CN204418433U - A kind of adjustable masonry filler wall and frame column flexible connecting structure - Google Patents
A kind of adjustable masonry filler wall and frame column flexible connecting structure Download PDFInfo
- Publication number
- CN204418433U CN204418433U CN201520046597.3U CN201520046597U CN204418433U CN 204418433 U CN204418433 U CN 204418433U CN 201520046597 U CN201520046597 U CN 201520046597U CN 204418433 U CN204418433 U CN 204418433U
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- steel component
- manufactured steel
- frame column
- tension rib
- connecting structure
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Abstract
A kind of adjustable masonry filler wall and frame column flexible connecting structure, belong to technical field of buildings.Primarily of compositions such as frame column, pre-manufactured steel component I, pre-manufactured steel component II, tension rib, infilled walls.Pre-manufactured steel component I is fixed on frame column by reliable connected mode.Pre-manufactured steel component I, pre-manufactured steel component II can carry out site assembly, and tension rib end inserts in the hole of pre-manufactured steel component II circular portion after carrying out bending process.Effect of the present utility model and advantage are: by adopting the method for designing of disengagement between frame column and infilled wall, cut off the interaction between framework and brickwork, are desirable flexible form; By adopting syndeton of the present utility model, utilize its adjustable characteristic, body of wall horizontal reinforcement with infilled wall simultaneously sedimentation, can be able to solve in traditional method, because of infilled wall build by laying bricks or stones after the problem that affects by subsidiary stress of the tension rib that causes of sedimentation; The utility model structure stress is reasonable, simple to operate, easy construction, and durability is strong.
Description
Technical field
The invention belongs to technical field of buildings, particularly relate to a kind of adjustable masonry filler wall and frame column flexible connecting structure.
Background technology
At present, generally adopt between traditional frame column and infilled wall and be rigidly connected.Adopt its maximum drawback of rigidly connected method for designing to be that the subsides of post and infilled wall are built, change Stiffness Distribution or the rigidity sudden change of frame construction from local, formation weak floor, changes the deformation form of corresponding pillar.In geological process, rigidly connected infilled wall autoclasia is serious, causes adverse effect to the main component of structure and the overall performance of structural system simultaneously.
In addition, also there is a lot of problem in the embedded bar method in body of wall, reinforcing bar and post type of attachment adopted and chemically-planted steel bar method.Employing tension rib is embedded in the method in frame column, the modulus difference of the error of building by laying bricks or stones due to practice of construction and building block makes pre-buried tension rib often not corresponding with the position of horizontal mortar joint, have to tension rib people is curved for changing, change its Path of Force Transfer and stress performance, the effect reducing tension rib like this also reduces the stress performance of structure.Secondly, masonry mortar modulus of elasticity is lower, causes the sedimentation after building by laying bricks or stones, makes tension rib and wall connecting place produce subsidiary stress effect.And tension rib chemically-planted steel bar method produced problem to be the reinforcing bar implanted insecure, problems such as the durability of Chemical Felter is unstable, and bar planting method also can not solve and builds tension rib that rear sedimentation causes by laying bricks or stones and wall connecting place produces subsidiary stress problem.These problems have a strong impact on structural safety, reduce the anti-seismic performance of structure, leave security-hidden trouble to engineering.Up to the present there is no the flexible connection forms of frame wall filled with masonry that effective solution infilled wall sedimentation and deformation affects tension rib and frame column.
Summary of the invention
For the technical problem of above-mentioned existence, overcome embedded bar method that tension rib in engineering reality adopts, the deficiency of chemically-planted steel bar method and the subsides of wall and post build existing for problem, the invention provides a kind of adjustable masonry filler wall and frame column flexible connecting structure, it can avoid adopting between infilled wall and frame column pasting being rigidly connected of block, can solve again infilled wall sedimentation and deformation produces subsidiary stress impact on tension rib.Be that a kind of good integrity, power transmission are clear and definite, simple structure, safe and reliable and easy construction type of attachment.Utilize adjustable masonry filler wall and frame column flexible connection forms can improve structure partial anti-seismic performance, improving infilled wall sedimentation and deformation affects tension rib.
The object of the invention is to be achieved through the following technical solutions:
The present invention includes pre-manufactured steel component I, pre-manufactured steel component II, tension rib, frame column and infilled wall, multiple pre-manufactured steel component I is separately fixed on frame column by fixture, pre-manufactured steel component II one end of matching with pre-manufactured steel component I is slidably connected in pre-manufactured steel component I respectively, tension rib one end connects pre-manufactured steel component II, other end contact underlying surfaces, between frame column and underlying surfaces, fluid concrete forms infilled wall.
Further, described pre-manufactured steel component I comprises base plate and is connected draw-in groove with two, and described base plate is symmetrical arranged two through hole, the base plate between two through hole is symmetrical arranged the two connection draw-in grooves connecting pre-manufactured steel component II.
Further, described pre-manufactured steel component II one end is the junction plate be connected with pre-manufactured steel component I Connection Card slot fit, and another link is with the hole connecting tension rib.
Further, described tension rib is with two 90 ° of bendings, and the circular arc bending diameter of its bending is the tension rib diameter of 2.5 times, and first bending is the tension rib diameter place of 10 times in straight portion length, is the first crotch; Second bending is the tension rib diameter place of 5 times in straight portion length, and second wrap direction raw steel muscle and first crotch place plane normal direction, be the second crotch.
Beneficial effect of the present invention is:
Effect of the present invention and advantage are: by adopting the method for designing of disengagement between frame column and infilled wall, have cut off the interaction between frame column and infilled wall, are desirable flexible form; By adopting syndeton of the present invention, utilize its adjustable characteristic, body of wall horizontal reinforcement with infilled wall simultaneously sedimentation, can be able to solve in traditional method, because of infilled wall build by laying bricks or stones after the problem that affects by subsidiary stress of the tension rib that causes of sedimentation; The method reasonable stress, simple to operate, easy construction, durability is strong.
Accompanying drawing explanation
Fig. 1 is pre-manufactured steel component I, pre-manufactured steel component II assembles elevational schematic view;
Fig. 2 is pre-manufactured steel component I, pre-manufactured steel component II fitting plane schematic diagram;
Fig. 3 is pre-manufactured steel component I elevational schematic view;
Fig. 4 is pre-manufactured steel component I floor map;
Fig. 5 is pre-manufactured steel component II schematic diagram;
Fig. 6 is tension rib bending elevation;
Fig. 7 is tension rib bending top view;
Fig. 8 is tension rib bending right view;
Fig. 9 is adjustable masonry filler wall and frame column flexible connection forms floor map;
In figure: 1 pre-manufactured steel component I; 2 is pre-manufactured steel component II; 3 is through hole; 4 is hole, and d is tension rib diameter; 5 is tension rib; 6 is first crotch; 7 is second crotch; 8 is frame column; 9 is infilled wall, 10. draw-in groove, 11. base plates.
Detailed description of the invention
Below by embodiment and accompanying drawing, the invention will be further described.
Embodiment: as shown in Figure 1, the present invention includes pre-manufactured steel component I 1, pre-manufactured steel component II 2, tension rib 5, frame column 8 and infilled wall 9, multiple pre-manufactured steel component I 1 is separately fixed on frame column 8 by fixture, pre-manufactured steel component II 2 one end of matching with pre-manufactured steel component I 1 is slidably connected in pre-manufactured steel component I 1 respectively, tension rib 5 one end connects pre-manufactured steel component II 2, other end contact underlying surfaces, between frame column 8 and underlying surfaces, fluid concrete forms infilled wall 9.
Described pre-manufactured steel component I 1 comprises base plate 11 and is connected draw-in groove 10 with two, and described base plate 11 is symmetrical arranged two through hole, the base plate 11 between two through hole is symmetrical arranged the two connection draw-in grooves 10 connecting pre-manufactured steel component II 2.
Described pre-manufactured steel component II 2 one end is the junction plate be connected with pre-manufactured steel component I 1 Connection Card slot fit, and another link is with the hole 4 connecting tension rib 5, and its diameter is greater than the diameter 2mm of tension rib 5.
Described tension rib 5 is with two 90 ° of bendings, and the circular arc bending diameter of its bending is the tension rib diameter of 2.5 times, and first bending is the tension rib diameter place of 10 times in straight portion length, is the first crotch 6; Second bending is the tension rib diameter place of 5 times in straight portion length, and second wrap direction raw steel muscle and first crotch place plane normal direction, be the second crotch 7.
Pre-manufactured steel component I 1 of the present invention and pre-manufactured steel component II 2 can assemble at the scene, pre-manufactured steel component II 2 rectangular connecting panels part is vertically inserted in pre-manufactured steel component I 1, and half-twist ensure pre-manufactured steel component II can in pre-manufactured steel component I easy slide and not skidding off up and down.Tension rib 5 inserts in the hole 4 of pre-manufactured steel component II 2 circular portion after carrying out bending process.
Lay the relevant position of tension rib 5 according to reality, pre-manufactured steel component I 1 is installed.When being connected with concrete frame trestle 8, pre-manufactured steel component I 1 is fixedly connected with by through hole 3 with frame column 8, can adopt the methods such as nailing, bar planting, setscrew.When being connected with steel structure frame post 8 pre-manufactured steel component I 1 can adopt with frame column 8 weld, the method such as bolt.
Tension rib 5 and pre-manufactured steel component II 2 connected mode are: the straight portion first penetrating the first crotch 6 of tension rib 5, then make the straight portion of the first crotch 6, second crotch 7 through in the hole 4 of pre-manufactured steel component II 2 circular portion successively, finally the part of the second crotch 7 is stuck in the hole 4 of pre-manufactured steel component II 2 circular portion, to ensure that the tension rib 5 laid can freely adjust to suitable position.Build by laying bricks or stones after completing the connection of all pre-manufactured steel components II 2 and pre-manufactured steel component I 1.
After building by laying bricks or stones, between infilled wall and frame column, gap and control seam etc., should process according to related specifications.
Claims (4)
1. an adjustable masonry filler wall and frame column flexible connecting structure, it is characterized in that: comprise pre-manufactured steel component I (1), pre-manufactured steel component II (2), tension rib (5), frame column (8) and infilled wall (9), multiple pre-manufactured steel component I (1) is separately fixed on frame column (8) by fixture, pre-manufactured steel component II (2) one end of matching with pre-manufactured steel component I (1) is slidably connected in pre-manufactured steel component I (1) respectively, tension rib (5) one end connects pre-manufactured steel component II (2), other end contact underlying surfaces, between frame column (8) and underlying surfaces, fluid concrete forms infilled wall (9).
2. adjustable masonry filler wall according to claim 1 and frame column flexible connecting structure, it is characterized in that: described pre-manufactured steel component I (1) comprises base plate and is connected draw-in groove with two, described base plate is symmetrical arranged two through hole, the base plate between two through hole is symmetrical arranged the two connection draw-in grooves connecting pre-manufactured steel component II (2).
3. adjustable masonry filler wall according to claim 1 and frame column flexible connecting structure, it is characterized in that: described pre-manufactured steel component II (2) one end is the junction plate be connected with pre-manufactured steel component I (1) Connection Card slot fit, another link is with the hole (4) connecting tension rib (5).
4. adjustable masonry filler wall according to claim 1 and frame column flexible connecting structure, it is characterized in that: described tension rib (5) is with two 90 ° of bendings, the circular arc bending diameter of its bending is the tension rib diameter of 2.5 times, first bending is the tension rib diameter place of 10 times in straight portion length, is the first crotch (6); Second bending is the tension rib diameter place of 5 times in straight portion length, and second wrap direction raw steel muscle and first crotch place plane normal direction, be the second crotch (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520046597.3U CN204418433U (en) | 2015-01-23 | 2015-01-23 | A kind of adjustable masonry filler wall and frame column flexible connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520046597.3U CN204418433U (en) | 2015-01-23 | 2015-01-23 | A kind of adjustable masonry filler wall and frame column flexible connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204418433U true CN204418433U (en) | 2015-06-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520046597.3U Expired - Fee Related CN204418433U (en) | 2015-01-23 | 2015-01-23 | A kind of adjustable masonry filler wall and frame column flexible connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204418433U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594533A (en) * | 2015-01-23 | 2015-05-06 | 沈阳建筑大学 | Adjustable flexible connecting structure for masonry filler wall and frame column |
| CN110387984A (en) * | 2019-07-31 | 2019-10-29 | 上海建工集团股份有限公司 | The flexible connecting structure and method of inwall and main structure |
-
2015
- 2015-01-23 CN CN201520046597.3U patent/CN204418433U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594533A (en) * | 2015-01-23 | 2015-05-06 | 沈阳建筑大学 | Adjustable flexible connecting structure for masonry filler wall and frame column |
| CN104594533B (en) * | 2015-01-23 | 2017-06-20 | 沈阳建筑大学 | Adjustable masonry filler wall and frame column flexible connecting structure |
| CN110387984A (en) * | 2019-07-31 | 2019-10-29 | 上海建工集团股份有限公司 | The flexible connecting structure and method of inwall and main structure |
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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: 20150624 Termination date: 20170123 |
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| CF01 | Termination of patent right due to non-payment of annual fee |