CN205857378U - Concrete beam and the Component composition structure of brick wall - Google Patents
Concrete beam and the Component composition structure of brick wall Download PDFInfo
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- CN205857378U CN205857378U CN201620635091.0U CN201620635091U CN205857378U CN 205857378 U CN205857378 U CN 205857378U CN 201620635091 U CN201620635091 U CN 201620635091U CN 205857378 U CN205857378 U CN 205857378U
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- brick wall
- angle steel
- concrete beam
- component composition
- composition structure
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Abstract
This utility model is a kind of combinative structure, particularly to the Component composition structure of a kind of concrete beam Yu brick wall, is particularly suitable for increasing the situation of component on concrete structure side bar.Including concrete beam, brick wall and a pair angle steel, one of them angle steel is fixed on knuckle on the end of concrete beam, another one angle steel is located at one end knuckle bottom brick wall, and two angle steel are welded into " Z " font, between described angle steel and concrete beam, is fixed by expansion bolt respectively between angle steel and brick wall.Concrete beam is convenient to assemble and disassemble with the Component composition structure of brick wall, and easy construction, operating characteristics is outstanding.
Description
Technical field
This utility model is a kind of combinative structure, particularly to the Component composition structure of a kind of concrete beam Yu brick wall, the suitableeest
It is combined in the situation increasing component on concrete structure side bar.
Background technology
Build during building or using, along with being continually changing that owner requires, original design need are modified, but right
The structure limit constructed increases floor, even builds outside side bar and fills wall, by current existing reinforcing Normal practice, and one
As be on original structure by design requirements hole chemistry plant reinforcing bar, then pour new concrete structure and be attached with original concrete structure,
The method to a certain extent can injury of primary structure, the most former member section is less, is to avoid the reinforcing bar in structure during boring
Position, the reinforcing bar deviations that frequently can lead to new construction is bigger;Other reinforcement means does bracket as used the method embracing stirrup
Being attached, the general cost of this type of method is higher, and highly professional, it is not easy to control construction quality.
Summary of the invention
This utility model mainly solves the deficiencies in the prior art, compact conformation, economical and practical, to meet structure former
The concrete beam of reason and the Component composition structure of brick wall.
Above-mentioned technical problem of the present utility model is mainly addressed by following technical proposals:
A kind of concrete beam and the Component composition structure of brick wall, including concrete beam, brick wall and a pair angle steel, one of them angle steel is fixed
Knuckle on the end of concrete beam, another one angle steel is located at one end knuckle bottom brick wall, and two angle steel are welded into " Z " font,
Between described angle steel and concrete beam, fixed by expansion bolt respectively between angle steel and brick wall.
As preferably, two expansion bolts are in the distribution of dislocation right angle, and described angle steel is equal leg angle or unequal angle.
As preferably, described concrete beam and brick wall are in being horizontally or vertically distributed.
Including conventional angle steel, expansion bolt.Angle steel is according to using equilateral or inequilateral needed for engineering, on-demand intercepting is long
Degree, reserved expansion bolt hole, carry out preservative treatment, use butt welding to be combined into zigzag, solid with the expansion bolt of suitable specification
It is scheduled on original structure limit, makes zigzag angle steel top hang over original structure, below must be as the strong point of new construction, concrete the newest, old
Structure just couples together.
This infrastructure cost less investment, material is conventional, only need to simply process;Pollution-free;Install during use, check conveniently;Knot
Structure reasonable stress.
The specification of angle steel should determine according to the intensity of the size of engineering requirements, structural checking computation, and thickness answers >=5mm;Angle
Steel should carry out preservative treatment before installing.
Angle steel is combined into the weld seam of zigzag and uses butt welding.
Expansion bolt specification answers >=10, and spacing, by design requirement, should avoid original structure reinforcing bar during construction.
Original structure should process smooth with angle steel contact site, and surface meets the requirement of shaped steel binding site.
Here original structure refers to concrete beam, and new construction refers to brick wall.
Therefore, the concrete beam of this utility model offer and the Component composition structure of brick wall, convenient to assemble and disassemble, easy construction, operation
Performance is outstanding.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is another structural representation of the present utility model.
Detailed description of the invention
Below by embodiment, and combine accompanying drawing, the technical solution of the utility model is described in further detail.
The Component composition structure of embodiment: as depicted in figs. 1 and 2, a kind of concrete beam and brick wall, including concrete beam 1, brick wall 2 and
A pair angle steel 3, one of them angle steel 3 is fixed on knuckle on the end of concrete beam 1, and another one angle steel 3 is located at bottom brick wall 2
End knuckle, two angle steel 3 are welded into " Z " font, respectively by expanding between described angle steel 3 and concrete beam 1, between angle steel 3 and brick wall 2
Bolt 4 is fixed.
Two expansion bolts 4 are in the distribution of dislocation right angle, and described angle steel 3 is equal leg angle or unequal angle.
Described concrete beam 1 and brick wall 2 are in being horizontally or vertically distributed.
Claims (3)
1. a concrete beam and the Component composition structure of brick wall, it is characterised in that: include concrete beam (1), brick wall (2) and a pair angle steel
(3), one of them angle steel (3) is fixed on knuckle on the end of concrete beam (1), and another one angle steel (3) is located at brick wall (2) bottom
One end knuckle, two angle steel (3) are welded into " Z " font, between described angle steel (3) and concrete beam (1), between angle steel (3) and brick wall (2)
Fixed by expansion bolt (4) respectively.
Concrete beam the most according to claim 1 and the Component composition structure of brick wall, it is characterised in that: two expansion bolts (4)
In the distribution of dislocation right angle, described angle steel (3) is equal leg angle or unequal angle.
Concrete beam the most according to claim 1 and 2 and the Component composition structure of brick wall, it is characterised in that: described concrete beam (1)
With brick wall (2) in being horizontally or vertically distributed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620635091.0U CN205857378U (en) | 2016-06-24 | 2016-06-24 | Concrete beam and the Component composition structure of brick wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620635091.0U CN205857378U (en) | 2016-06-24 | 2016-06-24 | Concrete beam and the Component composition structure of brick wall |
Publications (1)
Publication Number | Publication Date |
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CN205857378U true CN205857378U (en) | 2017-01-04 |
Family
ID=57637217
Family Applications (1)
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CN201620635091.0U Active CN205857378U (en) | 2016-06-24 | 2016-06-24 | Concrete beam and the Component composition structure of brick wall |
Country Status (1)
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CN (1) | CN205857378U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
-
2016
- 2016-06-24 CN CN201620635091.0U patent/CN205857378U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106869385A (en) * | 2017-03-03 | 2017-06-20 | 山东大学 | Full assembled steel prefabricated concrete floor combination beam |
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GR01 | Patent grant |