CN205530683U - Concatenation formula steel framework structure - Google Patents
Concatenation formula steel framework structure Download PDFInfo
- Publication number
- CN205530683U CN205530683U CN201620050443.6U CN201620050443U CN205530683U CN 205530683 U CN205530683 U CN 205530683U CN 201620050443 U CN201620050443 U CN 201620050443U CN 205530683 U CN205530683 U CN 205530683U
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- China
- Prior art keywords
- steel
- steel column
- column
- horizontal girder
- joint
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Abstract
The utility model discloses a concatenation formula steel framework structure, including erecting steel column and horizontal girder steel, wherein, it all includes the cavity steel column to erect steel column and horizontal girder steel, be formed with strengthening rib and recess on the cavity steel column surface, cavity steel column inboard is equipped with the sliding lock, erecting the upper portion of steel column and connecting the apical grafting head, connect at the bottom of the sub -unit connection, the centre is equipped with the side and connects, the both ends of horizontal girder steel were located in other joint of perpendicular steel column, apical grafting head, the end connect stretches into cavity steel column and fixed mutually with the sliding lock, be equipped with L shaped steel area on the perpendicular steel column, L shaped steel area is fixed in the recess. The utility model provides a concatenation formula steel framework structure through adopting the cavity steel column as erecting steel column and horizontal girder steel, utilizes recess, sliding lock and joint to realize erecting the concatenation between steel column and the horizontal girder steel, saves the screw bolt and nut, also need not welding process to building engineering efficiency can be improved greatly, the cost of labor is reduced, and simple structure, easy to carry out.
Description
Technical field
This utility model relates to a kind of steel bar framework structure, particularly relates to a kind of spliced steel bar framework structure.
Background technology
Existing armored concrete/stone column construction method: cost, construction, durability, shock resistance, safety, engineering
Second-rate inefficient with space serviceability.Existing armored concrete/stone column building course is as follows: first stay
Space (Leave Gap), installs steel bar framework structure (Steel Reinforcement), then by plank/timber template
Support and go along with sb. to guard him and separate (Timber Formwork), then pour into concrete (Pour Concrete).Reinforcing bar mixes
Solidifying earth pillar dry rear (after 3 days), by plank/timber form removable and repairing bubble, total time-consuming about 5 days.
Present in prior art, shortcoming is as follows: need ironworker craftsman, carpenter, concrete craftsman and bricklayer association
Making just to complete work, architectural engineering efficiency is low, and considerably increases cost of labor.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of spliced steel bar framework structure, it is possible to significantly carry
High building engineering efficiency, reduces cost of labor, and simple in construction, it is easy to implement.
This utility model employed technical scheme comprise that a kind of spliced steel bar framework of offer for solving above-mentioned technical problem
Structure, including perpendicular steel column and horizontal girder steel, wherein, described perpendicular steel column and horizontal girder steel all include hollow steel column, described in
It is formed with reinforcement and groove on empty steel column outer surface, inside described hollow steel column, is provided with sliding lock, described perpendicular steel column
Top connects apical grafting head, joint at the bottom of the connection of bottom, and centre is provided with other joint, and perpendicular steel is located at the two ends of described horizontal girder steel
In the other joint of post, described apical grafting head, end joint put in hollow steel column and fix with sliding lock, on described perpendicular steel column
Being provided with L-type steel band, described L-type steel band is fixing in a groove.
Above-mentioned spliced steel bar framework structure, wherein, described sliding lock includes two guiding draw runners being oppositely arranged.
This utility model contrast prior art has a following beneficial effect: the spliced reinforcing steel bar frame that this utility model provides
Shelf structure, by using hollow steel column as perpendicular steel column and horizontal girder steel, utilizes groove, sliding lock and joint to realize perpendicular steel
Splicing between post and horizontal girder steel, saves screw bolt and nut, without welding process such that it is able to is greatly improved and builds
Build engineering efficiency, reduce cost of labor, and simple in construction, it is easy to implement.
Accompanying drawing explanation
Fig. 1 is this utility model spliced steel bar framework structural representation；
Fig. 2 is the perpendicular steel column structure schematic diagram of the spliced steel bar framework of this utility model；
Fig. 3 is the attachment structure schematic diagram that this utility model erects steel column and horizontal girder steel.
In figure:
1 hollow steel column 2 apical grafting head 3 end joint
4 other joint 5 reinforcement 6 sliding locks
7 grooves 8 erect the horizontal girder steel of steel column 9
10 L-type steel bands
Detailed description of the invention
The utility model will be further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is this utility model spliced steel bar framework structural representation；Fig. 2 is the spliced reinforcing bar of this utility model
The perpendicular steel column structure schematic diagram of framework；Fig. 3 is the attachment structure schematic diagram that this utility model erects steel column and horizontal girder steel.
Referring to Fig. 1, Fig. 2 and Fig. 3, the spliced steel bar framework structure that this utility model provides, including perpendicular steel column
8 and horizontal girder steel 9, wherein, described perpendicular steel column 8 and horizontal girder steel 9 all include hollow steel column 1, described hollow steel column 1
It is formed with reinforcement 5 and groove 7 on outer surface, inside described hollow steel column 1, is provided with sliding lock 6, described perpendicular steel column 8
Top connect apical grafting head 2, joint 3 at the bottom of the connection of bottom, centre is provided with other joint 4, the two ends of described horizontal girder steel 9
Being located in the other joint 4 of perpendicular steel column, described apical grafting head 2, end joint 3 put in hollow steel column 1 and consolidate with sliding lock 6 phase
Fixed, described perpendicular steel column 8 is provided with L-type steel band 10, and described L-type steel band 10 is fixed in groove 7.
The spliced steel bar framework structure that this utility model provides, wherein, described sliding lock 6 includes that two are oppositely arranged
Guiding draw runner.During installation, sliding lock on hollow steel column 1 is entered upper and lower steel joint/mouth, connect apical grafting head 2 and the end
Joint 3, erects and positions perpendicular steel column 8, after measuring and correcting, and stickfast or firm upper and lower steel joint/mouth, always
Time-consuming about 5 minutes.
The spliced steel bar framework structure that this utility model provides, by bending iron craftsman, carpenter, concrete craftsman and mud
The work of water craftsman becames one, and only just need to can complete work with bricklayer, improves efficiency for architectural engineering.During installation
Two people are only needed just can easily to erect installation, without using crane.Install appropriate after just can build a wall at once, thus province
Time, accelerate the progress of engineering.Additionally, steel bar framework of the present utility model uses the design of simple slidingtype to fix steel
Anti-.Meanwhile, the work difference connecting steel reinforcement post girder construction pipe can allow the length of perpendicular steel column/horizontal girder steel obtain retractility
Adjustment.These designs eliminate use screw bolt and nut, without welding process.Concrete advantage is as follows: 1) subtract
Reinforced beam and a large amount of cement construction material are lacked；2) substantial amounts of structure in each construction link is decreased
The waste of producing material material；3) building is no longer necessary to high-volume cob brick timber, environmental protection, low-carbon (LC), energy-conservation, comprehensively utilizes valency
Value resource is obvious；4) produced on-site assembles, and decreases the dependence to other traditional building materials and uses and consume, contracting
Short construction period；5) service life is minimum more than 100 years, and building is energy-conservation reaches 90%；Reduce discharging pollution and reach 95%；
The shortening engineering time reaches 80%；Construction costs is low, saves building cost more than 30%；6) structure set and decorating integrative
Change, factorial praluction, Assembling, the environmental pollution such as less sewage, dust, noise；7) raw from construction material
The application of product, building design and construction, constructing operation, remove and the aspect such as build again and consider, with traditional building material (as
Thorough piece of Rhizoma Begoniae Willsonii, concrete) build ratio, can save energy 90%, reduce discharging 95%, save soil 100%, water saving 90%, save wood 90%,
Shorten the production and construction time 90%, reduce cost more than 30%；8) whether with xoncrete structure, steel construction, space
The structure design of the aspects such as structure, combinative structure, ground and basis, and earthquake resistant engineering, to subtract shock insulation be all special
Superior.
Although this utility model discloses as above with preferred embodiment, so it is not limited to this utility model, appoints
What those skilled in the art, without departing from spirit and scope of the present utility model, when making a little amendment and complete
Kind, protection domain the most of the present utility model is when with being as the criterion that claims are defined.
Claims (2)
1. a spliced steel bar framework structure, including perpendicular steel column (8) and horizontal girder steel (9), it is characterised in that
Described perpendicular steel column (8) and horizontal girder steel (9) all include hollow steel column (1), on described hollow steel column (1) outer surface
Being formed with reinforcement (5) and groove (7), described hollow steel column (1) inner side is provided with sliding lock (6), described perpendicular steel
The top of post connects apical grafting head (2), joint (3) at the bottom of the connection of bottom, and centre is provided with other joint (4), described horizontal steel
The two ends of beam (9) are located in the other joint (4) of perpendicular steel column, during described apical grafting head (2), end joint (3) put in
Empty steel column (1) also fixes with sliding lock (6), and described perpendicular steel column (8) is provided with L-type steel band (10), described L
Steel band of model (10) is fixed in groove (7).
Spliced steel bar framework structure the most as claimed in claim 1, it is characterised in that described sliding lock (6) wraps
Include two guiding draw runners being oppositely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050443.6U CN205530683U (en) | 2016-01-19 | 2016-01-19 | Concatenation formula steel framework structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050443.6U CN205530683U (en) | 2016-01-19 | 2016-01-19 | Concatenation formula steel framework structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530683U true CN205530683U (en) | 2016-08-31 |
Family
ID=56766425
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620050443.6U Expired - Fee Related CN205530683U (en) | 2016-01-19 | 2016-01-19 | Concatenation formula steel framework structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530683U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760500A (en) * | 2017-03-07 | 2017-05-31 | 中国五冶集团有限公司 | A kind of formwork support structure of hole to be provided top cover construction |
-
2016
- 2016-01-19 CN CN201620050443.6U patent/CN205530683U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760500A (en) * | 2017-03-07 | 2017-05-31 | 中国五冶集团有限公司 | A kind of formwork support structure of hole to be provided top cover construction |
| CN106760500B (en) * | 2017-03-07 | 2023-06-27 | 中国五冶集团有限公司 | Template supporting structure for construction of reserved hole top cover |
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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: 20160831 Termination date: 20190119 |