CN205822595U - Beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure - Google Patents
Beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure Download PDFInfo
- Publication number
- CN205822595U CN205822595U CN201620632814.1U CN201620632814U CN205822595U CN 205822595 U CN205822595 U CN 205822595U CN 201620632814 U CN201620632814 U CN 201620632814U CN 205822595 U CN205822595 U CN 205822595U
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- China
- Prior art keywords
- reinforcement
- arrangement
- beam body
- anchorage head
- reinforcement layer
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 103
- 238000000034 method Methods 0.000 title claims abstract description 25
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000005452 bending Methods 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of beam body hole to be provided reinforcement and process the arrangement of reinforcement of structure, including hole to be provided and multilamellar arrangement of reinforcement layer, arrangement of reinforcement layer includes some X-axis arrangements of reinforcement, some Y-axis arrangements of reinforcement and the some oblique reinforcing bars mutually interted, the interspersed overlap joint successively of some oblique reinforcing bars in same arrangement of reinforcement layer, and form closing structure around hole to be provided, the two ends of every oblique reinforcing bar are equipped with the anchorage head of bending, described anchorage head is consistent with the bearing of trend of described X-axis arrangement of reinforcement, and anchorage head end is provided with along Z-direction for the supporting section conflicted with adjacent arrangement of reinforcement layer.This beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure, can make between arrangement of reinforcement layer the most fixing, it is ensured that the spacing between arrangement of reinforcement layer and arrangement of reinforcement layer.
Description
Technical field
This utility model relates to building beam body reinforcement structure, processes the arrangement of reinforcement of structure particularly to beam body hole to be provided reinforcement.
Background technology
Along with becoming increasingly complex of building function, the quantity of equipment pipe gets more and more, at some in particular cases, such as
Limited by clear height, it may appear that equipment pipe must pass through beam body cross section, if the external diameter of equipment pipe beam body high 1/8 to
Between 1/4, then must strengthen around reserving hole, otherwise can affect the shearing resistance of beam body, anti-bending strength.
At present, the Chinese patent of Publication No. CN 205063185 U discloses a kind of beam body hole to be provided reinforcement and processes structure
Arrangement of reinforcement, it includes the hole to be provided being arranged in beam body, if the arrangement of reinforcement that described reinforcement processes structure includes dried layer arrangement of reinforcement layer, often
The described arrangement of reinforcement layer of layer includes: some X axle arrangements of reinforcement, some Y axle arrangements of reinforcement and the some oblique reinforcing bars mutually interted, with
The interspersed overlap joint successively of some oblique reinforcing bars in one arrangement of reinforcement layer, and form closing structure around described hole to be provided, described in every
The two ends of oblique reinforcing bar are equipped with the anchorage head of bending, and described anchorage head is consistent with the bearing of trend of described X-axis arrangement of reinforcement, same join
In muscle layer, some X-axis arrangements of reinforcement are mutually perpendicular to overlap joint with some Y-axis arrangements of reinforcement.This beam body hole to be provided reinforcement processes joining of structure
Although muscle can strengthen the shearing resistance at beam body hole to be provided, anti-bending strength to a certain extent, but in work progress, arrangement of reinforcement layer
And the most fixing between arrangement of reinforcement layer, it is easily caused position between arrangement of reinforcement layer and offsets, make spacing between arrangement of reinforcement layer uneven.
Utility model content
The deficiency existed for prior art, the purpose of this utility model is to provide a kind of beam body hole to be provided reinforcement to process
The arrangement of reinforcement of structure, can make between arrangement of reinforcement layer the most fixing, it is ensured that the spacing between arrangement of reinforcement layer and arrangement of reinforcement layer.
Above-mentioned technical purpose of the present utility model has the technical scheme that a kind of beam body hole to be provided adds
The arrangement of reinforcement of strength reason structure, including hole to be provided and multilamellar arrangement of reinforcement layer, if arrangement of reinforcement layer includes the some X-axis arrangements of reinforcement mutually interted
Dry root Y-axis arrangement of reinforcement and some oblique reinforcing bars, the interspersed overlap joint successively of some oblique reinforcing bars in same arrangement of reinforcement layer, and around
Hole to be provided forms closing structure, and the two ends of every oblique reinforcing bar are equipped with the anchorage head of bending, and described anchorage head is joined with described X-axis
The bearing of trend of muscle is consistent, and anchorage head end is provided with along Z-direction for the supporting section conflicted with adjacent arrangement of reinforcement layer.
By technique scheme, during arrangement of reinforcement stacking being closed, supporting section can be conflicted with next layer of arrangement of reinforcement layer,
Play one to support and position-limiting action, it is ensured that the spacing between each layer arrangement of reinforcement layer, it is to avoid skewness between each arrangement of reinforcement layer.Use
Time the anchorage head of supporting section with next layer of arrangement of reinforcement layer can be welded together, fixing with ensure between the two.
Preferably, described anchorage head end is provided with position-limiting drum relative to the opposite side of supporting section.
By technique scheme, when seated, can support end be plugged in position-limiting drum, so at arrangement of reinforcement layer self
Can ensure that under the effect of gravity that supporting section installing and will not move between arrangement of reinforcement layer in casting process in being in position-limiting drum
Dynamic, cause arrangement of reinforcement layer skewness.
Preferably, described position-limiting drum is connected by the way of welding with anchorage head.
By technique scheme, easily position-limiting drum can be fixed on anchorage head, connect more jail between the two
Gu, the situation that position-limiting drum will not be occurred to come off from anchorage head during installing and pouring occurs.
Preferably, described position-limiting drum lower end is provided with the breach for inlay card anchorage head.
By technique scheme, anchorage head can be made to snap in spacing notch alignment anchorage head when fixing position-limiting drum
In breach on cylinder, certain fibration can be played in breach both sides by anchorage head, and when preventing from welding, position-limiting drum occurs bigger
Movement.Position-limiting drum sets one end jaggy and can be set in outside supporting section simultaneously, increases position-limiting drum and supporting section, anchorage head
Contact area, when making position-limiting drum be welded on supporting section and anchorage head connect more firm.
Preferably, described breach is zigzag, and breach includes the first vertical section and the second vertical section, and first vertically with second
Vertically connect between section and have traversing section.
By technique scheme, anchor can be made along traversing section rotary spacing cylinder after position-limiting drum is inserted anchorage head
Gu head is through traversing section, finally enter the second vertical section.So during welding, supporting section and position-limiting drum inwall are conflicted, and can keep limit
Position cylinder and the axis keeping parallelism state of supporting section, convenient during welding.Meanwhile, after welding, anchorage head is not easy from lacking
In mouthful, abjection, affects globality.
Preferably, the traversing section of described breach is provided with the block preventing anchorage head from deviating from the second vertical section of book.
By technique scheme, arranging of block can avoid anchorage head to deviate from from the second vertical section further, increases
Adding the bearing capacity of anchorage head, it is to avoid in use more due to the arrangement of reinforcement number of plies amount of superposition, the load of generation is relatively big, leads
Cause to produce between position-limiting drum and anchorage head break-off.
Preferably, described block is the arc block matched with traversing section profile.
By technique scheme, the conflict area between supporting section and position-limiting drum inside can be increased further, make to prop up
Preferable concentricity is kept, it is to avoid in use tilt not have due to position-limiting drum between support section and position-limiting drum axis
Preferably guide effect.Can link together by the way of welding between block and position-limiting drum, so that block and position-limiting drum
Between obtain preferable bonding strength.
Accompanying drawing explanation
Fig. 1 is the planar structure schematic diagram of an arrangement of reinforcement layer of embodiment；
Fig. 2 is the integrality figure after embodiment anchorage head and position-limiting drum welding；
Fig. 3 is embodiment state diagram when not installing block；
Fig. 4 is the outline drawing of embodiment position-limiting drum；
Fig. 5 is the state diagram of embodiment two-layer arrangement of reinforcement layer junction.
Reference: 1, beam body；2, hole to be provided；3, X-axis arrangement of reinforcement；4, Y-axis arrangement of reinforcement；5, oblique reinforcing bar；6, anchorage head；8, limit
Position cylinder；81, the first vertical section；82, traversing section；83, the second vertical section；9, block；10, supporting section.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
The present embodiment can be made after reading this specification by field technique personnel as required does not has the amendment of creative contribution, but
As long as all being protected by Patent Law in right of the present utility model.
As depicted in figs. 1 and 2, a kind of beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure, pre-including be arranged in beam body 1
Box out 2, is provided with multilamellar arrangement of reinforcement layer in the beam body 1 of hole to be provided 2 periphery, equidistant overlapping arrangement between arrangement of reinforcement layer, in order to form increasing
Add the framework of steel reinforcement of beam body 1 intensity.Using beam body 1 length direction as X-direction, using beam body 1 width as Y direction,
Using beam body 1 length direction as Z-direction, arrangement of reinforcement layer includes many with the X-axis arrangement of reinforcement 3 and Duo Gen along X-direction is along Y direction
Y-axis arrangement of reinforcement 4, the most also includes many oblique reinforcing bars 5.X-axis arrangement of reinforcement 3 and Y-axis arrangement of reinforcement 4 are mutually perpendicular to overlap joint.Oblique reinforcing bar 5 two ends
Being provided with the anchorage head 6 of bending, anchorage head 6 is consistent with the bearing of trend of the arrangement of reinforcement of X-axis.Simultaneously in order to ensure each layer of arrangement of reinforcement layer
Between spacing be provided with the supporting section 10 along Z-direction in anchorage head 6 end, supporting section and adjacent arrangement of reinforcement layer are conflicted, and use
To ensure the spacing between two-layer arrangement of reinforcement layer.Supporting section 10, anchorage head 6 and oblique reinforcing bar 5 use same reinforcing bar bending to form,
Make it have preferable integraty, improve intensity.
The most as shown in Figure 3 and Figure 4, in order to ensure the degree of being connected firmly between adjacent two layers arrangement of reinforcement layer, carry on the back at anchorage head 6
Be provided with position-limiting drum 8 to the side of support end, position-limiting drum 8 is supported by hollow steel pipe, and sets near one end of anchorage head 6 at steel pipe
It is equipped with the breach of zigzag.Breach is formed by connecting Z-shaped by the first vertical section 81 traversing section 82 and the second vertical section 83 successively head and the tail
Shape.When position-limiting drum 8 is fixed on anchorage head 6 by needs, first anchorage head 6 is snapped in the first vertical section 81, then along laterally
The bearing of trend rotary spacing cylinder 8 of section 82, makes anchorage head 6 be in below the second vertical section 83 and is then moved down by position-limiting drum 8,
Anchorage head 6 is made to enter in the second vertical section 83.Now the lower end of position-limiting drum 8 can be in outside supporting section 10, the axle of supporting section 10
The axis of line and position-limiting drum 8 keeps coaxial.After anchorage head 6 enters in the second vertical section 83 again by the way of welding, will limit
Position cylinder 8 and supporting section 10 weld together.
As it is shown in figure 5, first each arrangement of reinforcement layer is tied when using, then position-limiting drum 8 is installed on anchorage head 6, and leads to
The mode crossing welding makes to be fixed together between position-limiting drum 8 and anchorage head 6.Then start lifting, arrangement of reinforcement layer is successively superimposed upon
Together, and the support end of last layer is made to be plugged in the position-limiting drum 8 of next layer, between making to be carried out by supporting section 10 between each layer
Every, keep the spacing between each layer equal.
As shown in Figure 2 and Figure 3, the most too much due to the number of plies in order to avoid arrangement of reinforcement layer, weight is relatively big, causes being in bottom
Depart from, after anchorage head 6 is welded on position-limiting drum 8, then at traversing section between supporting section 10 and anchorage head 6 in arrangement of reinforcement layer
The arc block matched with traversing section 82 profile is set on 82.Anchorage head 6 lower surface can be supported by arranging of arc block,
Avoiding bond open, anchorage head 6 is deviate from from the second vertical section 83.Fix by the way of welding between block 9 and position-limiting drum 8
Together, the fixing operation of the mode of welding is more convenient, and cost is relatively low simultaneously.
The above is only exemplary embodiment of the present utility model, not for limiting protection model of the present utility model
Enclosing, protection domain of the present utility model is determined by appended claim.
Claims (7)
1. the reinforcement of beam body hole to be provided processes an arrangement of reinforcement for structure, and including hole to be provided (2) and multilamellar arrangement of reinforcement layer, arrangement of reinforcement layer includes phase
Some X-axis arrangements of reinforcement (3), some Y-axis arrangements of reinforcement (4) and the some oblique reinforcing bars (5) interted mutually, in same arrangement of reinforcement layer
Some oblique reinforcing bars (5) interspersed overlap joints successively, and form closing structure, the two of every oblique reinforcing bar (5) around hole to be provided (2)
End is equipped with the anchorage head (6) of bending, and described anchorage head (6) is consistent with the bearing of trend of described X-axis arrangement of reinforcement (3), it is characterized in that:
Anchorage head (6) end is provided with along Z-direction for the supporting section (10) conflicted with adjacent arrangement of reinforcement layer.
A kind of beam body hole to be provided reinforcement the most according to claim 1 processes the arrangement of reinforcement of structure, it is characterized in that: described anchorage head
(6) end is provided with position-limiting drum (8) relative to the opposite side of supporting section (10).
A kind of beam body hole to be provided reinforcement the most according to claim 2 processes the arrangement of reinforcement of structure, it is characterized in that: described position-limiting drum
(8) it is connected by the way of welding with anchorage head (6).
A kind of beam body hole to be provided reinforcement the most according to claim 3 processes the arrangement of reinforcement of structure, it is characterized in that: described position-limiting drum
(8) lower end is provided with the breach for inlay card anchorage head (6).
A kind of beam body hole to be provided reinforcement the most according to claim 4 process structure arrangement of reinforcement, it is characterized in that: described breach in
Zigzag, breach include the first vertical section (81) and the second vertical section (83), the first vertical section (81) and the second vertical section (83) it
Between connect have traversing section (82).
A kind of beam body hole to be provided reinforcement the most according to claim 5 processes the arrangement of reinforcement of structure, it is characterized in that: described breach
The block (9) preventing anchorage head (6) abjection the second vertical section (83) it is provided with on traversing section (82).
A kind of beam body hole to be provided reinforcement the most according to claim 6 processes the arrangement of reinforcement of structure, it is characterized in that: described block
(9) for the arc block matched with traversing section (82) profile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620632814.1U CN205822595U (en) | 2016-06-23 | 2016-06-23 | Beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620632814.1U CN205822595U (en) | 2016-06-23 | 2016-06-23 | Beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822595U true CN205822595U (en) | 2016-12-21 |
Family
ID=58146061
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620632814.1U Expired - Fee Related CN205822595U (en) | 2016-06-23 | 2016-06-23 | Beam body hole to be provided reinforcement processes the arrangement of reinforcement of structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822595U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100324A (en) * | 2017-06-27 | 2017-08-29 | 厦门大学嘉庚学院 | It is a kind of to strengthen punch reinforced beam bearing capacity and the device of anti-seismic performance |
-
2016
- 2016-06-23 CN CN201620632814.1U patent/CN205822595U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100324A (en) * | 2017-06-27 | 2017-08-29 | 厦门大学嘉庚学院 | It is a kind of to strengthen punch reinforced beam bearing capacity and the device of anti-seismic performance |
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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: 20161221 Termination date: 20190623 |