CN206539016U - Constructional column pours device - Google Patents
Constructional column pours device Download PDFInfo
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- CN206539016U CN206539016U CN201720196730.2U CN201720196730U CN206539016U CN 206539016 U CN206539016 U CN 206539016U CN 201720196730 U CN201720196730 U CN 201720196730U CN 206539016 U CN206539016 U CN 206539016U
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- lock
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- constructional column
- funnel
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Abstract
Device is poured the utility model discloses constructional column, including at least two templates, two or more than two templates are interconnected to constitute shaping mould body, expand outwardly to form funnel along the axis of constructional column in the middle part of the epimere of any one template, also include the disconnected plate of lock flushed with template, chute is provided with the disconnected plate two side of lock, provided with the projection matched with chute in template, when the disconnected plate of lock is displaced downwardly to extreme position, the disconnected plate of lock completely cuts off funnel and shaping mould body interior.Before concrete dry is solidifying, the mutual cooperation for the projection on plate end face of being broken using template upper hopper chute and lock, the disconnected plate of lock is moved vertically downwards, until lock breaks, the bottom of plate is contacted with the bottom of funnel, so that charging cavity and the inner space for being molded mould body are separate, be not in have any protrusion on the construction column outer wall of shaping after concrete is dry and hard, and then the artificial process for needing to reject construction column outer wall when tradition is poured is eliminated, reduce the labor intensity of workman.
Description
Technical field
The utility model is related to one kind, and in particular to constructional column pours device.
Background technology
Constructional column is important concrete component in brick-and-concrete buildingses.To improve the anti-seismic performance of tier building masonry structure,
Code requirement appropriate site should set reinforced column and be connected with collar tie beam in the masonry in house, common reinforcement building
Stability.This reinforced column is generally thus referred to as constructional column.Constructional column, is primarily not to undertake vertical load, but
Resist and shear, the lateral load such as antidetonation.Constructional column is generally arranged at the half space of staircase, longitudinal cross wall junction, wall
Corner zhang at, wall length reaches that five meters of middle part will set constructional column.In recent years for improve masonry structure bearing capacity or
Constructional column in stability and not increasing section size, wall is not only provided only on house wall corner, edge, and presses
Need to be arranged on the middle part of wall, collar tie beam must necessarily be located closed.
In the prior art, constructional column is in pouring construction, particularly in constructional column roof beam Gao≤800 ㎜, shaping mould
Full envelope can be realized, i.e., charging aperture is provided with the side of shaping mould, and needs to fill charging aperture when pouring post concrete, to ensure to tear open
Gap is not present after mould at the top of constructional column between concrete and back timber, finally by manually chiseling out prominent concrete.Due in form removal
Need to carry out the construction column outer wall that has been molded post-processing, and then be easily caused the outer wall of constructional column to damage when digging
Wound, while the powder for being unfavorable for later stage exterior wall is applied.
Utility model content
The utility model purpose is that providing constructional column pours device, to solve drawbacks described above.
The utility model is achieved through the following technical solutions：
Constructional column pours device, including at least two templates, two or more than two templates be interconnected to constitute with
Expand outwardly to be formed Lou along the axis of constructional column in the middle part of the shaping mould body of constructional column matching, the epimere of any one of template
Bucket, in addition to the disconnected plate of the lock flushed with template, are provided with chute on the disconnected plate two side of the lock, are provided with and chute phase in template
The projection of matching, when the disconnected plate of lock is displaced downwardly to extreme position, the disconnected plate of lock completely cuts off the funnel and shaping mould body interior.Use
When, according to the constructional column that different construction speeds are in scene, the quantity of template is selected with this, so latter two or two with
On template shaping mould body is interconnected to form by Screw arbor with nut at both-ends, then ensure constructional column when carrying out concrete placings without letting out
Leakage；When pouring, concrete is injected into shaping mould body by the charging cavity of funnel so that concrete and rebar cage is cemented to
One entirety, after the completion of pouring, before concrete dry is solidifying, the phase interworking for the projection broken using template upper hopper chute with lock on plate end face
Close, move vertically downwards lock break plate, until lock break plate bottom contacted with the bottom of funnel so that charging cavity with into
The inner space of pattern body is separate, after concrete is dry and hard, is not in have any prominent on the construction column outer wall of shaping
Go out thing, and then eliminate the artificial process for needing to reject construction column outer wall when tradition is poured, reduce the work of workman
Intensity, while the concrete block being molded in feed cavity body can carry out the secondary wastage for using, substantially reducing concrete,
Reach the purpose for saving material.
The longitudinal cross-section of the funnel is triangle.Preferably, the longitudinal cross-section of funnel is triangle so that in funnel
Feed cavity body in shaping concrete clout it is also triangular in shape, and the concrete segment of the triangle can be used for scene in step
Filler when building by laying bricks or stones, that is, realize that the secondary recovery of concrete clout is utilized, while reducing consumptive material rate and the construction of job site
Cost.
Along provided with spill plate on the funnel.When pouring, concrete impacts injection in funnel and easily spilt,
Vibrating head is needed to use in casting process to carry out vibration tamp to the intrinsic concrete of shaping mould simultaneously, part concrete can be with
Vibration and certain amplitude occur and freely beat, inventor increases the longitudinal direction height of funnel using spill plate, to avoid concrete
Overflow.
The disconnected plate lower end of the lock is provided with the blade tip that thickness from top to bottom successively decreases.Because concrete is gathered materials glue by difference
Tie the entirety formed, its it is not dry it is solidifying before, lock moving down for plate of breaking can be hindered by larger, and inventor is broken the lower end of plate in lock
Blade tip is set, and the thickness of the blade tip from top to bottom successively decreases, that is, reduces the contact area of the disconnected plate lower end of lock and concrete, improve
The shear stress of the disconnected plate of lock, so that the disconnected plate of lock is quickly moved to its extreme position, it is to avoid concrete and shaping in feed cavity body
An entirety is formed after concrete connection inside mould body.
Also include the stressed plate for being fixed on the disconnected plate upper end of the lock, the stressed plate is in the horizontal direction towards away from shaping mould
The direction extension of body.Because moving down for the disconnected plate of lock is obstructed effect substantially, therefore need to hammer it into shape when driving lock breaks plate
Hit, and stressed plate is installed in the disconnected plate upper end of lock, and lock breaks plate generally using stainless steel, enables to lock to break plate when being impacted
Area increase, while ensure lock break plate on each local pressure it is relatively uniform, with avoid lock break plate in folding process because of part
Stress concentration and cause deformation or fracture.
The utility model compared with prior art, has the following advantages and advantages：
1st, the utility model constructional column pours device, before concrete dry is solidifying, utilizes template upper hopper chute and the disconnected plate end face of lock
On projection mutual cooperation, move vertically downwards lock break plate, until lock break plate bottom contacted with the bottom of funnel,
So that charging cavity and the inner space for being molded mould body are separate, after concrete is dry and hard, on the construction column outer wall of shaping
Be not in have any protrusion, and then the artificial process for needing to reject construction column outer wall when eliminating traditional pour,
Reduce the labor intensity of workman, at the same the concrete block being molded in feed cavity body can carry out it is secondary use, greatly reduce
The wastage of concrete, reaches the purpose for saving material；
2nd, the utility model constructional column pours device, and the longitudinal cross-section of funnel is triangle so that in the feed cavity of funnel
The concrete clout being molded in vivo is also triangular in shape, and the concrete segment of the triangle can be used for when step is built by laying bricks or stones in scene
Filler, that is, realize that the secondary recovery of concrete clout is utilized, while reducing the consumptive material rate and construction cost of job site；
3rd, the utility model constructional column pours device, the lower end setting blade tip for the plate that breaks in lock, and the thickness of the blade tip
Degree from top to bottom successively decreases, that is, reduces the contact area of the disconnected plate lower end of lock and concrete, the shear stress of the disconnected plate of lock is improved, so as to lock
Disconnected plate is quickly moved to its extreme position, it is to avoid after the concrete in feed cavity body is connected with the concrete of shaping mould body interior
Form an entirety.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding the utility model embodiment, constitutes the one of the application
Part, does not constitute the restriction to the utility model embodiment.In the accompanying drawings：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the disconnected plate of lock and the cooperation figure of dustpan body.
Mark and corresponding parts title in accompanying drawing：
1- constructional columns, 2- locks break plate, 3- charging cavity, 4- spill plates, 5- funnels, 6- templates, 7- projections.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, with reference to embodiment and accompanying drawing,
The utility model is described in further detail, and exemplary embodiment of the present utility model and its explanation are only used for explaining this
Utility model, is not intended as limiting of the present utility model.
Embodiment 1
As depicted in figs. 1 and 2, the present embodiment include at least two templates 6, two or more than two templates 6 it is mutual
Connect and compose the axis along constructional column 1 in the middle part of the shaping mould body matched with constructional column 1, the epimere of any one of template 6
Expand outwardly to form funnel 5, in addition to the disconnected plate 2 of the lock flushed with template 6, chute is provided with the disconnected two side of plate 2 of the lock,
Template 6 is provided with the projection 7 that matches with chute, when lock break plate 2 be displaced downwardly to extreme position when, lock break plate 2 by the funnel 5 with
Shaping mould body interior completely cuts off.
In use, according to the constructional column 1 that different construction speeds are in scene, the quantity of template 6 is selected with this, then
Two or more than two templates 6 are interconnected to form shaping mould body by Screw arbor with nut at both-ends, then ensure that constructional column 1 is entering
No leakage during row concrete placings；When pouring, concrete is injected into shaping mould body by the charging cavity 3 of funnel 5 so that coagulation
Soil is cemented to an entirety with steel reinforcement cage, after the completion of pouring, before concrete dry is solidifying, utilizes the upper hopper chute of template 6 and the disconnected end of plate 2 of lock
The mutual cooperation of projection 7 on face, moves the disconnected plate 2 of lock vertically downwards, the bottom of plate 2 and the bottom of funnel 5 until lock breaks
Portion is contacted so that charging cavity 3 and the inner space for being molded mould body are separate, after concrete is dry and hard, the construction of shaping
Be not in have any protrusion on the outer wall of post 1, and then eliminate and manually need to pick the outer wall of constructional column 1 when tradition is poured
The process removed, reduces the labor intensity of workman, while the concrete block of shaping can be carried out secondary make in charging cavity 3
With, substantially reduce the wastage of concrete, reach save material purpose.
Along spill plate 4 is provided with the funnel 5, the lock breaks what the lower end of plate 2 was from top to bottom successively decreased provided with thickness
Blade tip；Also include the stressed plate for being fixed on the disconnected upper end of plate 2 of the lock, the stressed plate is in the horizontal direction towards away from shaping calligraphy or painting model
The direction extension of body.When pouring, concrete impact injection in funnel 5 is easily spilt, while being needed in casting process
Vibration tamp is carried out to the intrinsic concrete of shaping mould using vibrating head, a tentering can occur with vibration in part concrete
Degree is freely beated, and inventor increases the longitudinal direction height of funnel 5 using spill plate 4, to avoid concrete from overflowing.
Further, because concrete is gathered materials the cementing entirety formed by difference, its it is not dry it is solidifying before, lock breaks plate 2
Move down can by it is larger hinder, inventor lock break plate 2 lower end set blade tip, and the blade tip thickness from top to bottom
Successively decrease, that is, reduce the contact area of the disconnected lower end of plate 2 of lock and concrete, improve the shear stress of the disconnected plate 2 of lock, so that the disconnected plate 2 of lock is fast
Speed is moved to its extreme position, it is to avoid the concrete in charging cavity 3 is formed after being connected with the concrete of shaping mould body interior
One entirety.
Further, because moving down for the disconnected plate 2 of lock is obstructed effect substantially, therefore needed when driving lock breaks plate 2 to it
Hammered, and stressed plate is installed in the lock upper end of plate 2 of breaking, and the lock plate 2 that breaks generally uses stainless steel, enables to lock to break plate 2
Area increase when being impacted, while ensuring that each local pressure is relatively uniform on the disconnected plate 2 of lock, to avoid the disconnected plate 2 of lock from moving down
During cause deformation or fracture because of stress raisers.
Preferably, the longitudinal cross-section of funnel 5 is triangle so that the concrete of shaping in the charging cavity 3 of funnel 5
Clout is also triangular in shape, and the concrete segment of the triangle can be used for filler when step is built by laying bricks or stones in scene, that is, realize coagulation
The secondary recovery of native clout is utilized, while reducing the consumptive material rate and construction cost of job site.
Above-described embodiment, is entered to the purpose of this utility model, technical scheme and beneficial effect
One step is described in detail, be should be understood that and be the foregoing is only embodiment of the present utility model, is not used to limit
Fixed protection domain of the present utility model, all any modifications within spirit of the present utility model and principle, made, is equally replaced
Change, improve, should be included within protection domain of the present utility model.
Claims (5)
1. constructional column pours device, including at least two templates (6), two or more than two templates (6) are connected with each other structure
Into the shaping mould body matched with constructional column (1), it is characterised in that：Along construction in the middle part of the epimere of any one of template (6)
The axis of post (1) expands outwardly to form funnel (5), in addition to the disconnected plate (2) of the lock flushed with template (6), in the disconnected plate (2) of the lock
Two side is provided with chute, provided with the projection (7) matched with chute in template (6), when the disconnected plate (2) of lock is displaced downwardly to limit position
When putting, the lock plate (2) that breaks completely cuts off the funnel (5) and shaping mould body interior.
2. constructional column according to claim 1 pours device, it is characterised in that：The longitudinal cross-section of the funnel (5) is three
It is angular.
3. constructional column according to claim 2 pours device, it is characterised in that：Along provided with anti-overflow on the funnel (5)
Plate (4).
4. constructional column according to claim 1 pours device, it is characterised in that：Lock plate (2) lower end of breaking is provided with
The blade tip that thickness from top to bottom successively decreases.
5. the constructional column according to Claims 1 to 4 any one pours device, it is characterised in that：Also include being fixed on institute
The stressed plate of disconnected plate (2) upper end of lock is stated, the stressed plate is in the horizontal direction towards the direction extension away from shaping mould body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720196730.2U CN206539016U (en) | 2017-03-02 | 2017-03-02 | Constructional column pours device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720196730.2U CN206539016U (en) | 2017-03-02 | 2017-03-02 | Constructional column pours device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206539016U true CN206539016U (en) | 2017-10-03 |
Family
ID=59940968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720196730.2U Active CN206539016U (en) | 2017-03-02 | 2017-03-02 | Constructional column pours device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206539016U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561157A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Structure and method for pouring concrete into grouting hole of high-altitude steel column |
| CN112376904A (en) * | 2020-11-13 | 2021-02-19 | 罗奕舵 | Feeding funnel of constructional column pouring mold and constructional column pouring method |
-
2017
- 2017-03-02 CN CN201720196730.2U patent/CN206539016U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561157A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Structure and method for pouring concrete into grouting hole of high-altitude steel column |
| CN112376904A (en) * | 2020-11-13 | 2021-02-19 | 罗奕舵 | Feeding funnel of constructional column pouring mold and constructional column pouring method |
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