CN206625460U - Triangle component frame - Google Patents
Triangle component frame Download PDFInfo
- Publication number
- CN206625460U CN206625460U CN201720248337.3U CN201720248337U CN206625460U CN 206625460 U CN206625460 U CN 206625460U CN 201720248337 U CN201720248337 U CN 201720248337U CN 206625460 U CN206625460 U CN 206625460U
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- Prior art keywords
- triangle
- diagonal
- reinforcing bar
- reinforcement
- component frame
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Abstract
Triangle component frame, formed by three reinforcement weldings；A wherein foundation reinforcing bar and two diagonal reinforcements are welded to mutually triangle；In the weld of diagonal reinforcement and bottom reinforcing bar, diagonal reinforcement not stretched head, bottom reinforcing bar stretched head；In the weld of two diagonal reinforcements, two diagonal reinforcements are lifted one's head, pitched in composition；So the stability of triangle and diagonal reinforcement can be utilized to decompose vertical active force, vertical load is quickly moved to both sides point；Its advantage is that the triangle in triangle component frame has stability feature, can make the reinforced concrete structure body increase stability for employing the part；The bottom reinforcing bar colligation of triangle component frame is simultaneously covered with principal rod, it can utilize the inclination feature of diagonal reinforcement that vertical load is decomposed and is located on principal rod, progressively vertical load can be moved to the both sides of principal rod point using after several triangle component framves, and concentrate and shift to house column；The load capacity of house crossbeam can so be increased or reduce the sectional dimension of crossbeam.
Description
Technical field
Building structure component technology field is the utility model is related to, it is particularly a kind of to be used for point triangle for moving vertical load point
Power frame.
Background technology
With expanding economy, modern architecture skyscraper is to multi-functional, comprehensive purposes development, in same building
In, upper floor arrangement house, office, guest room etc., lower floor is used as the business such as shop, restaurant and cultural and recreational facilities
Room.The floors of different purposes is, it is necessary to the standard width of a room in an old-style house of different sizes, using different structure type.Such skyscraper must be set
The structure of the small space in top and bottom large space is counted into, requires there is transferred floor design for this.
At present, beam lead diodes are a kind of common transformational structure forms.Typically apply to Large Space at Lower Part frame branch to cut
Power wall and frame structure system.By falling on conversion beam for top pillar screen frame frame or shear wall, then supported and changed by transition mast
Beam.It has stress clear and definite, and power transmission is direct, the features such as being easy to analyze.But when conversion beam span is very big and the support number of plies is more
When, the vertical load to be got off by conversion beam support upper box trestle or wall transmission will be very big, causes the sectional dimension of conversion beam
It is excessive, it is unfavorable for the utilization of floor height and the laying of pipeline.
Utility model content
Problem to be solved in the utility model is to provide a kind of portion of decomposable asymmetric choice net vertical load for above-mentioned technical problem
Part, load capacity can be increased during so as to applied to beam steel structure.
In order to solve the above technical problems, technical scheme is triangle component frame used by the utility model, it is characterised in that
Formed by three reinforcement weldings；A wherein foundation reinforcing bar and two diagonal reinforcements are welded to mutually triangle；In diagonal reinforcement
With the weld of bottom reinforcing bar, diagonal reinforcement not stretched head, bottom reinforcing bar stretched head；In the weld of two diagonal reinforcements, two diagonal reinforcements
Lift one's head and in shape is reversed, pitch in composition, the torsion shape makes the plane and triangle that the part of lifting one's head of two diagonal reinforcements formed
The plane formed is in vertical state；So the stability of triangle and diagonal reinforcement can be utilized to decompose vertical active force, make to erect
Quickly moved to load to both sides point.
In use, by the bottom reinforcing bar colligation of the triangle component frame on the principal rod of beam steel, by triangle component frame
Upper fork colligation on the frame force rib closed on, and one immediately one make the bottom steel that triangle component frame is expired in continuous colligation on principal rod
Muscle；The vertical load suffered by house crossbeam can be so decomposed from longitudinal direction, and vertical load is moved to house column point.
The beneficial effects of the utility model are that the triangle in triangle component frame has stability feature, can make to employ
The reinforced concrete structure body increase stability of the part；The bottom reinforcing bar colligation of triangle component frame is simultaneously covered with principal rod, can
So that vertical load is decomposed and is located on principal rod using the inclination feature of diagonal reinforcement, using can after several triangle component framves
Progressively to move vertical load to the both sides of principal rod point, and concentrate and shift to house column；House crossbeam can so be increased
Load capacity or the sectional dimension for reducing crossbeam.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model triangle component frame.
Fig. 2 is the facade structures schematic diagram that triangle component frame is in use house crossbeam.
In figure：1. bottom reinforcing bar, 2. diagonal reinforcements, fork, 4. principal rods, 5. frame force ribs, 6. house crossbeams, 7. houses are stood on 3.
Post, 8. triangle component framves.
Embodiment
With reference to embodiment, the utility model is described in further detail.
As illustrated, the utility model triangle component frame 8 is formed by three reinforcement weldings；A wherein foundation reinforcing bar 1 and two
Root diagonal reinforcement 2 is welded to mutually triangle；In the weld of diagonal reinforcement 2 and bottom reinforcing bar 1, the not stretched head of diagonal reinforcement 2, bottom
The stretched head of reinforcing bar 1；In the weld of two diagonal reinforcements 2, two diagonal reinforcements 2 are lifted one's head and in shape is reversed, pitch 3 in composition, the torsion
Turning shape makes plane that the plane that the part of lifting one's head of two diagonal reinforcements formed formed with triangle in vertical state；Make
The utility model triangle component frame 8.This triangle component frame 8 can utilize the stability feature of triangle and the inclination of diagonal reinforcement
Feature decomposes vertical active force, vertical load is quickly moved to both sides point.
In use, by the principal rod 4 of the colligation of bottom reinforcing bar 1 beam steel in house crossbeam 6 of the triangle component frame 8,
By the colligation of upper fork 3 of triangle component frame 8 on the frame force rib 5 closed on, and one immediately one expire continuous colligation on principal rod 4
The bottom reinforcing bar 1 of triangle component frame；The vertical load suffered by house crossbeam 6 can be so decomposed from longitudinal direction, and makes vertical load
Divide shifting to house column 7.
Claims (1)
1. triangle component frame, it is characterised in that formed by three reinforcement weldings；A wherein foundation reinforcing bar（1）With two diagonal reinforcements
（2）It is welded to triangle mutually；In diagonal reinforcement（2）With bottom reinforcing bar（1）Weld, diagonal reinforcement（2）Not stretched head, bottom
Reinforcing bar（1）Stretched head；In two diagonal reinforcements（2）Weld, two diagonal reinforcements（2）Lift one's head and in shape is reversed, pitched in composition
（3）, the torsion shape makes plane that the plane that the part of lifting one's head of two diagonal reinforcements formed formed with triangle in vertical state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720248337.3U CN206625460U (en) | 2017-03-15 | 2017-03-15 | Triangle component frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720248337.3U CN206625460U (en) | 2017-03-15 | 2017-03-15 | Triangle component frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206625460U true CN206625460U (en) | 2017-11-10 |
Family
ID=60208048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720248337.3U Expired - Fee Related CN206625460U (en) | 2017-03-15 | 2017-03-15 | Triangle component frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206625460U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305495A (en) * | 2020-03-15 | 2020-06-19 | 湖南城市学院 | Lightweight concrete combined stair |
-
2017
- 2017-03-15 CN CN201720248337.3U patent/CN206625460U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305495A (en) * | 2020-03-15 | 2020-06-19 | 湖南城市学院 | Lightweight concrete combined stair |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171110 Termination date: 20180315 |