CN203603363U - Anti-seismic composite beam of house - Google Patents
Anti-seismic composite beam of house Download PDFInfo
- Publication number
- CN203603363U CN203603363U CN201320824711.1U CN201320824711U CN203603363U CN 203603363 U CN203603363 U CN 203603363U CN 201320824711 U CN201320824711 U CN 201320824711U CN 203603363 U CN203603363 U CN 203603363U
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- CN
- China
- Prior art keywords
- beam assembly
- cross rod
- sheer pole
- support bar
- cross tube
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses an anti-seismic composite beam of a house, and relates to the technical field of building members. The anti-seismic composite beam comprises a beam assembly and supporting rods, wherein the beam assembly comprises an upper cross rod, a lower cross rod and upright columns; the upright columns are respectively arranged between the upper cross rod and the lower cross rod and are fixedly connected with the upper cross rod and the lower cross rod so as to form an integrated structure; holes corresponding to the supporting rods are formed in the beam assembly; the supporting rods are respectively inserted between the upper cross rod and the lower cross rod of the beam assembly through the holes and are fixed on the beam assembly through bolts. The anti-seismic composite beam can be rapidly assembled, so that the construction time is saved; the anti-seismic composite beam is high in anti-seismic performance and heat preservation, so that the construction process is simplified.
Description
Technical field
The utility model relates to a kind of earthquake-resistant building compound beam, belongs to building unit technical field.
background technology:
The structure in house is diversified, wherein, the house that adopts frame construction to build is more common one, in the time that framework adopts reinforced concrete material, need lay at the construction field (site) reinforcing bar and set up template, carry out afterwards pouring concrete, its step is many and loaded down with trivial details, waste of manpower, its anti-seismic performance is low, and does not have insulation effect.
utility model content:
For the problems referred to above, the technical problems to be solved in the utility model is to provide a kind of earthquake-resistant building compound beam.
A kind of earthquake-resistant building compound beam of the present utility model, it comprises beam assembly, support bar, and described beam assembly comprises cross tube, sheer pole and column, and column is separately positioned between cross tube and sheer pole, and is solidified as a whole with cross tube, sheer pole; On described beam assembly, be also provided with the hole corresponding with support bar, support bar is plugged on respectively between the cross tube and sheer pole of beam assembly by hole, and support bar is bolted on beam assembly.
As preferably, described earthquake-resistant building compound beam also comprises buffer bar, every two buffer bars be cross intersection and be fixed on beam assembly and bar strut between, and between cross tube, column, buffer bar or sheer pole, column, buffer bar three, all connections node that crosses is same chase mortise occlusion structure.
As preferably, every two buffer bars that face mutually and form herringbone and support.Described beam assembly, support bar are all mixed by materials such as water, cement, polystyrene foam, Admixtures, have high heat insulating ability.
The beneficial effects of the utility model: can assemble fast, save the engineering time, and anti-seismic performance be high, and there is high heat insulating ability, simplify the step of construction.
accompanying drawing explanation:
For ease of explanation, the utility model is described in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is the utility model structural representation;
Fig. 2 is the structural representation of beam assembly in the utility model.
Fig. 3 is the structural representation of the specific embodiment two.
Fig. 4 is the combination schematic diagram of buffer bar 3-1 and 3-2.
Fig. 5 is schematic diagram after the combination of buffer bar 3-1 and 3-2.
In figure: 1. beam assembly; 1-1. cross tube; 1-2. sheer pole; 1-3. column; 2. support bar; 3-1. buffer bar; 3-2. buffer bar; 4-hole.
the specific embodiment:
For making the purpose of this utility model, technical scheme and advantage more cheer and bright, below by the specific embodiment shown in accompanying drawing, the utility model is described.But should be appreciated that, these descriptions are exemplary, and do not really want to limit scope of the present utility model.In addition, in the following description, omitted the description to known features and technology, to avoid unnecessarily obscuring concept of the present utility model.
The specific embodiment one: as shown in Figure 1-2, this specific embodiment is by the following technical solutions: earthquake-resistant building compound beam, it comprises beam assembly 1, support bar 2, described beam assembly 1 comprises cross tube 1-1, sheer pole 1-2 and column 1-3, column 1-3 is separately positioned between cross tube 1-1 and sheer pole 1-2, and is solidified as a whole with cross tube 1-1, sheer pole 1-2; On described beam assembly 1, be also provided with the hole corresponding with support bar 24, support bar 2 is plugged on respectively between the cross tube 1-1 and sheer pole 1-2 of beam assembly 1 by hole 4, and support bar 2 is bolted on beam assembly 1.
This specific embodiment is by being plugged on support bar 2 on beam assembly 1, and by bolt-locking, it is easy to assembly, directly in compound beam, pours into a mould, and save the engineering time, and anti-seismic performance is high, and has high heat insulating ability, has simplified the step of construction.
The specific embodiment two: as shown in Figure 3, the earthquake-resistant building compound beam of this specific embodiment also comprises buffer bar 3-1 and buffer bar 3-2, every two buffer bars be cross intersection and be fixed on beam assembly 1 and bar strut 2 between, and between cross tube 1-1, column 1-3, buffer bar 3-1 or sheer pole 1-2, column 1-3, buffer bar 3-2 three, all connections node that crosses is same chase mortise occlusion structure.
In present embodiment, every two buffer bar 3-1 that face mutually and buffer bar 3-2 form herringbone support.Described beam assembly 1, support bar 2 are all mixed by materials such as water, cement, polystyrene foam, Admixtures, have high heat insulating ability.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (2)
1. earthquake-resistant building compound beam, it is characterized in that: it comprises beam assembly (1), support bar (2), described beam assembly (1) comprises cross tube (1-1), sheer pole (1-2) and column (1-3), column (1-3) is separately positioned between cross tube (1-1) and sheer pole (1-2), and is solidified as a whole with cross tube (1-1), sheer pole (1-2); On described beam assembly (1), be also provided with the hole (4) corresponding with support bar (2), support bar (2) is plugged on respectively between the cross tube (1-1) and sheer pole (1-2) of beam assembly (1) by hole (4), and support bar (2) is bolted on beam assembly (1).
2. earthquake-resistant building compound beam according to claim 1, it is characterized in that: described earthquake-resistant building compound beam also comprises buffer bar (3-1) and buffer bar (3-2), every two buffer bars be cross intersection and be fixed on beam assembly (1) and support bar (2) between, and between cross tube (1-1), column (1-3), buffer bar (3-1) or sheer pole (1-2), column (1-3), buffer bar (3-2) three, all connections node that crosses is same chase mortise occlusion structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320824711.1U CN203603363U (en) | 2013-12-16 | 2013-12-16 | Anti-seismic composite beam of house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320824711.1U CN203603363U (en) | 2013-12-16 | 2013-12-16 | Anti-seismic composite beam of house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603363U true CN203603363U (en) | 2014-05-21 |
Family
ID=50716043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320824711.1U Expired - Fee Related CN203603363U (en) | 2013-12-16 | 2013-12-16 | Anti-seismic composite beam of house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603363U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227599A (en) * | 2020-09-30 | 2021-01-15 | 贵州路桥集团有限公司 | Embedded steel-concrete composite beam wrapped with hoops |
-
2013
- 2013-12-16 CN CN201320824711.1U patent/CN203603363U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227599A (en) * | 2020-09-30 | 2021-01-15 | 贵州路桥集团有限公司 | Embedded steel-concrete composite beam wrapped with hoops |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140521 Termination date: 20141216 |
|
| EXPY | Termination of patent right or utility model |