CN207934188U - Carbon fiber frame structure built in beam - Google Patents
Carbon fiber frame structure built in beam Download PDFInfo
- Publication number
- CN207934188U CN207934188U CN201820224867.9U CN201820224867U CN207934188U CN 207934188 U CN207934188 U CN 207934188U CN 201820224867 U CN201820224867 U CN 201820224867U CN 207934188 U CN207934188 U CN 207934188U
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- reinforcing bar
- steel reinforcement
- carbon cloth
- carbon fiber
- frame structure
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Abstract
Carbon fiber frame structure built in the utility model beam, including multiple column framework of steel reinforcement structures being transversely arranged side by side, two adjacent pillars framework of steel reinforcement structure upper ends are erected with beam reinforcement cages structure, beam reinforcement cages inside configuration is horizontally arranged with multiple hangs muscles, carbon cloth is equipped in hangs muscle, the both ends of carbon cloth are extended to across beam reinforcement cages structure in column framework of steel reinforcement structure, and suspension rod iron is installed in two ends of carbon cloth.In carbon cloth built in the beam of normal construction, the framework of steel reinforcement structure of rod structure, and casting concrete is cured, and integral structure is become, in earthquake occurrence, carbon cloth then starts to bear the load that beam transmission comes in beam, prevents beam from falling, and will not cause because beam-ends destruction, which causes beam, falls caused casualty accident, to enhance the security performance of structure, operation is easier, and not high to personnel and environmental requirement, operating process is few, speed of application is fast, highly practical.
Description
Technical field：
The utility model is related to composite frame structure technical fields, and in particular to carbon fiber frame structure built in beam.
Background technology：
Earthquake is one of the natural calamity of mankind's burst, seriously threatens the security of the lives and property of the mankind.Caused by earthquake
Building structure destroys, and is one of important disaster of earthquake.Therefore, the security performance for how improving structure is always vast scientific research people
Member and civil engineer make great efforts the major issue solved.The utility model is based on this background, it is proposed that the cloth in frame structure
Carbon fiber is set, as the supplement defence line provided fortification against earthquakes.Because carbon fiber has very high tensile property, therefore in frame structure
Carbon fiber is arranged in beam, when big earthquake occurs, Vierendeel girder beam-ends destroys, but carbon fiber does not turn off, will not cause in this way because
Initiation beam is destroyed for beam-ends and falls caused casualty accident, to greatly strengthen the security performance of structure.
Utility model content：
The purpose of this utility model is to provide carbon fiber frame structure built in a kind of beam, in earthquake occurrence, Neng Gouyou
Effect is reduced because structure falls casualty accident.
To achieve the above object, the utility model uses following technical scheme：
Carbon fiber frame structure built in beam provided by the utility model, including：Multiple column reinforcing bars being transversely arranged side by side
Skeleton structure, the column framework of steel reinforcement structure are vertically arranged, and two adjacent column framework of steel reinforcement structure upper ends are erected with beam
Framework of steel reinforcement structure, the beam reinforcement cages structure are transversely arranged, and the beam reinforcement cages inside configuration is horizontally arranged with
Multiple hangs muscles, the hangs muscle is vertically arranged, and carbon cloth is equipped in the hangs muscle, and the both ends of the carbon cloth pass through institute
It states beam reinforcement cages structure to extend in the column framework of steel reinforcement structure, suspension is installed in two ends of the carbon cloth
Rod iron.
The column framework of steel reinforcement structure includes the first reinforcing bar being vertically arranged, and the first reinforcing bar row sets square knot
Structure, the first reinforcing bar outer wall are enclosed equipped with the first stirrup, and the first reinforcing bar binding is being oppositely arranged on first stirrup
First reinforcing bar on be also arranged with the second stirrup, second stirrups of two intersections are in cross.
The beam reinforcement cages structure includes the second reinforcing bar being transversely arranged, and the second reinforcing bar row, which sets, is rectangle knot
Structure, the second reinforcing bar outer wall are enclosed equipped with third stirrup, and the second reinforcing bar binding is on the third stirrup, described rectangular
It is also arranged with lacing wire and hangs muscle on second reinforcing bar being oppositely arranged in the long side of shape structure.
The hangs muscle includes horizontal part, and the carbon cloth is layed on the horizontal part, the both ends of the horizontal part to
Upper bending extends at two be oppositely arranged, second reinforcing bar, and binds in second reinforcing bar.
The suspension rod iron package is fixed in the end of carbon cloth, and by thin wire or viscose glue.
The carbon cloth is installed in by thin wire in the hangs muscle.
The width of the carbon cloth is less than the 1/4 of the column framework of steel reinforcement structure and the beam reinforcement cages structure length of side, i.e.,
The width of the carbon cloth is less than the 1/4 of 1/4 and the square structure length of side of the rectangle structure short side.
The carbon cloth is located at the length in the column framework of steel reinforcement structure and is more than or equal to the column framework of steel reinforcement structure
The half of height.
The advantageous effect of carbon fiber frame structure built in the utility model beam：
1. the structure of the utility model, in carbon cloth built in the beam of normal construction, the framework of steel reinforcement structure of rod structure, and
Casting concrete is cured, and integral structure is become, and in earthquake occurrence, carbon cloth then starts to bear beam biography in beam
The load come is passed, prevents beam from falling, remaining stress, still by the concrete and steel in the beam of unbroken frame structure, rod structure
Reinforcing bar in tendons skeleton structure undertakes, and will not cause because beam-ends destroys and causes beam and fall caused casualty accident, to big
Big enhancing finishes the security performance of structure；
2. the structure operation of the utility model is easier, not high to personnel and environmental requirement, operating process is few, speed of application
Soon, highly practical.
Description of the drawings：
Fig. 1 is the structural schematic diagram of carbon fiber frame structure built in the utility model beam；
Fig. 2 is the structural schematic diagram of column framework of steel reinforcement structure；
Fig. 3 is the structural schematic diagram of beam reinforcement cages structure；
Fig. 4 is the structural schematic diagram of the first stirrup；
Fig. 5 is the structural schematic diagram of the second stirrup；
In figure：1- column framework of steel reinforcement structures, 2- beam reinforcement cages structures, 3- hangs muscles, 4- carbon cloths, 5- hang rod iron,
The first reinforcing bars of 6-, the first stirrups of 7-, the second stirrups of 8-, the second reinforcing bars of 9-, 10- third stirrups, 11- lacing wires, 12- horizontal parts, 13-
Concrete.
Specific implementation mode：
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describing, it is clear that described embodiment is only a part of the embodiment of the utility model, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Lower obtained every other embodiment, shall fall within the protection scope of the present invention.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute in the utility model embodiment
It is only used for explaining relative position relation, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, such as
When the fruit particular pose changes, then directionality instruction also correspondingly changes correspondingly.
In addition, the description for being related to " first ", " second " etc. in the present invention is used for description purposes only, and cannot understand
To indicate or implying its relative importance or implicitly indicate the quantity of indicated technical characteristic.Define as a result, " first ",
The feature of " second " can explicitly or implicitly include at least one of the features.In addition, the technical side between each embodiment
Case can be combined with each other, but must can be implemented as basis with those of ordinary skill in the art, when the combination of technical solution
Conflicting or cannot achieve when occur will be understood that the combination of this technical solution is not present, also not in the requires of the utility model
Protection domain within.
According to Fig. 1~Fig. 5, carbon fiber frame structure built in beam provided by the utility model, including：It is multiple transversely
Column framework of steel reinforcement structure 1 arranged side by side, the column framework of steel reinforcement structure 1 are vertically arranged, two adjacent column reinforcing bars
1 upper end of frame structure is erected with beam reinforcement cages structure 2, and the beam reinforcement cages structure 2 is transversely arranged, the beam reinforcement cages
Multiple hangs muscles 3 are horizontally arranged with inside structure 2, the hangs muscle 3 is vertically arranged, and carbon cloth is equipped in the hangs muscle 3
4, the both ends of the carbon cloth 4 are extended to across the beam reinforcement cages structure 2 in the column framework of steel reinforcement structure 1, in institute
Two ends for stating carbon cloth 4 are installed with suspension rod iron 5, and in the present embodiment, the package of suspension rod iron 5 is in carbon cloth
4 end, and fixed by thin wire or viscose glue.
The column framework of steel reinforcement structure 1 includes the first reinforcing bar 6 being vertically arranged, and 6 row of the first reinforcing bar sets in pros
Shape structure, 6 outer wall of the first reinforcing bar are enclosed equipped with the first stirrup 7, the binding of the first reinforcing bar 6 on first stirrup 7,
The second stirrup 8 is also arranged on first reinforcing bar 6 being oppositely arranged, second stirrup 8 of two intersections is in cross.
The beam reinforcement cages structure 2 includes the second reinforcing bar 9 being transversely arranged, and 9 row of the second reinforcing bar sets in rectangular
Shape structure, 9 outer wall of the second reinforcing bar are enclosed equipped with third stirrup 10, the binding of the second reinforcing bar 9 on the third stirrup 10,
It is also arranged with lacing wire 11 and hangs muscle 3 on second reinforcing bar 9 being oppositely arranged in the long side of the rectangle structure, it is described to hang
Muscle 3 includes horizontal part 12, and the carbon cloth 4 is layed on the horizontal part 12, and is installed in the hangs muscle 3 by thin wire
Horizontal part 12 on, the both ends of the horizontal part 12 are folded upward at, and are extended at two be oppositely arranged, second reinforcing bar 9,
And it binds in second reinforcing bar 9.
The width of the carbon cloth 4 is less than the 1/4 of the column framework of steel reinforcement structure 1 and 2 length of side of beam reinforcement cages structure,
I.e. the width of the carbon cloth 4 is less than the 1/4 of 1/4 and the square structure length of side of the rectangle structure short side, with
Ensure that carbon cloth 4 does not influence the perfusion of beam, column framework of steel reinforcement structure inner concrete 13, the carbon cloth 4 is located at the column
Length in framework of steel reinforcement structure 1 is more than or equal to the half of 1 height of column framework of steel reinforcement structure, to ensure that it has sufficient anchor
Gu.
The process of producing once of carbon fiber frame structure built in the utility model beam is described in detail below in conjunction with the accompanying drawings：
Step 1：Prefabricated post framework of steel reinforcement structure 1
The column framework of steel reinforcement structure 1 includes the first reinforcing bar 6 being vertically arranged, and 6 row of the first reinforcing bar sets in pros
Shape structure, 6 outer wall of the first reinforcing bar are enclosed equipped with the first stirrup 7, the binding of the first reinforcing bar 6 on first stirrup 7,
The second stirrup 8 is also arranged on first reinforcing bar 6 being oppositely arranged, second stirrup 8 of two intersections is in cross；
Step 2：Precast beam reinforced bar skeleton structure 2
The beam reinforcement cages structure 2 includes the second reinforcing bar 9 being transversely arranged, and 9 row of the second reinforcing bar sets in rectangular
Shape structure, 9 outer wall of the second reinforcing bar are enclosed equipped with third stirrup 10, the binding of the second reinforcing bar 9 on the third stirrup 10,
It is also arranged with lacing wire 11 and hangs muscle 3 on second reinforcing bar 9 being oppositely arranged in the long side of the rectangle structure；
Step 3：Assemble column framework of steel reinforcement structure 1 and beam reinforcement cages structure 2
The end of first reinforcing bar 6 and the end of second reinforcing bar 9 are mutually overlapped, and bound, frame is formed
Frame structure；
Step 4：It is laid with carbon cloth 4
Carbon cloth 4 is layed in the hangs muscle 3 of the beam reinforcement cages structure 2, and be fixed, by carbon cloth 4
Two ends for being fixed with suspension rod iron 5 are suspended in the column framework of steel reinforcement structure 1, and in actual job, carbon cloth 4
Cross-sectional width, the thickness and width of carbon cloth 4 is determined according to the area of section of carbon cloth 4, carbon cloth 4
Area of section is then that can bear the dead weight of structure in its load area according to carbon cloth 4 to calculate determination, that is, ensures beam-ends
After destruction, beam falls down, the load that carbon cloth 4 can bear beam dead weight and its transmit, while to ensure the carbon fiber
The width of cloth 4 is less than the 1/4 of the column framework of steel reinforcement structure 1 and 2 length of side of beam reinforcement cages structure, to ensure carbon cloth 4 not
Influence the perfusion of beam, column framework of steel reinforcement structure inner concrete 13.
A work progress of carbon fiber frame structure built in the utility model beam is described in detail below in conjunction with the accompanying drawings：
Step 1：The beam reinforcement cages structure 2 is erected on 1 upper end of column framework of steel reinforcement structure, and is bound,
Form frame structure；
Step 2：It is enclosed outside assembled frame structure and sets support template, form cavity structure；
Step 3：The casting concrete into the cavity structure；
Step 4：The concrete poured is conserved, after concrete setting, the support template is removed, forms beam
Built-in carbon fiber frame structure, completes entire work progress.
Earthquake do not occurring for carbon fiber frame structure built in the beam of the utility model, and when normal use, carbon cloth 4 is not
The stress of stress, frame structure is undertaken by the reinforcing bar of concrete and beam, column framework of steel reinforcement structure in beam, rod structure, works as generation
Violent earthquake beam-ends large deformation or falls trend when causing beam-ends fracture, and the carbon cloth 4 built in beam then starts to bear beam biography
The load come is passed, prevents beam from falling, remaining stress, still by the concrete and steel in the beam of unbroken frame structure, rod structure
Reinforcing bar in tendons skeleton structure undertakes.
Finally it should be noted that：Above example is only to illustrate the technical solution of the utility model rather than limits it
System, although the utility model is described in detail with reference to above-described embodiment, those of ordinary skill in the art should manage
Solution：Specific embodiment of the present utility model can be still modified or replaced equivalently, and without departing from the utility model
Any modification of spirit and scope or equivalent replacement should all cover in present claims range.
Claims (8)
1. carbon fiber frame structure built in a kind of beam, it is characterised in that：Including：Multiple column frameworks of steel reinforcement being transversely arranged side by side
Structure, the column framework of steel reinforcement structure are vertically arranged, and two adjacent column framework of steel reinforcement structure upper ends are erected with beam steel
Skeleton structure, the beam reinforcement cages structure are transversely arranged, and the beam reinforcement cages inside configuration is horizontally arranged with multiple
Hangs muscle, the hangs muscle is vertically arranged, and carbon cloth is equipped in the hangs muscle, and the both ends of the carbon cloth pass through the beam
Framework of steel reinforcement structure extends in the column framework of steel reinforcement structure, and suspension steel is installed in two ends of the carbon cloth
Stick.
2. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The column framework of steel reinforcement structure packet
Include the first reinforcing bar being vertically arranged, the first reinforcing bar row sets square structure, and the first reinforcing bar outer wall is enclosed equipped with the
One stirrup, first reinforcing bar binding on first reinforcing bar being oppositely arranged on first stirrup, being also arranged with the
Second stirrup of two stirrups, two intersections is in cross.
3. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The beam reinforcement cages structure packet
Include the second reinforcing bar being transversely arranged, the second reinforcing bar row, which sets, is rectangle structure, and the second reinforcing bar outer wall is enclosed equipped with the
Three stirrups, the second reinforcing bar binding is in the institute on the third stirrup, being oppositely arranged in the long side of the rectangle structure
It states and is also arranged with lacing wire and hangs muscle on the second reinforcing bar.
4. carbon fiber frame structure built in beam according to claim 3, it is characterised in that：The hangs muscle includes horizontal part,
The carbon cloth is layed on the horizontal part, and the both ends of the horizontal part are folded upward at, and extends to two be oppositely arranged
At second reinforcing bar, and bind in second reinforcing bar.
5. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The suspension rod iron package is in carbon
The end of fiber cloth, and fixed by thin wire or viscose glue.
6. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The carbon cloth passes through thin iron
Silk is installed in the hangs muscle.
7. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The width of the carbon cloth is small
In the 1/4 of the column framework of steel reinforcement structure and the beam reinforcement cages structure length of side.
8. carbon fiber frame structure built in beam according to claim 1, it is characterised in that：The carbon cloth is located at described
Length in column framework of steel reinforcement structure is more than or equal to the half of the column framework of steel reinforcement structure height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820224867.9U CN207934188U (en) | 2018-02-08 | 2018-02-08 | Carbon fiber frame structure built in beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820224867.9U CN207934188U (en) | 2018-02-08 | 2018-02-08 | Carbon fiber frame structure built in beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207934188U true CN207934188U (en) | 2018-10-02 |
Family
ID=63652252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820224867.9U Expired - Fee Related CN207934188U (en) | 2018-02-08 | 2018-02-08 | Carbon fiber frame structure built in beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207934188U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118785A (en) * | 2018-02-08 | 2018-06-05 | 沈阳建筑大学 | Carbon fiber frame structure and preparation method thereof, construction method built in beam |
-
2018
- 2018-02-08 CN CN201820224867.9U patent/CN207934188U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108118785A (en) * | 2018-02-08 | 2018-06-05 | 沈阳建筑大学 | Carbon fiber frame structure and preparation method thereof, construction method built in beam |
| CN108118785B (en) * | 2018-02-08 | 2023-11-21 | 沈阳腾越建筑工程有限公司 | Beam built-in carbon fiber frame structure and manufacturing method and construction method thereof |
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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 |
Granted publication date: 20181002 Termination date: 20210208 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |