CN221236180U - Load-bearing structure of assembled building element - Google Patents
Load-bearing structure of assembled building element Download PDFInfo
- Publication number
- CN221236180U CN221236180U CN202322995155.0U CN202322995155U CN221236180U CN 221236180 U CN221236180 U CN 221236180U CN 202322995155 U CN202322995155 U CN 202322995155U CN 221236180 U CN221236180 U CN 221236180U
- Authority
- CN
- China
- Prior art keywords
- bearing
- spandrel
- load
- ground
- ground fixing
- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 239000004568 cement Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 2
- 240000004282 Grewia occidentalis Species 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 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
- 230000000087 stabilizing effect Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model relates to the technical field of components for buildings and discloses a bearing structure of an assembled building component. Comprises a ground fixing pile, a spandrel girder, a connecting hole, a reinforcing rib, a spandrel post and a connecting rod. The ground fixing piles are fixed on the ground through fixing bolts, concave parts with the diameters identical to those of the bearing columns are arranged in the ground fixing piles, the bearing columns are vertically arranged on the ground fixing piles, concave parts with the diameters identical to those of the bearing columns are arranged in the bearing beams, and the bearing beams are arranged between the bearing columns to form engagement and fixed through cement filling. The bearing beam is internally provided with a connecting hole, a plurality of reinforcing ribs are arranged, and the strength of the bearing beam is improved by the reinforcing ribs. When the dead weight of the bearing beam is not increased too much, the strength of the bearing beam is improved. The connecting rod is 2N, and wherein N is greater than 1, and the spandrel post is connected to N connecting rods and ground fixed pile, and spandrel girder and spandrel post are connected to N connecting rods in addition, and the connecting rod forms the structure of triangle support with the junction surface, has improved the steadiness of spandrel post.
Description
Technical Field
The utility model belongs to the technical field of components for buildings, and particularly relates to a bearing structure of an assembled building component
Background
The prefabricated building is a building assembled by prefabricated components on a construction site, and along with the development of modern industrial technology, the components used for building houses can be manufactured in batches and in sets like an industrial assembly line, and the prefabricated house components only need to be transported to the construction site for assembly. Because of lower production cost and high efficiency, the method is rapidly and widely applied to the building industry. The prefabricated house components are transported to a construction site to be assembled, and the construction formed by assembling the prefabricated parts on the construction site is called an assembled construction, and the bearing component bearing beam for the existing equipment room construction is of a hollow structure so as to lighten dead weight and reduce the strength of the bearing beam.
Disclosure of utility model
In view of the above-mentioned drawbacks of the prior art, an object of the present utility model is to provide a load-bearing structure of an assembled building member, which has the advantages of improving the strength of the load-bearing beam by installing a plurality of reinforcing ribs inside the load-bearing beam, improving the strength of the load-bearing beam without increasing too much dead weight of the load-bearing beam, and the like, and solving the above-mentioned technical problems.
The technical aim of the utility model is realized by the following scheme:
A load-bearing structure of an assembled building component comprises ground fixing piles, bearing beams, reinforcing ribs, bearing columns, fixing bolts, connecting holes and connecting rods; the ground fixing piles are arranged on the ground through fixing bolts, the bearing columns are movably arranged in an embedded mode with the ground fixing piles, the bearing beams are movably arranged in an embedded mode with the bearing columns, connecting holes are formed in two sides of the bearing beams, the reinforcing ribs are movably arranged with the bearing beams, 2N connecting rods are arranged, wherein N is larger than 1, N connecting rods are connected with the bearing columns and the ground fixing piles, and N connecting rods are connected with the bearing beams and the bearing columns; when N is more than 2 and even, connecting columns which are connected with the ground fixing piles or connected with each half of N of the spandrel girder are symmetrically distributed along the axis of the spandrel column; when N is more than 2 and is odd, the connecting posts connected with the ground fixing piles or the bearing beams are circumferentially distributed around the axis of the bearing posts.
Further, concave parts with the same diameter as the bearing columns are formed in the ground fixing piles.
Further, concave parts with the same diameter as the bearing columns are formed in the bearing beams.
Furthermore, a plurality of connecting holes are fixedly arranged on two sides of the interior of the spandrel girder.
Further, the reinforcing ribs are movably arranged on the spandrel girder through the connecting holes.
Further, 2N connecting rods are arranged on the outer side of the bearing column up and down and are movably fixed through fixing bolts.
Further, N connecting rods arranged on the lower side of the bearing column are connected with the ground fixing piles.
Further, N connecting rods arranged on the upper side of the bearing column are connected with the bearing beam.
Compared with the prior art, the utility model has the following advantages:
(1) Simplify the assembly flow, reduce the loaded down with trivial details in the assembly flow to a great extent through the assembled structure of upper and lower gomphosis, improve assembly efficiency.
(2) The connecting support rod replaces the triangular four-corner support plate used in the prior art, and can reduce the cost of materials and maximize benefits.
Drawings
FIG. 1 is a schematic view of a load-bearing structure of a fabricated building element according to a preferred embodiment of the utility model;
FIG. 2 is a schematic cross-sectional view of a bolster of a preferred embodiment of the present utility model;
Wherein 1 is a ground fixed pile; 2. a spandrel girder; 3. reinforcing ribs; 4. a bearing column; 5. a connection hole; 6. connecting rod
Detailed Description
The following examples of the present utility model are described in detail, and are given by way of illustration of the present utility model, but the scope of the present utility model is not limited to the following examples.
Referring to fig. 1-2, a load-bearing structure of an assembled building element includes ground fixing piles, spandrel girders, connecting holes, reinforcing ribs, spandrel posts, and connecting rods.
The ground fixed pile is embedded with the bearing column, the bearing beam is embedded with the bearing column, the reinforcing rib is arranged in the bearing beam and is installed through the connecting hole, the number of connecting rods is 2N, wherein N is greater than 1, the N connecting rods are connected with the bearing column and the ground fixed pile, and the other N are connected with the bearing beam and the bearing column.
Specifically, the ground fixing piles are internally provided with concave parts with the diameters identical to those of the bearing columns, and the bearing columns and the ground fixing piles are in embedded installation. The bearing beam is internally provided with the concave parts with the diameters consistent with that of the bearing columns, and the bearing columns and the bearing beam are in embedded installation.
Specifically, the connecting holes in the spandrel girder are fixedly provided with a plurality of reinforcing ribs, so that the bearing capacity of the spandrel girder is improved while the weight of the spandrel girder is not increased.
Specifically, 2N connecting rods are respectively connected with the ground fixing piles and the bearing beams through the connecting bearing columns, and the connecting rods are connected with the bearing beams and the ground fixing piles through the bearing columns to form a triangular connecting structure, so that compared with the connecting plates of the triangular plates, the triangular plate has the advantages of saving materials and playing a role in reinforcing and stabilizing
The foregoing describes in detail preferred embodiments of the present utility model. It should be understood that numerous modifications and variations can be made in accordance with the concepts of the utility model without requiring creative effort by one of ordinary skill in the art. Therefore, all technical solutions which can be obtained by logic analysis, reasoning or limited experiments based on the prior art by a person skilled in the art according to the inventive concept shall be within the scope of protection defined by the claims.
Claims (8)
1. The load-bearing structure of the assembled building component comprises a ground fixed pile (1), a spandrel girder (2), a reinforcing rib (3), a spandrel column (4), a connecting hole (5) and a connecting rod (6);
The ground fixing piles (1) are arranged on the ground through fixing bolts, the bearing columns (4) are arranged in a jogged mode with the ground fixing piles (1), the bearing beams (2) are arranged in a jogged mode with the bearing columns (4), connecting holes (5) are fixedly formed in two sides of the bearing beams (2), and the reinforcing ribs (3) are movably arranged with the bearing beams (2);
The number of the connecting rods (6) is 2N, wherein N is larger than 1, N connecting rods (6) are connected with the spandrel post (4) and the ground fixing pile (1), and N connecting rods (6) are connected with the spandrel beam (2) and the spandrel post (4); when N is more than 2 and even, connecting columns which are connected with the ground fixing piles (1) or each half of N of the spandrel girder (2) are symmetrically distributed along the axis of the spandrel column (4); when N is more than 2 and is odd, the connecting posts connected with the ground fixing piles (1) or the connecting spandrel girder (2) are circumferentially distributed around the axis of the spandrel post (4).
2. A load-bearing structure of fabricated building elements according to claim 1, wherein: the ground fixing pile (1) is internally provided with a concave which is consistent with the diameter of the bearing column (4).
3. A load-bearing structure of fabricated building elements according to claim 1, wherein: concave parts with the same diameter as the bearing columns (4) are arranged in the bearing beams (2).
4. A load-bearing structure of fabricated building elements according to claim 1, wherein: a plurality of connecting holes (5) are fixedly arranged on two sides of the inside of the spandrel girder (2).
5. A load-bearing structure of fabricated building elements according to claim 1, wherein: the reinforcing rib (3) is movably arranged on the spandrel girder (2) through the connecting hole (5).
6. A load-bearing structure of fabricated building elements according to claim 1, wherein: the outer side of the bearing column (4) is provided with 2N connecting rods (6) up and down, and the bearing column is fixedly installed through fixing bolts.
7. A load-bearing structure of fabricated building elements according to claim 6, wherein: n connecting rods (6) arranged at the lower side of the bearing column (4) are connected with the ground fixing piles (1).
8. A load-bearing structure of fabricated building elements according to claim 6, wherein: n connecting rods (6) arranged on the upper side of the bearing column (4) are connected with the bearing beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322995155.0U CN221236180U (en) | 2023-11-06 | 2023-11-06 | Load-bearing structure of assembled building element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322995155.0U CN221236180U (en) | 2023-11-06 | 2023-11-06 | Load-bearing structure of assembled building element |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221236180U true CN221236180U (en) | 2024-06-28 |
Family
ID=91591779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322995155.0U Active CN221236180U (en) | 2023-11-06 | 2023-11-06 | Load-bearing structure of assembled building element |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221236180U (en) |
-
2023
- 2023-11-06 CN CN202322995155.0U patent/CN221236180U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2020101918A4 (en) | Fabricated beam-to-column joint and construction method | |
| CN106759893B (en) | Assembled steel structure | |
| CN109695295B (en) | Column-beam assembly type integrated variable beam height node and construction method thereof | |
| CN113107131B (en) | Inner ring intersected external cantilever large-span arc-shaped variable-cross-section box type steel beam structure and forming method | |
| CN202324340U (en) | Combined type large steel-pipe truss | |
| CN114482280B (en) | Hexagonal section assembled annular supporting system and installation method thereof | |
| CN111749337A (en) | Large-span cable net structure supported by self-balancing arch truss | |
| CN103669574A (en) | Building frame system and assembly method thereof | |
| CN209874053U (en) | Fast-assembly type H-shaped steel concrete beam column connecting node | |
| CN113006280B (en) | Vertical face arc-shaped steel frame-support-based double-ring combined super-high-rise structure and forming method | |
| CN108915083B (en) | Novel assembled cold-formed thick wall shaped steel frame-bearing structure system | |
| CN107620500B (en) | H-C type assembled node applied to single-layer steel structure cooling tower | |
| CN221236180U (en) | Load-bearing structure of assembled building element | |
| CN111270763A (en) | Assembled concrete frame structure beam column with connected node | |
| CN114108808B (en) | PVC-FRP pipe concrete column and concrete superposed beam combined structure with adjustable connecting node and installation method thereof | |
| CN212104524U (en) | Horizontal bending-resistant beam joint structure for bolt connection assembly type reinforced concrete wallboard | |
| CN214833403U (en) | Steel pipe concrete special-shaped column connection node structure for building engineering | |
| CN212641738U (en) | Modular multi-story high-rise fabricated steel structure frame body | |
| CN212478076U (en) | Prestress assembly type frame structure node connecting structure of additional angle steel | |
| CN209941897U (en) | Quick-assembly type T-shaped steel concrete beam column connecting node | |
| CN205153120U (en) | Buckling restrained brace and concrete beam column T shaped steel anchor connected node | |
| CN220469106U (en) | Novel full-assembled concrete frame connected by field bolt flange plates | |
| CN221298186U (en) | Stress structure of large-span heavy roof | |
| CN211774630U (en) | Steel pipe concrete special-shaped column and I-shaped steel beam connection node structure | |
| CN219431008U (en) | Assembled special-shaped column steel frame-supporting structure system capable of recovering functions |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |