CN206216900U - A kind of steel reinforced concrete beam formation system and steel reinforced concrete beam mould - Google Patents
A kind of steel reinforced concrete beam formation system and steel reinforced concrete beam mould Download PDFInfo
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- CN206216900U CN206216900U CN201621043513.1U CN201621043513U CN206216900U CN 206216900 U CN206216900 U CN 206216900U CN 201621043513 U CN201621043513 U CN 201621043513U CN 206216900 U CN206216900 U CN 206216900U
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- reinforced concrete
- concrete beam
- steel reinforced
- reinforcing bar
- steel
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Abstract
The utility model discloses a kind of steel reinforced concrete beam mould, including the forming tank being molded for the two sides to steel reinforced concrete beam and bottom surface, the Dense mesh screen for the two ends shaping to steel reinforced concrete beam is provided with the forming tank two ends, the deburring hole passed through for the reinforcing bar of steel reinforced concrete beam is provided with the Dense mesh screen.In the steel reinforced concrete beam mould, the two ends of steel reinforced concrete beam are molded using close mesh first, steel reinforced concrete beam two ends can be avoided the phenomenon for collapsing occur.Secondly reinforced steel bar perforation is set on Dense mesh screen, operating efficiency can be accelerated than setting convenient many in plank.Deburring hole is set on Dense mesh screen simultaneously, and it is bad to be effectively prevented from hole edge fastness, to avoid the occurrence of the phenomenon of spillage.So, in sum, the steel reinforced concrete beam mould can efficiently solve the problem of steel reinforced concrete beam-ends face difficult forming.The invention also discloses a kind of steel reinforced concrete beam formation system including above-mentioned steel reinforced concrete beam mould.
Description
Technical field
The present invention relates to building structure field, more specifically to a kind of steel reinforced concrete beam mould, a kind of bag is further related to
Include the steel reinforced concrete beam formation system of above-mentioned steel reinforced concrete beam mould.
Background technology
In current building structure, the post and panel structure seldom used again, what is be seen everywhere is steel and concrete structure, and reinforcing bar is mixed
Xtah Crude Clay structure, in steel and concrete structure, used as muscles and bones part, concrete is by mould molding in the outside of reinforcing bar, general mould for reinforcing bar
By formwork parts assembled formation.
Steel reinforced concrete beam common at present, when building or pouring shaping, its two ends needs to expose reinforcing bar, to facilitate as connecing
Head, now needs to be drilled with cross section and the equal-sized perforation of bar cross section, a general steel reinforced concrete on the forming wood board of two ends
The radical of the reinforcing bar that the section of beam is exposed is a lot, so drilling is carried out on plank can be cumbersome, instrument is comparatively laborious.
In sum, the problem of steel reinforced concrete beam-ends face difficult forming how is efficiently solved, is current those skilled in the art
Urgent problem.
The content of the invention
In view of this, first purpose of the invention is to provide a kind of steel reinforced concrete beam mould, the steel reinforced concrete beam shaping mould
Tool can efficiently solve the problem of steel reinforced concrete beam-ends face difficult forming, and second object of the present invention is to provide a kind of including above-mentioned
The steel reinforced concrete beam formation system of steel reinforced concrete beam mould.
In order to reach above-mentioned first purpose, the present invention provides following technical scheme：
A kind of steel reinforced concrete beam mould, including for the forming tank that the two sides to steel reinforced concrete beam and bottom surface are molded, in institute
State forming tank two ends and be provided with the Dense mesh screen being molded for the two ends to steel reinforced concrete beam, be provided with for steel reinforced concrete on the Dense mesh screen
The deburring hole that the reinforcing bar of beam is passed through.
Preferably, also including the fixture for the hole edge in the deburring hole to be fixed with reinforcing bar colligation.
Preferably, the hole in the deburring hole swells to form the cylindrical portion being set on the outside of reinforcing bar, the fixation along outside
Part is pricked and tied up in the outside of the cylindrical portion so that the cylindrical portion is posted and fixed with the reinforcing bar.
Preferably, the fixture is band.
Preferably, the fixture is nylon cable tie.
Preferably, the diameter in the deburring hole is bigger 4.5 millimeters to 5.5 millimeters through the diameter of reinforcing bar than target.
Preferably, the Dense mesh screen is dense mesh.
Preferably, the deburring hole cuts shaping.
A kind of steel reinforced concrete beam mould that the present invention is provided, the steel reinforced concrete beam mould includes forming tank and Dense mesh screen.Its
Middle forming tank is used to be molded the two sides of steel reinforced concrete beam and bottom surface, specifically, the forming tank has two cell walls, two cell walls point
Other two sides shaping to steel reinforced concrete beam, while the bottom land in the middle of two cell walls is used to carry out into the bottom surface of steel reinforced concrete beam
Type, and the upper side of steel reinforced concrete beam does not need forming surface then.The two ends of wherein forming tank are provided with for the two ends to steel reinforced concrete beam
The Dense mesh screen of shaping, and the deburring hole passed through for the reinforcing bar of steel reinforced concrete beam is provided with Dense mesh screen.Wherein deburring hole refers to
Compare the hole of finishing in hole side, it is ensured that the planarization at hole edge.
According to above-mentioned technical scheme, it is recognised that when needing reverse mould to be molded steel reinforced concrete beam, first wearing the reinforcing bar of steel reinforced concrete beam
The online deburring hole of overstocked mesh.To mixed mud slurry is injected in forming tank, to be molded mixed mud beam.In the steel reinforced concrete beam mould
In, the two ends of steel reinforced concrete beam are molded using Dense mesh screen first, steel reinforced concrete beam two ends can be avoided the phenomenon for collapsing occur.Secondly close
Mesh sets reinforced steel bar perforation on the net, can accelerate operating efficiency than setting convenient many in plank.Set on Dense mesh screen simultaneously
Deburring hole, it is bad to be effectively prevented from hole edge fastness, to avoid the occurrence of the phenomenon of spillage.So, in sum, the steel
Mixed beam mould can efficiently solve the problem of steel reinforced concrete beam-ends face difficult forming.
In order to reach above-mentioned second purpose, present invention also offers a kind of steel reinforced concrete beam formation system, steel reinforced concrete beam shaping
System includes any of the above-described kind of steel reinforced concrete beam mould, what the steel reinforced concrete beam two ends of the steel reinforced concrete beam formation system extended longitudinally outward
Reinforcing bar is located in the deburring hole of the steel reinforced concrete beam mould.Because there is above-mentioned steel reinforced concrete beam mould above-mentioned technology to imitate
Really, the steel reinforced concrete beam formation system with the steel reinforced concrete beam mould should also have corresponding technique effect.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of steel reinforced concrete beam mould provided in an embodiment of the present invention.
Marked in accompanying drawing as follows：
Forming tank 1, Dense mesh screen 2, band 3, reinforcing bar 4.
Specific embodiment
The embodiment of the invention discloses a kind of steel reinforced concrete beam mould, to efficiently solve steel reinforced concrete beam-ends face difficult forming
Problem.
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1 is referred to, Fig. 1 is the structural representation of steel reinforced concrete beam mould provided in an embodiment of the present invention, wherein in order to
Show structure under steel reinforced concrete beam mould working condition, the position of the reinforcing bar that will to sum up be set on steel reinforced concrete beam is also in fig. 1
Marked on steel reinforced concrete beam mould.
In a kind of specific embodiment, a kind of steel reinforced concrete beam mould is present embodiments provided, wherein steel reinforced concrete beam is referred to
Reinforced beam, the steel reinforced concrete beam can be used as house beam, bridge or support beam etc., specifically, the steel reinforced concrete beam shaping mould
Tool includes forming tank 1 and Dense mesh screen 2.
Wherein forming tank 1 is used to be molded the two sides of steel reinforced concrete beam and bottom surface, specifically, the forming tank 1 has two grooves
Wall, two cell walls are molded to two sides of steel reinforced concrete beam respectively, while the bottom land in the middle of two cell walls is used for steel reinforced concrete beam
Bottom surface be molded, and the upper side of steel reinforced concrete beam does not need forming surface then.Wherein the both sides cell wall of forming tank 1, can use
Plank or steel plate, and its bottom land need to can only be taken in work ground laying separation layer by means of work ground with facilitating
Go out steel reinforced concrete beam.Specifically, also it should be noted that the two ends of wherein forming tank 1 can set trough end wall, it is also possible to be not provided with.
The two ends of wherein forming tank 1 are provided with the Dense mesh screen 2 for the two ends shaping to steel reinforced concrete beam, and in Dense mesh screen 2
On be provided with the deburring hole passed through for the reinforcing bar 4 of steel reinforced concrete beam.The structure of wherein Dense mesh screen 2 may be referred to prior art, herein
No longer it is described in detail.It should be noted that the two ends of steel reinforced concrete beam typically have the reinforcing bar 4 for stretching out, to facilitate and other steel
Mixed beam connection, the end face planarization of wherein steel reinforced concrete beam be not required for it is very high, so avoiding two ends collapses down using Dense mesh screen 2
.Wherein Dense mesh screen 2 should be relatively fixed with forming tank 1, to ensure to play enough constraints to the mixed mud in forming tank 1
Effect.Wherein deburring hole refers to the hole that finishing is compared on hole side, it is ensured that the planarization at hole edge, can be effectively prevented from Dense mesh screen
There is loose phenomenon in 2 hole side, and then avoids close mesh hole in the presence of mixed mud extruding force, the phenomenon for strutting occurs.Its
Middle deburring hole can be sheared by the later stage and be realized, it is also possible to be realized when Dense mesh screen 2 is woven.In view of different steel reinforced concrete beams
Spacing between reinforcing bar 4 is not consistent, and herein preferably, deburring hole is cut by the later stage and constituted, wherein the deburring hole after cutting can be with
Continuation carries out deburring using trimming line.Wherein reinforcing bar 4 is perforated for convenience, and the diameter in preferred deburring hole passes through steel than target herein
The diameter of muscle is big 4.5 millimeters to 5.5 millimeters, including 4.5 millimeters and 5.5 millimeters, and it is preferably big 5 millimeters, wherein target passes through steel
Muscle, that is, refer to the reinforcing bar 4 through the deburring hole.In order to ensure the intensity of Dense mesh screen 2, wherein Dense mesh screen 2 can be close mesh steel
Silk screen, naturally it is also possible to use close mesh nylon wire.
In the present embodiment, when needing to be molded steel reinforced concrete beam to reverse mould, the reinforcing bar 4 of steel reinforced concrete beam is first made to pass through on Dense mesh screen 2
Deburring hole.To mixed mud slurry is injected in forming tank 1, to be molded mixed mud beam.In the steel reinforced concrete beam mould, adopt first
The two ends of steel reinforced concrete beam are molded with Dense mesh screen 2, steel reinforced concrete beam two ends can be avoided the phenomenon for collapsing occur first.Secondly in Dense mesh screen
Reinforcing bar 4 is set on 2 to perforate, and can accelerate operating efficiency than setting convenient many in plank.Deburring is set on Dense mesh screen 2 simultaneously
Hole, it is bad to be effectively prevented from hole edge fastness, to avoid the occurrence of the phenomenon of spillage.So, in sum, the steel reinforced concrete beam
Mould can efficiently solve the problem of steel reinforced concrete beam-ends face difficult forming.
Further, in order to avoid deburring hole hole by cement mortar along being strutted, also including for by the hole in the deburring hole
Along the fixture fixed with the colligation of reinforcing bar 4.By fixture, moved along relative to reinforcing bar 4 with the hole for constraining deburring hole, needed herein
Illustrate, fixture fixes the hole edge in deburring hole and the reinforcing bar 4 through the deburring hole.Specific bondage mode has two kinds,
A kind of is, through after the mesh of Dense mesh screen 2, then to be strapped in fixture on reinforcing bar 4；Another kind be deburring hole hole along outside
Protuberance, the cylindrical portion in the outside of reinforcing bar 4 is set in be formed, and now fixture bundle is tied up in the outside of cylindrical portion, so that cylindrical portion
Posted and fixed with reinforcing bar 4, i.e., the cinching force of cylindrical portion made the inner side of cylindrical portion be formed with reinforcing bar 4 and extruded by fixture,
And produce stiction that is sufficiently large and being used to prevent cylindrical portion and the relative movement of reinforcing bar 4.
Further, wherein fixture, can be relatively stranded using the parts such as tying rope, at that time the bondage operation of tying rope part
Difficulty, fixture is band 3 preferably wherein herein.The concrete structure of wherein band 3 may be referred to prior art, general band 3
One end has draw-in groove head, and multiple card convexs being set up in parallel along zone face bearing of trend are provided with the side of zone face, by card
In draw-in groove, formation can only diminish and can not become big annular tying convex clip.Band 3 is easy to operate, and cost is relatively low, and tightens effect
It is really good.In use, for the position for avoiding band 3 from exposing is long, and the inconvenient later stage uses, and what can be exposed band 3 is more
Remaining part point is cropped.
Wherein fixture, can use steel wire part or stainless steel band, it is contemplated that reinforcing bar 4 falls within rigid member, and
Dense mesh screen 2 is again very thin.In order to ensure that deflection is sufficiently large, to ensure to tighten effect, preferred fixture is nylon fixture herein,
Fixture can be specifically set to be nylon cable tie.
Based on the steel reinforced concrete beam mould provided in above-described embodiment, it is present invention also offers a kind of shaping of steel reinforced concrete beam
System, the steel reinforced concrete beam formation system includes any one steel reinforced concrete beam mould, the steel of steel reinforced concrete beam formation system in above-described embodiment
The reinforcing bar that mixed beam two ends extend longitudinally outward is located in the deburring hole of the steel reinforced concrete beam mould.Due to steel reinforced concrete beam shaping
System employs the steel reinforced concrete beam mould in above-described embodiment, so the beneficial effect of the steel reinforced concrete beam formation system refer to
State embodiment.
Each embodiment is described by the way of progressive in this specification, and what each embodiment was stressed is and other
The difference of embodiment, between each embodiment identical similar portion mutually referring to.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or uses the present invention.
Various modifications to these embodiments will be apparent for those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, the present invention
The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one
The scope most wide for causing.
Claims (9)
1. a kind of steel reinforced concrete beam mould, including for the forming tank that the two sides to steel reinforced concrete beam and bottom surface are molded, its feature
It is to be provided with the Dense mesh screen for the two ends shaping to steel reinforced concrete beam at the forming tank two ends, is set on the Dense mesh screen
There is the deburring hole passed through for the reinforcing bar of steel reinforced concrete beam.
2. steel reinforced concrete beam mould according to claim 1, it is characterised in that also including for by the hole in the deburring hole
Along the fixture fixed with reinforcing bar colligation.
3. steel reinforced concrete beam mould according to claim 2, it is characterised in that the hole in the deburring hole along outwards protuberance with
Formation is set in the cylindrical portion on the outside of reinforcing bar, and the fixture is pricked and tied up in the outside of the cylindrical portion so that the cylindrical portion and institute
Reinforcing bar is stated to post and fix.
4. steel reinforced concrete beam mould according to claim 3, it is characterised in that the fixture is band.
5. steel reinforced concrete beam mould according to claim 4, it is characterised in that the fixture is nylon cable tie.
6. steel reinforced concrete beam mould according to claim 5, it is characterised in that the diameter in the deburring hole is passed through than target
The diameter of reinforcing bar is big 4.5 millimeters to 5.5 millimeters.
7. steel reinforced concrete beam mould according to claim 6, it is characterised in that the Dense mesh screen is dense mesh.
8. steel reinforced concrete beam mould according to claim 7, it is characterised in that the deburring hole cuts shaping.
9. a kind of steel reinforced concrete beam formation system, including steel reinforced concrete beam, it is characterised in that also including as described in claim any one of 1-8
Steel reinforced concrete beam mould, the reinforcing bar that the steel reinforced concrete beam two ends extend longitudinally outward is located in repairing for the steel reinforced concrete beam mould
In lateral opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621043513.1U CN206216900U (en) | 2016-09-08 | 2016-09-08 | A kind of steel reinforced concrete beam formation system and steel reinforced concrete beam mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621043513.1U CN206216900U (en) | 2016-09-08 | 2016-09-08 | A kind of steel reinforced concrete beam formation system and steel reinforced concrete beam mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206216900U true CN206216900U (en) | 2017-06-06 |
Family
ID=58782100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621043513.1U Expired - Fee Related CN206216900U (en) | 2016-09-08 | 2016-09-08 | A kind of steel reinforced concrete beam formation system and steel reinforced concrete beam mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206216900U (en) |
-
2016
- 2016-09-08 CN CN201621043513.1U patent/CN206216900U/en not_active Expired - Fee Related
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| 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: 20170606 Termination date: 20210908 |
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| CF01 | Termination of patent right due to non-payment of annual fee |