (en) | Prefabricated floor slab | |
CN216920995U (en) | Do benefit to two p boards of concatenation installation | |
CN220768560U (en) | Just connect single T integrated precast beam board structure | |
CN215802346U (en) | Basement roof and outer wall post-cast strip structure | |
CN220555861U (en) | Sandwich structure | |
CN215253401U (en) | Lattice formula steel sheet concrete L type structure | |
CN219622022U (en) | Secondary structure infilled wall guide wall waterproof construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |