CN205558030U - Crossbeam structure for assembly type structure - Google Patents
Crossbeam structure for assembly type structure Download PDFInfo
- Publication number
- CN205558030U CN205558030U CN201620212848.5U CN201620212848U CN205558030U CN 205558030 U CN205558030 U CN 205558030U CN 201620212848 U CN201620212848 U CN 201620212848U CN 205558030 U CN205558030 U CN 205558030U
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- CN
- China
- Prior art keywords
- split type
- girder steel
- type girder
- support column
- rigid beam
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- 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 a crossbeam structure for assembly type structure, including house back timber, rigidity crossbeam, the split type girder steel of second and cement, the embedded cast iron of installing in inside of rigidity crossbeam, cement sets up the inside at cast iron, install the support column on the rigidity crossbeam, the house back timber is installed on the support column, the rigidity crossbeam left and right sides is equipped with the bolt, first split type girder steel is installed in fixing device's below left side, and the split type steel beam mounting of second is on fixing device's below right side, first split type girder steel is equipped with the filler with the clearance department of the split type girder steel of second, and the base is installed to the below of first split type girder steel. The utility model discloses when use or strength requirement are high for a long time, fill reinforced concrete between adjacent first split type girder steel and the split type girder steel of second to the reinforcing load is violently carried, improves the intensity and the life of crossbeam for the assembly type structure.
Description
Technical field
The utility model relates to crossbeam equipment technical field, is specially a kind of assembled architecture beam structure.
Background technology
Girder steel is welded by steel plate or shaped steel or riveting forms.Owing to riveting expense material of taking a lot of work, often main to be welded as.Conventional Welding Composite Beam is the I-section and box section being made up of upper and lower flange plate and web, the latter relatively takes material, and production process is more numerous, but there is bigger bending rigidity and torsional rigidity, it is adaptable to have lateral load and antitorque requirement is higher or deck-molding such as is restricted at the situation.And one of significant components that tie-rod is attached on girder steel, it is directly connected to the stable of whole steel beam structure and safety, is also cannot substituted parts, although although existing tie-rod has possessed certain advantage, but it still also exists some defects.Traditional steel beam structure in anticorrosion, on the life-span, on in-site installation, use on scientific rationality and there is also many deficiencies.Therefore, prior art existing defects, need to improve.
Summary of the invention
The purpose of this utility model is to provide a kind of assembled architecture beam structure, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, the utility model following technical scheme of offer: a kind of assembled architecture beam structure, including house back timber, rigid beam, second split type girder steel and cement, the formula that is internally embedded of described rigid beam is provided with cast iron, described cement is arranged on the inside of cast iron, on described rigid beam, support column is installed, described house back timber is installed on the support columns, and house back timber is connected with by support column with rigid beam, the described rigid beam left and right sides is provided with bolt, and rigid beam is bolted connection with fixing device, the lower left of described fixing device is provided with the first split type girder steel, and second split type steel girder erection at the lower right of fixing device, the gap location of described first split type girder steel and the second split type girder steel is provided with filler, and first the lower section of split type girder steel base is installed.
Preferably, described rigid beam is provided with suspension ring, and suspension ring are provided with four altogether.
Preferably, described first split type girder steel and the second split type steel beam structure are identical, and the first split type girder steel and the second split type girder steel are installed in the lower section of rigid beam.
Preferably, described support column is provided with four altogether, and house back timber is connected with by support column with rigid beam.
Preferably, the appearance wall of described rigid beam is provided with anti-guncotton.
Preferably, described support column goes out to be provided with damping device with the gap of house back timber.
Compared with prior art, the beneficial effects of the utility model are: the utility model is scientific and reasonable for structure, easy to use efficiently；By being provided with four suspension ring on rigid beam, suspension ring can be with decorating ceiling lamp and dress goods, and suspension ring are fastenedly connected with rigid beam simultaneously, it is ensured that the stability of assembled architecture beam structure, improve the multifunctionality joining formula beam structure for building simultaneously；When permanent use or requirement of strength height, between the first adjacent split type girder steel and the second split type girder steel, fill reinforced concrete, load horizontal load to strengthen, improve intensity and the service life of assembled architecture crossbeam；Assembled architecture crossbeam convenient in carrying, has bigger bending rigidity performance, and service life is long, can Fast Installation, favorable anti-corrosion effect, improve the construction period, reduce intensity of workers, improve the practicality of assembled architecture beam structure；Being provided with one layer of anti-guncotton by the appearance wall of rigid beam, when a fire, anti-guncotton is effectively guaranteed rigid beam and is not destroyed, it is ensured that house will not cave in, and improves the life security of people；By the gap location of support column Yu house back timber, damping device is installed, is effectively guaranteed the security in house, do not result in the phenomenon that house caves in.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model a kind of assembled architecture beam structure；
Fig. 2 is the left view of the rigid beam of the utility model a kind of assembled architecture beam structure.
In figure: 1-house back timber；2-support column；3-rigid beam；4-bolt；The split type girder steel of 5-first；6-filler；7-base；8-suspension ring；The split type girder steel of 9-second；10-cast iron；11-cement；12-fixing device；The anti-guncotton of 13-；14-damping device.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the utility model rather than whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of the utility model protection.
nullRefer to Fig. 1-2，A kind of embodiment that the utility model provides: a kind of assembled architecture beam structure，Including house back timber 1、Rigid beam 3、Second split type girder steel 9 and cement 11，The formula that is internally embedded of rigid beam 3 is provided with cast iron 10，Cement 11 is arranged on the inside of cast iron 10，Support column 2 is installed on rigid beam 3，House back timber 1 is arranged on support column 2，And house back timber 1 is connected with by support column 2 with rigid beam 3，Rigid beam 3 left and right sides is provided with bolt 4，And rigid beam 3 is fastenedly connected by bolt 4 with fixing device 12，The lower left of fixing device 12 is provided with the first split type girder steel 5，And second split type girder steel 9 be arranged on the lower right of fixing device 12，The gap location of the first split type girder steel 5 and the second split type girder steel 9 is provided with filler 6，And first the lower section of split type girder steel 5 base 7 is installed，Suspension ring 8 are installed on rigid beam 3，And suspension ring 8 are provided with four altogether，First split type girder steel 5 is identical with the second split type girder steel 9 structure，And first split type girder steel 5 and the second split type girder steel 9 be installed in the lower section of rigid beam 3，Support column 2 is provided with four altogether，And house back timber 1 is connected with by support column 2 with rigid beam 3，The appearance wall of rigid beam 3 is provided with anti-guncotton 13，Support column 2 goes out to be provided with damping device 14 with the gap of house back timber 1.
Specifically used mode: in utility model works, by support column 2, house back timber 1 and rigid beam 3 constitute assembled architecture crossbeam, four suspension ring 8 are installed on rigid beam 3, suspension ring 8 can hang a little pendent lamp and fixture, improve the multifunctionality of assembled architecture crossbeam, it is respectively arranged on the left side and the right side the first split type girder steel 5 and the second split type girder steel 9 by rigid beam 3, make whole assembled architecture crossbeam the most firm, the most also save substantial amounts of material, there is bigger bending rigidity performance, service life is long, can Fast Installation, improve the construction period, reduce intensity of workers.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and in the case of without departing substantially from spirit or essential attributes of the present utility model, it is possible to realize the utility model in other specific forms.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes fallen in the implication of equivalency and scope of claim included in the utility model.Should not be considered as limiting involved claim by any reference in claim.
Claims (6)
- null1. an assembled architecture beam structure，Including house back timber (1)、Rigid beam (3)、Second split type girder steel (9) and cement (11)，It is characterized in that: the formula that is internally embedded of described rigid beam (3) is provided with cast iron (10)，Described cement (11) is arranged on the inside of cast iron (10)，Support column (2) is installed on described rigid beam (3)，Described house back timber (1) is arranged on support column (2)，And house back timber (1) is connected with by support column (2) with rigid beam (3)，Described rigid beam (3) left and right sides is provided with bolt (4)，And rigid beam (3) is fastenedly connected by bolt (4) with fixing device (12)，The lower left of described fixing device (12) is provided with the first split type girder steel (5)，And second split type girder steel (9) be arranged on the lower right of fixing device (12)，Described first split type girder steel (5) is provided with filler (6) with the gap location of the second split type girder steel (9)，And first the lower section of split type girder steel (5) base (7) is installed.
- A kind of assembled architecture beam structure the most according to claim 1, it is characterised in that: suspension ring (8) are installed on described rigid beam (3), and suspension ring (8) are provided with four altogether.
- A kind of assembled architecture beam structure the most according to claim 1, it is characterized in that: described first split type girder steel (5) is identical with the second split type girder steel (9) structure, and the first split type girder steel (5) is installed in the lower section of rigid beam (3) with the second split type girder steel (9).
- A kind of assembled architecture beam structure the most according to claim 1, it is characterised in that: described support column (2) is provided with four altogether, and house back timber (1) is connected with by support column (2) with rigid beam (3).
- A kind of assembled architecture beam structure the most according to claim 1, it is characterised in that: the appearance wall of described rigid beam (3) is provided with anti-guncotton (13).
- A kind of assembled architecture beam structure the most according to claim 1, it is characterised in that: described support column (2) goes out to be provided with damping device (14) with the gap of house back timber (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620212848.5U CN205558030U (en) | 2016-03-21 | 2016-03-21 | Crossbeam structure for assembly type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620212848.5U CN205558030U (en) | 2016-03-21 | 2016-03-21 | Crossbeam structure for assembly type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558030U true CN205558030U (en) | 2016-09-07 |
Family
ID=56815085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620212848.5U Expired - Fee Related CN205558030U (en) | 2016-03-21 | 2016-03-21 | Crossbeam structure for assembly type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205558030U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680870A (en) * | 2019-03-07 | 2019-04-26 | 江苏承天新型建材有限公司 | A kind of reinforced steel structure spandrel girder |
-
2016
- 2016-03-21 CN CN201620212848.5U patent/CN205558030U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680870A (en) * | 2019-03-07 | 2019-04-26 | 江苏承天新型建材有限公司 | A kind of reinforced steel structure spandrel girder |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20210321 |