CN211037026U - Assembled floor ring beam for assembling house - Google Patents
Assembled floor ring beam for assembling house Download PDFInfo
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- CN211037026U CN211037026U CN201921123675.XU CN201921123675U CN211037026U CN 211037026 U CN211037026 U CN 211037026U CN 201921123675 U CN201921123675 U CN 201921123675U CN 211037026 U CN211037026 U CN 211037026U
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- foundation
- tubular pile
- vertical tubular
- connecting piece
- connection spare
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Abstract
The utility model provides an assembly house is with assembled ground collar tie beam, include along vertical and horizontal array's vertical tubular pile and be fixed in the basic connecting piece on vertical tubular pile upper portion, adjacent the basic connecting piece between erect prefabricated foundation beam, foundation connecting piece middle part has the through-hole, vertical tubular pile's top has the convex part that stretches into in the through-hole, the lower part of through-hole has vertical tubular pile tongue-and-groove and the vertical tubular pile top of detaining in vertical tubular pile upper end convex part to have and wear out to the stake dowel bar on foundation connecting piece upper portion from the through-hole in, foundation connecting piece's upper surface has the roof beam tongue-and-groove of laying along the cross, the both ends of prefabricated foundation beam are put up in the roof beam tongue-and-groove of adjacent basic connecting piece, the utility model discloses structure construction cycle is short, and the component connection is stable, can directly assemble the construction of other components such.
Description
Technical Field
The utility model relates to an assembly house is with assembled ground collar tie beam.
Background
The construction method of the prefabricated house foundation is basically a cast-in-place reinforced concrete structure, has long cast-in-place construction period, consumes more resources and has poor quality stability of the whole house structure, thus seriously affecting the assembly efficiency and the green building efficiency, being inconsistent with the original intention of the prefabricated building development and being unfavorable for the rural prefabricated house development. The invention solves the defects, and ensures that the rural assembled house and the assembled villa have short construction period, less resource energy consumption and excellent overall construction quality of the house.
Disclosure of Invention
The utility model discloses improve above-mentioned problem, promptly the to-be-solved technical problem of the utility model is that current assembly type house foundation construction worker method is cast-in-place reinforced concrete structure basically, cast-in-place construction cycle long, consume the resource many, the whole structure of house quality stability poor.
The utility model discloses a concrete implementation scheme is: the utility model provides an assembly house is with assembled ground collar tie beam, includes along vertical and horizontal array's vertical tubular pile and be fixed in the foundation connection spare on vertical tubular pile upper portion, and is adjacent the foundation connection spare between erect prefabricated foundation beam, foundation connection spare middle part has the through-hole, vertical tubular pile's top has the stake dowel bar that stretches into in the through-hole, vertical tubular pile up end is arranged in to foundation connection spare lower extreme, foundation connection spare's upper surface has the roof beam tongue-and-groove of laying along the cross, the both ends of prefabricated foundation beam are erect in the roof beam tongue-and-groove of adjacent foundation connection spare.
Further, the prefabricated foundation beam has beam dowels protruding from the ends thereof for wet connection.
Furthermore, the beam dowel bars are tie bars with the length of more than or equal to 200 mm.
Furthermore, the basic connecting piece is a cube or a cuboid, and the basic connecting piece is made of steel bars and concrete.
Further, the minimum size of the length, width and height of the foundation connecting piece should be larger than 600mm, and the minimum size of the width and height of the beam mortise should be larger than 400 mm.
Compared with the prior art, the utility model discloses following beneficial effect has: the utility model discloses structure construction cycle is short, and the component connection is stable, can directly assemble the construction of other components such as house wall, post, roof beam, floor after the completion.
Drawings
Fig. 1 is the structure schematic diagram of the basic connecting piece of the present invention.
Fig. 2 is the schematic view of the structure of the foundation beam of the present invention.
Fig. 3 is the utility model discloses vertical tubular pile structure schematic diagram.
Fig. 4 is a schematic view of the structure of the utility model in a matching state.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-4, an assembly house is with assembled ground collar tie beam, include along vertical and horizontal array vertical tubular pile 10 and be fixed in the basic connecting piece 20 on vertical tubular pile upper portion, adjacent the basic connecting piece between erect prefabricated foundation beam 30, basic connecting piece 20 middle part has through-hole 210, vertical tubular pile's top has the stake dowel bar 110 that stretches into in the through-hole, vertical tubular pile 10 up end is arranged in to basic connecting piece 20 lower extreme, the upper surface of basic connecting piece 20 has the roof beam tongue-and-groove 220 of laying along the cross, the both ends of prefabricated foundation beam 30 are erect in the roof beam tongue-and-groove of adjacent basic connecting piece, and the tip of prefabricated foundation beam 30 has the roof beam dowel bar 310 that stretches out.
In this embodiment, the base connector 20 is a cube or a cuboid, and the material of the base connector is reinforced concrete.
The minimum size of the length, width and height of the foundation connecting piece is larger than 600mm, and the minimum size of the width and height of the beam mortise is larger than 400 mm.
The foundation connecting piece is of a prefabricated concrete structure, the size of the through hole 210 is smaller than the cross section of the vertical pipe pile and larger than the cross section of the area section of the pile dowel bar 110, the foundation beam is also prefabricated in a PC factory, the beam dowel bar 310 with the groove on the side and the extension at the two ends is arranged, the size of the foundation beam is determined according to the house bearing design, and the beam dowel bar 310 needs to be exposed out of the components to bear force for binding, welding or mechanical connection.
The beam dowel is a tie bar with the length of more than or equal to 200 mm.
The vertical tubular pile is a square pile or a cylinder prefabricated in a PC factory, and the diameter and the length of the vertical tubular pile are determined according to the residential geological exploration design.
The vertical tubular piles, the foundation beams and the foundation connecting pieces are subjected to mortise and tenon connection, wherein the pile dowel bars 110 of the vertical tubular piles and the beam dowel bars 310 of the foundation beams are bound, welded or mechanically connected, after the components and the reinforcing steel bars are positioned and lapped according to the size precision, high-strength mortar, concrete or UHPC is poured, and the integrally reliable ground ring beam is formed, namely the pile dowel bars 110 and the beam dowel bars 310 are connected in a wet mode.
The whole process has short construction period, the installation and connection of the components can be completed within 4 hours, and other components such as residential walls, columns, beams, floor slabs and the like can be directly assembled after the completion; and the foundation of the cast-in-place foundation process is excavated, the reinforcing steel bars are processed and bound, and concrete is poured into other prefabricated components of the house for assembly, at least 10 days are needed, all the required components are prefabricated and produced in a factory according to design drawings, the components are assembled on site, the on-site preparation is not needed, the waste of material resources for building material preparation is reduced, the assembly method is simple, one set of hoisting equipment and a plurality of technical workers can complete the assembly, the tenon-and-mortise connection is carried out, the integral stress ground girth beam is formed, and the integral stress of the rural house.
The utility model discloses if disclose or related to mutual fixed connection's spare part or structure, then, except that other the note, fixed connection can understand: a detachable fixed connection (for example using bolts or screws) is also understood as: non-detachable fixed connections (e.g. riveting, welding), but of course, fixed connections to each other may also be replaced by one-piece structures (e.g. manufactured integrally using a casting process) (unless it is obviously impossible to use an integral forming process).
In addition, the terms used in any aspect of the present disclosure as described above to indicate positional relationships or shapes include similar, analogous, or approximate states or shapes unless otherwise stated.
The utility model provides an arbitrary part both can be assembled by a plurality of solitary component parts and form, also can be the solitary part that the integrated into one piece technology was made.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the same; although the present invention has been described in detail with reference to preferred embodiments, it should be understood by those skilled in the art that: the invention can be modified or equivalent substituted for some technical features; without departing from the spirit of the present invention, it should be understood that the scope of the claims is intended to cover all such modifications and variations.
Claims (4)
1. The utility model provides an assembly house is with assembled ground collar tie beam, its characterized in that includes along vertical and horizontal array's vertical tubular pile and be fixed in the foundation connection spare on vertical tubular pile upper portion, and is adjacent the foundation connection spare between erect prefabricated basic roof beam, foundation connection spare middle part has the through-hole, vertical tubular pile up end is arranged in to foundation connection spare lower extreme, foundation connection spare's upper surface has the roof beam tongue-and-groove of laying along the cross, the both ends of prefabricated basic roof beam are erect in the roof beam tongue-and-groove of adjacent foundation connection spare.
2. The fabricated floor surround for a fabricated dwelling of claim 1, wherein the prefabricated base beams have beam dowels protruding at ends thereof for wet connection.
3. The fabricated floor ring beam for assembled houses as claimed in claim 2, wherein the beam dowel is a tie bar with a length of 200mm or more, the foundation connector is a cube or a cuboid, and the material of the foundation connector is steel bars and concrete.
4. The fabricated floor surround of a fabricated dwelling as claimed in claim 1 or 2, wherein the minimum dimension of the length, width and height dimensions of the base connector is greater than 600mm, and the minimum dimension of the width and height dimensions of the beam mortise is greater than 400 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921123675.XU CN211037026U (en) | 2019-07-17 | 2019-07-17 | Assembled floor ring beam for assembling house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921123675.XU CN211037026U (en) | 2019-07-17 | 2019-07-17 | Assembled floor ring beam for assembling house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211037026U true CN211037026U (en) | 2020-07-17 |
Family
ID=71563884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921123675.XU Active CN211037026U (en) | 2019-07-17 | 2019-07-17 | Assembled floor ring beam for assembling house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211037026U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031013A (en) * | 2020-08-17 | 2020-12-04 | 浙江舜杰建筑集团股份有限公司 | Assembled foundation unit |
-
2019
- 2019-07-17 CN CN201921123675.XU patent/CN211037026U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031013A (en) * | 2020-08-17 | 2020-12-04 | 浙江舜杰建筑集团股份有限公司 | Assembled foundation unit |
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