CN209244275U - A kind of barrier fence for column beam joint different model concreting - Google Patents
A kind of barrier fence for column beam joint different model concreting Download PDFInfo
- Publication number
- CN209244275U CN209244275U CN201821670802.3U CN201821670802U CN209244275U CN 209244275 U CN209244275 U CN 209244275U CN 201821670802 U CN201821670802 U CN 201821670802U CN 209244275 U CN209244275 U CN 209244275U
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- dowel
- muscle
- concrete
- fence
- different model
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- 230000004888 barrier function Effects 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 210000003205 muscle Anatomy 0.000 claims abstract description 23
- 125000006850 spacer group Chemical group 0.000 claims abstract description 8
- 239000007787 solid Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 abstract description 29
- 239000000463 material Substances 0.000 abstract description 5
- 238000010348 incorporation Methods 0.000 abstract description 4
- 241001391944 Commicarpus scandens Species 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 11
- 239000000203 mixture Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of barrier fence for column beam joint different model concreting, including fence ontology and Liang Zong muscle, the beam indulges the surface of muscle and inner cavity is fixedly connected to spacer bar.The utility model passes through setting angle steel crossbeams, anti-slop serrations set, carrying handle, first dowel, second dowel, beam indulges muscle, beam stirrup, spacer bar and fence ontology are used cooperatively, solves existing beams of concrete column joint when in use, it is all usually using steel wire or fast-easy closing-up net as isolated material, but joint location and connector angle are difficult to control, to cause concrete during concrete vibrating to be easy to break through barrier layer, pillar high-grade concrete is formd to trickle naturally, and low-grade concrete incorporation core space even pillar, the concrete for destroying core space is constituted, the problem of joint form of design requirement is not achieved, the use for the person of being convenient to use, save the cost.
Description
Technical field
The utility model relates to technical field of building construction, specially a kind of to pour for column beam joint different model concrete
The barrier fence built.
Background technique
Construction refers to the production activity of engineering construction implementation phase, is the building course of all kinds of buildings, can also be with
It says it is various lines on design drawing, in specified place, becomes process in kind, it includes basic engineering construction, master
Body structure construction, roof construction, decorative engineering construction etc., the place of construction operation is known as " construction site " or cries
" construction site ", is also named building site.
Skyscraper is in China by extensive design and use, and design is according to " strong column and weak beam, strong shear capacity and weak bending capacity, Qiang Jiedian, strong
The Aseismic Design principle of anchoring ", often column wall concrete grade 2-4 grade higher than beam concrete grade, to guarantee node core
Heart district concrete strength is identical as column wall concrete strength, and concrete joint is necessarily placed on beam, is usually all using steel wire
Net or fast-easy closing-up net are as isolated material, but joint location and connector angle are difficult to control, so that concrete be caused to shake
Concrete is easy to break through barrier layer during smashing, and forms pillar high-grade concrete and trickles naturally, and low-grade concrete is mixed
Enter core space even pillar, the concrete for destroying core space is constituted, and the joint form of design requirement is not achieved.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of for the concreting of column beam joint different model
Barrier fence, have save the cost the advantages that, cost of idleness asks when solving existing column beam joint casting concrete
Topic.
(2) technical solution
For the purpose for realizing above-mentioned save the cost, the utility model is provided the following technical solutions: one kind is for column beam joint
The barrier fence of different model concreting, including fence ontology and Liang Zong muscle, the surface and inner cavity of the vertical muscle of the beam are solid
Surely it is connected with spacer bar, the fence ontology is located at the inside that beam indulges muscle, and the fence ontology includes angle steel crossbeams, anti-slop serrations
Set, carrying handle, the first dowel and the second dowel.
Preferably, carrying handle is fixedly connected at the top of the angle steel crossbeams, the two sides of the angle steel crossbeams bottom are equal
It is fixedly connected with the first dowel, the bottom of the angle steel crossbeams is fixedly connected with the second dowel.
Preferably, the surface of the carrying handle is fixedly connected with anti-slop serrations set, and the bottom of anti-slop serrations set be provided with it is anti-
Slip teeth tooth.
Preferably, bar diameter 8mm 16mm round steel or screw-thread steel can be used in first dowel and the second dowel.
Preferably, it is four that the beam, which indulges the quantity of muscle, and multiple beams indulge muscle and bind connection, the beam hoop by beam stirrup
The quantity of muscle is multiple, and the spacing of multiple beam stirrups is 50mm.
(3) beneficial effect
Compared with prior art, the utility model provides a kind of resistance for column beam joint different model concreting
Barrier column, have it is following the utility model has the advantages that
1, the utility model by setting angle steel crossbeams, anti-slop serrations set, carrying handle, the first dowel, the second dowel,
Beam indulges being used cooperatively for muscle, beam stirrup, spacer bar and fence ontology, solves existing beams of concrete column joint and is using
When, it is all usually using steel wire or fast-easy closing-up net as isolated material, but joint location and connector angle are difficult to control
System, so that concrete during concrete vibrating be caused to be easy to break through barrier layer, forms pillar high-grade concrete and flows naturally
It drops down, and low-grade concrete incorporation core space even pillar, the concrete for destroying core space are constituted, and design requirement is not achieved
The problem of joint form, the use for the person of being convenient to use, save the cost.
2, the utility model is increased user's hand and lifts the contact area of hand, kept away by setting anti-slop serrations set
Exempt to cause user to will appear the phenomenon that falling off when pulling carrying handle due to a lack of anti-skid device, by the way that fence sheet is arranged
Body has abandoned the barrier of steel wire or fast-easy closing-up net, caused by the barrier for reducing processing steel wire or fast-easy closing-up net
Material loss, fence ontology are reused, and still finally are able to be applied to secondary structure as steel or for interim construction
Object use is built, MAT'L recycling rate is high, while fence ontology ensure that connector angle and joint location, avoid high-strength coagulation
Soil wastes caused by freely trickling, and also avoids weak concrete incorporation core space and destroys core area structure composition.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model structure fence ontology composition figure.
In figure: 1 angle steel crossbeams, 2 anti-slop serrations sets, 3 carrying handles, 4 first dowels, 5 second dowels, 6 beams indulge muscle, 7
Beam stirrup, 8 spacer bars, 9 fence ontologies.
Specific embodiment
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 describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
A kind of barrier fence for column beam joint different model concreting referring to FIG. 1-2, including fence ontology
9 and Liang Zong muscle 6 has abandoned the barrier of steel wire or fast-easy closing-up net, has reduced processing steel wire by the way that fence ontology 9 is arranged
Or material loss caused by the barrier of fast-easy closing-up net, fence ontology 9 are reused, still finally are able to as steel application
It is used to secondary structure or for interim construction of structures, MAT'L recycling rate is high, while fence ontology 9 ensure that joint angles
Degree and joint location, avoid waste caused by high-strength concrete freely trickles, and also avoid weak concrete incorporation core
Area destroys core area structure composition, and beam indulges the surface of muscle 6 and inner cavity is fixedly connected to spacer bar 8, and the quantity that beam indulges muscle 6 is
Four, and multiple beams indulge muscle 6 by the binding connection of beam stirrup 7, the quantity of beam stirrup 7 is multiple, and the spacing of multiple beam stirrups 7
For 50mm, fence ontology 9 is located at the inside that beam indulges muscle 6, fence ontology 9 include angle steel crossbeams 1, anti-slop serrations set 2, carrying handle 3,
First dowel 4 and the second dowel 5, the top of angle steel crossbeams 1 are fixedly connected with carrying handle 3, and the surface of carrying handle 3 is solid
Surely it is connected with anti-slop serrations set 2, and the bottom of anti-slop serrations set 2 is provided with anti-skidding teeth, covers 2 by setting anti-slop serrations, increasing makes
The contact area of user's hand and lifting hand 3, avoids due to a lack of anti-skid device, and user is caused to pull carrying handle 3
When will appear the phenomenon that falling off, the two sides of 1 bottom of angle steel crossbeams are fixedly connected to the first dowel 4, the bottom of angle steel crossbeams 1
It is fixedly connected with the second dowel 5, bar diameter 8mm 16mm round steel or spiral shell can be used in the first dowel 4 and the second dowel 5
Line steel.
When in use, when concreting, pillar strong concrete is first poured, after-pouring beam slab weak concrete,
Carrying handle 3, which is held, in two sides after the completion of concreting and before initial set extracts fence ontology 9.
In conclusion this is used for the barrier fence of column beam joint different model concreting, by angle steel crossbeams 1, prevent
Slip teeth set 2, carrying handle 3, the first dowel 4, the second dowel 5, beam indulge muscle 6, beam stirrup 7, spacer bar 8 and fence ontology
9 be used cooperatively, solves the problems, such as cost of idleness when existing column beam joint casting concrete.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of barrier fence for column beam joint different model concreting, including fence ontology (9) and beam indulge muscle
(6), it is characterised in that: the beam indulges the surface of muscle (6) and inner cavity is fixedly connected to spacer bar (8), the fence ontology
(9) it is located at the inside that beam indulges muscle (6), the fence ontology (9) includes angle steel crossbeams (1), anti-slop serrations set (2), carrying handle
(3), the first dowel (4) and the second dowel (5).
2. a kind of barrier fence for column beam joint different model concreting according to claim 1, feature
It is: is fixedly connected with carrying handle (3) at the top of the angle steel crossbeams (1), the two sides of angle steel crossbeams (1) bottom is solid
Surely it is connected with the first dowel (4), the bottom of the angle steel crossbeams (1) is fixedly connected with the second dowel (5).
3. a kind of barrier fence for column beam joint different model concreting according to claim 1, feature
Be: the surface of the carrying handle (3) is fixedly connected with anti-slop serrations set (2), and the bottom of anti-slop serrations set (2) be provided with it is anti-skidding
Teeth.
4. a kind of barrier fence for column beam joint different model concreting according to claim 1, feature
Be: bar diameter 8mm 16mm round steel or screw-thread steel can be used in first dowel (4) and the second dowel (5).
5. a kind of barrier fence for column beam joint different model concreting according to claim 1, feature
Be: the quantity that the beam indulges muscle (6) is four, and multiple beams indulge muscle (6) and pass through beam stirrup (7) binding connection, the beam hoop
The quantity of muscle (7) is multiple, and the spacing of multiple beam stirrups (7) is 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821670802.3U CN209244275U (en) | 2018-10-16 | 2018-10-16 | A kind of barrier fence for column beam joint different model concreting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821670802.3U CN209244275U (en) | 2018-10-16 | 2018-10-16 | A kind of barrier fence for column beam joint different model concreting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209244275U true CN209244275U (en) | 2019-08-13 |
Family
ID=67524989
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821670802.3U Expired - Fee Related CN209244275U (en) | 2018-10-16 | 2018-10-16 | A kind of barrier fence for column beam joint different model concreting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209244275U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196263A (en) * | 2020-09-15 | 2021-01-08 | 河南省工建集团有限责任公司 | Pouring device and method for beam slab column concrete engineering with different strength grades |
| CN112282366A (en) * | 2020-10-21 | 2021-01-29 | 中国一冶集团有限公司 | Beam-column joint plugging device and beam-column joint plugging method |
| CN112482764A (en) * | 2020-12-07 | 2021-03-12 | 中建八局第四建设有限公司 | Method for intercepting different concrete marks of beam-column joint |
| CN114197874A (en) * | 2021-11-16 | 2022-03-18 | 中国二冶集团有限公司 | Device for separating concrete with different labels |
-
2018
- 2018-10-16 CN CN201821670802.3U patent/CN209244275U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112196263A (en) * | 2020-09-15 | 2021-01-08 | 河南省工建集团有限责任公司 | Pouring device and method for beam slab column concrete engineering with different strength grades |
| CN112196263B (en) * | 2020-09-15 | 2022-04-05 | 河南省工建集团有限责任公司 | Pouring device and method for beam slab column concrete engineering with different strength grades |
| CN112282366A (en) * | 2020-10-21 | 2021-01-29 | 中国一冶集团有限公司 | Beam-column joint plugging device and beam-column joint plugging method |
| CN112282366B (en) * | 2020-10-21 | 2022-05-06 | 中国一冶集团有限公司 | Beam-column joint plugging device and beam-column joint plugging method |
| CN112482764A (en) * | 2020-12-07 | 2021-03-12 | 中建八局第四建设有限公司 | Method for intercepting different concrete marks of beam-column joint |
| CN114197874A (en) * | 2021-11-16 | 2022-03-18 | 中国二冶集团有限公司 | Device for separating concrete with different labels |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 523000 No. 1903, scientific research building, No. 1, zone F, Dongguan Tian'an Digital City, No. 1, Huangjin Road, Hongfu community, Nancheng street, Dongguan City, Guangdong Province Patentee after: Yuefu Construction Engineering Group Co.,Ltd. Address before: 523000 No. 1903, scientific research building, No. 1, zone F, Dongguan Tian'an Digital City, No. 1, Huangjin Road, Hongfu community, Nancheng street, Dongguan City, Guangdong Province Patentee before: Guangdong Zhongxie Construction Industry Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190813 |