CN207017644U - Special chute for pouring constructional column concrete - Google Patents
Special chute for pouring constructional column concrete Download PDFInfo
- Publication number
- CN207017644U CN207017644U CN201720964455.4U CN201720964455U CN207017644U CN 207017644 U CN207017644 U CN 207017644U CN 201720964455 U CN201720964455 U CN 201720964455U CN 207017644 U CN207017644 U CN 207017644U
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- CN
- China
- Prior art keywords
- constructional column
- utility
- column concrete
- model
- bottom plate
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- 239000011449 brick Substances 0.000 claims description 10
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 3
- 238000005056 compaction Methods 0.000 abstract 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 229910052742 iron Inorganic materials 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 230000000994 depressogenic effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000010687 lubricating oil Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a special chute is pour to constructional column concrete belongs to construction technical field. The utility model discloses aim at solving the unable compaction of on-spot constructional column concrete when pouring and the extravagant problem of material of post tip, ensure that the constructional column concrete pours one shot forming, but reduce cost improves the constructional column and pours the quality. The utility model comprises a side plate, a vertical plate and a rotatable bottom plate; curb plate fixed connection is in riser top both ends, and rotatable bottom plate is located between the board of both sides, forms the cell type structure with the cooperation of board of both sides, and one of them one end of rotatable bottom plate is rotated through the pivot and is connected in the curb plate bottom, and the connection angle of rotatable bottom plate is fixed through the nut of pivot tip, and rotatable bottom plate bottom surface is connected with the bracing piece, connects fixedly through trilateral snap ring between the board top of both sides. The utility model discloses can overturn rotatable bottom plate compaction constructional column top concrete after pouring, ensure that the constructional column concrete pours one shot forming.
Description
Technical field
A kind of special skewed slot of constructional column concrete placings is the utility model is related to, belongs to technical field of building construction.
Background technology
Among construction, constructional column concreting is often carried out indoors, and space is limited, and it is basic to pour height
Have to set a skewed slot in the capital of each constructional column all more than two meters, during execute-in-place, and generally use in the industry
Constructional column skewed slot is often made by carpenter teams and groups using template, expends a large amount of human and material resources and time, and effect is but not very happy
See, mainly expose problems with：(1) waste of materials, the turnover utilization rate of template is reduced, very big shadow is caused to resource environment
Ring.(2) waste time and energy, add difficulty of construction, extend the activity duration.(3) easily come off, due to being connected only with iron nail,
Skewed slot is influenceed easily to come off in work progress by the utensil that vibrates.(4) capital position is difficult to be compacted, when pouring, if top is not squeezed
Densification is real, it is necessary to carry out it is secondary pour, common debulking methods are to be filled in skewed slot column end being compacted with brick, treat form removal
Unnecessary concrete parts and brick are chiseled out afterwards, both can not one-shot forming, waste concrete and brick, voids and pits phenomenon again
Still generally existing.
Utility model content
The utility model provides a kind of special skewed slot of constructional column concrete placings, it is intended to solves styletable during live constructional column concrete placings
Portion can not be compacted and the problem of waste of material, it is ensured that constructional column concrete placings one-shot forming, can reduce cost, improve constructional column and pour
Build quality.
Technical scheme is used by solve above-mentioned technical problem the utility model：The special skewed slot of constructional column concrete placings,
Including side plate, riser, rotatable platter；Side plate is fixedly connected on both ends at the top of riser, rotatable platter is located between biside plate,
Trench structure is cooperatively formed with biside plate, wherein one end of rotatable platter is connected to side plate bottom by axis of rotation, can revolved
The connection angle for turning bottom plate is fixed by the nut of roller end, and rotatable platter bottom surface is connected with support bar, biside plate
Between top fixation is attached by three checkpost rings.
It is further：Groove is provided with rotatable platter between mouth and rotating shaft.
It is further：Support bar top is bolted on the connector of rotatable platter bottom surface.
It is further：The end face that side plate is used to be bonded brick wall is provided with right angle pedestal.
It is further：One end that side plate is used to be bonded brick wall is set relative to riser evagination.
It is further：It is provided with riser and hole is fixedly mounted.
The utility model implementation is：
1st, mouth should be poured what top indwelling and the utility model size were adapted during constructional column formwork erection, this practicality is new
Skewed slot width in type is common 240mm or 200mm constructional columns width, and the stupefied thickness of template time and the stupefied height of template master also should be with
Side plate in the utility model is adapted.
2nd, side plate bottom is placed on the stupefied top of template time, followed closely riser on template time is stupefied with iron nail, the support of riser bottom
On template master is stupefied, the pedestal now with right angle base side boards should be bonded with the brick-on-edge wall of constructional column two, adjust rotatable platter
Angle can be poured to correct position, tightening nuts and by support bar support on template master is stupefied.
3rd, at the end of pouring, support bar of dismantling, nut is unclamped, three checkpost rings is set, and manual overturning rotatable platter will
Concrete is depressed at the top of constructional column, dense extrusion, you can one-time-concreting is molded.
The beneficial effects of the utility model are：
First, the basic conduction when skewed slot in the utility model not only has traditional skewed slot casting concrete, and
Skewed slot bottom plate is ad hoc to be pivoted function, rotatable platter compacting constructional column top concrete can be overturn after pouring, it is ensured that structure
Make post concrete placings one-shot forming.
2nd, the skewed slot in the utility model can be made according to constructional column common-size using zinc-plated light-weight metal, can be weighed
It is multiple to use, economize on resources and cost.
3rd, the skewed slot in the utility model is fixed using iron nail, neck and support bar, and operating process can be more steady
It is fixed.
4th, the edge of the rotatable platter in the utility model and side plane contact can use soft, wear-resistant material and brush profit
Lubricating oil, prevent from pouring or compacting process in spillage or interim card.
5th, an ad hoc groove between mouth and rotating shaft under the rotatable platter in the utility model, can avoid concrete bone
Bottom plate rotation interim card problem caused by material is strayed into, also allows for dredging cleaning.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation one when the utility model is implemented；
Fig. 3 is the structural representation two when the utility model is implemented；
Marked in figure：1-side plate, 2-riser, 3-rotatable platter, 4-three checkpost rings, 5-rotating shaft, 6-groove,
7-support bar, 8-template master is stupefied, 9-template time is stupefied.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1 to Figure 3, the utility model includes side plate 1, riser 2, rotatable platter 3；Side plate 1 is fixedly connected on
The top both ends of riser 2, rotatable platter 3 is located between biside plate 1 and biside plate 1 cooperatively forms trench structure, rotatable platter
3 wherein one end is rotationally connected with the bottom of side plate 1 by rotating shaft 5, and the connection angle of rotatable platter 3 passes through the end of rotating shaft 5
Nut is fixed, and the bottom surface of rotatable platter 3 is connected with support bar 7, and biside plate 1 is connected between top by three checkpost rings 4
Connect fixation.The parts such as side plate 1, riser 2, rotatable platter 3 in the utility model can use plating according to constructional column common-size
The light-weight metal of zinc makes, and the edge that rotatable platter 3 contacts with side plate 1 can use soft, wear-resistant material and brushing lubricating oil,
Prevent from pouring or compacting process in spillage or interim card.
Preferably, groove 6 is provided between 3 times mouths of rotatable platter and rotating shaft 5.It can avoid caused by aggregate is strayed into
Bottom plate rotates interim card problem, also allows for dredging cleaning.
Preferably, the top of support bar 7 is bolted on the connector of the bottom surface of rotatable platter 3 so that support bar 7
Connection angle it is adjustable, be also convenient for as needed change suitable length support bar 7.
For convenience of being docked with brick wall, the end face that side plate 1 is used to be bonded brick wall is provided with right angle pedestal.
One end that side plate 1 is used to be bonded brick wall is set relative to the evagination of riser 2., can when the utility model is fixedly mounted
The bottom of side plate 1 is placed on stupefied 9 top of template time, a strong point is formed herein, may be such that overall structure is more firm.
It is provided with riser 2 and hole is fixedly mounted.When the utility model is fixedly mounted, it can be passed through and be fixedly mounted by iron nail
Hole follows closely riser 2 in template time stupefied 9, installs and uses more convenient.
The utility model implementation is：
1st, mouth should be poured what top indwelling and the utility model size were adapted during constructional column formwork erection, this practicality is new
Skewed slot width in type is common 240mm or 200mm constructional columns width, and stupefied 9 thickness of template time 8 height stupefied with template master also should
It is adapted with the side plate in the utility model.Template master stupefied 8 is girder, and template time stupefied 9 is secondary beam, and template master stupefied 8 can lead to
Split bolt is crossed to be connected in template time stupefied 9.
2nd, the bottom of side plate 1 is placed on stupefied 9 top of template time, followed closely riser 2 in template time stupefied 9 with iron nail, the bottom of riser 2
On template master stupefied 8, the pedestal now with right angle base side boards should be bonded with the brick-on-edge wall of constructional column two, adjust rotatable bottom for end support
The angle of plate 3 is to correct position, tightening nuts and supports support bar 7 and can be poured on template master stupefied 9.Its structure is as schemed
Shown in 2.
3rd, at the end of pouring, support bar 7 of dismantling, nut is unclamped, three checkpost rings 4, and manual overturning rotatable platter 3 is set
Concrete is depressed at the top of constructional column, dense extrusion, you can one-time-concreting is molded.Its structure is as shown in Figure 3.
Claims (6)
1. the special skewed slot of constructional column concrete placings, it is characterised in that：Including side plate (1), riser (2), rotatable platter (3)；Side plate
(1) both ends at the top of riser (2) are fixedly connected on, rotatable platter (3) is located between biside plate (1) and biside plate (1) coordinates shape
Into trench structure, wherein one end of rotatable platter (3) is rotationally connected with side plate (1) bottom, rotatable platter by rotating shaft (5)
(3) connection angle is fixed by the nut of rotating shaft (5) end, and rotatable platter (3) bottom surface is connected with support bar (7),
Between at the top of biside plate (1) fixation is attached by three checkpost rings (4).
2. the special skewed slot of constructional column concrete placings as claimed in claim 1, it is characterised in that：Mouth is with turning under rotatable platter (3)
Groove (6) is provided between axle (5).
3. the special skewed slot of constructional column concrete placings as claimed in claim 1, it is characterised in that：Pass through bolt at the top of support bar (7)
It is connected on the connector of rotatable platter (3) bottom surface.
4. the special skewed slot of constructional column concrete placings as described in any one in claims 1 to 3, it is characterised in that：Side plate (1) is used
The end face of fitting brick wall is provided with right angle pedestal.
5. the special skewed slot of constructional column concrete placings as described in any one in claims 1 to 3, it is characterised in that：Side plate (1) is used
Set in one end of fitting brick wall relative to riser (2) evagination.
6. the special skewed slot of constructional column concrete placings as described in any one in claims 1 to 3, it is characterised in that：On riser (2)
It is provided with and hole is fixedly mounted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720964455.4U CN207017644U (en) | 2017-08-03 | 2017-08-03 | Special chute for pouring constructional column concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720964455.4U CN207017644U (en) | 2017-08-03 | 2017-08-03 | Special chute for pouring constructional column concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207017644U true CN207017644U (en) | 2018-02-16 |
Family
ID=61478385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720964455.4U Active CN207017644U (en) | 2017-08-03 | 2017-08-03 | Special chute for pouring constructional column concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207017644U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984569A (en) * | 2019-11-20 | 2020-04-10 | 中冶天工集团有限公司 | Structural column upper sealing template supporting device and supporting method thereof |
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN113293931A (en) * | 2021-06-04 | 2021-08-24 | 中冶建工集团有限公司 | Masonry wall constructional column construction method |
-
2017
- 2017-08-03 CN CN201720964455.4U patent/CN207017644U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984569A (en) * | 2019-11-20 | 2020-04-10 | 中冶天工集团有限公司 | Structural column upper sealing template supporting device and supporting method thereof |
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN111576864B (en) * | 2020-04-30 | 2022-09-02 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN113293931A (en) * | 2021-06-04 | 2021-08-24 | 中冶建工集团有限公司 | Masonry wall constructional column construction method |
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