CN205875451U - Prefabricated festival of brickwork wall constructional column - Google Patents
Prefabricated festival of brickwork wall constructional column Download PDFInfo
- Publication number
- CN205875451U CN205875451U CN201620785757.0U CN201620785757U CN205875451U CN 205875451 U CN205875451 U CN 205875451U CN 201620785757 U CN201620785757 U CN 201620785757U CN 205875451 U CN205875451 U CN 205875451U
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- CN
- China
- Prior art keywords
- constructional column
- prefab
- stirrup
- prefabricated
- prefabricated joint
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model provides a prefabricated festival of brickwork wall constructional column, it is main including prefabricating formwork, stirrup and vertical muscle, prefabricating formwork becomes for precast concrete, respectively be equipped with a prefabricating formwork around the prefabricated festival, the left and right sides is not sealed, the stirrup is fixed between two prefabricating formwork, prefabricating formwork profile size is the same with one section jog of indenting, thickness is 30mm, surpass brickwork wall 8mm, the stirrup is buryyed the prefabricating formwork degree of depth and is 15mm, weld four in the stirrup and indulged the muscle, the prefabricated festival aligns in vertical direction and stacks. The beneficial effects of the utility model are that: not only optimize the construction process of constructional column, saved complicated process for the construction progress, still guaranteed the construction quality and the shaping effect of constructional column, the transport is convenient, the installation is simple, economic environmental protection.
Description
Technical field
This utility model relates to masonry wall Constructional Col-umn Construction technology, concretely relates to a kind of masonry wall constructional column prefabricated
Joint.
Background technology
For improving bearing capacity and the stability of masonry structure, meet structural seismic requirement, it is necessary to the regulation in body of wall
Position arranges cast-in-place concrete constructional column.Generally, the construction of constructional column needs first assembling reinforcement cage, builds a wall, then in constructional column position
Formwork, just can pour, and maintenance terminates also to need form removal, and work progress needs 2 ~ 3 days, and construction process requirement is high, operation
Complexity, operation are various.
Summary of the invention
The deficiency existed for prior art, the purpose of this utility model is to provide a kind of masonry wall constructional column prefabricated
Joint, not only optimizes the construction technology of constructional column, eliminates colligation constructional column steel reinforcement cage and constructional column pours rear maintenance, form removal
Cumbersome process, shorten the construction period, it is ensured that the construction quality of constructional column and molding effect, the throwing of minimizing manpower and materials
Enter, improve efficiency of construction.
For achieving the above object, this utility model adopts the following technical scheme that a kind of prefabricated joint of masonry wall constructional column, mainly
Including prefab-form, stirrup and vertical muscle, wherein, prefabricated joint is respectively arranged in the front and the rear with one block of prefab-form, is used as the template of constructional column, left
Right both sides are not closed, it is simple to tension rib stretches in constructional column smoothly, and stirrup is fixed between two blocks of prefab-forms.
Preferably, described prefab-form outer profile size is identical with the one of horse tooth trough section of jog, and thickness is 30mm,
Beyond masonry wall metope 8mm after placement, as the depth of plastering of constructional column.
Preferably, described stirrup spacing meets use requirement, and the stirrup embedment prefab-form degree of depth is 15mm.
Preferably, four vertical muscle of colligation in described stirrup, prefab-form upper surface is stretched out in the upper end of vertical muscle, under vertical muscle
Holding concordant with prefab-form bottom surface, during connection, the upper-end bent of vertical muscle stretches in the prefabricated joint of lastblock.
Preferably, described prefab-form upper and lower surface is parallel, it is simple to the accurate connection between two sections of prefabricated joints, prefabricated joint
Stacking in longitudinal direction alignment, the prefabricated joint number amount of needs determines according to the wall height of masonry wall.
Preferably, described prefab-form is concrete prefabricated forming.
The beneficial effects of the utility model are: a kind of prefabricated joint of masonry wall constructional column, not only optimize the construction of constructional column
Technique, eliminates colligation constructional column steel reinforcement cage and constructional column pours the complicated procedures of forming of rear maintenance, form removal, installing one section pre-
Getting final product casting concrete after system joint, plastered without the later stage in constructional column position, not only avoids destroying masonry structure during formwork, also adds
Fast construction speed, shorten the construction period, it is ensured that the construction quality of constructional column and molding effect, prefabricated nodule structure is the simplest
Single, convenient in carrying, reduce the input of manpower and materials, improve efficiency of construction, meanwhile, it is relatively low that simple cost is made in prefabricated restraining, economical
Environmental protection.
Below in conjunction with specification drawings and specific embodiments, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of prefabricated joint of masonry wall constructional column.
Fig. 2 is the use figure of a kind of prefabricated joint of masonry wall constructional column.
In accompanying drawing: 1, prefab-form, 2, stirrup, 3, vertical muscle, 4, horse tooth trough, 5, masonry wall.
Detailed description of the invention
As shown in Figure 1 and Figure 2, a kind of prefabricated joint of masonry wall constructional column that this utility model provides, mainly include prefab-form
1, stirrup 2 and vertical muscle 3, wherein, prefabricated joint is respectively arranged in the front and the rear with one block of prefab-form 1, is used as the template of constructional column, and the left and right sides is not
Close, it is simple to tension rib stretches in constructional column smoothly, and stirrup 2 is fixed between two blocks of prefab-forms 1.Described prefab-form 1
Outer profile size is identical with the one of horse tooth trough 4 section of jog, and height is 1000mm, and thickness is 30mm, beyond masonry after placement
Wall 5 metope 8mm, as the depth of plastering of constructional column, described stirrup 2 spacing meets use requirement, and prefab-form imbedded by stirrup 2
1 degree of depth is 15mm, the vertical muscle 3 of colligation four in stirrup 2, and prefab-form 1 upper surface is stretched out in the upper end of vertical muscle 3, the lower end of vertical muscle 3 with
Prefab-form 1 bottom surface is concordant, and during connection, the upper-end bent of vertical muscle 3 stretches in the prefabricated joint of lastblock, on described prefab-form 1
Lower surface is parallel, it is simple to the accurate connection between two sections of prefabricated joints, and prefabricated joint stacks in longitudinal direction alignment, the prefabricated joint of needs
Quantity determines according to the wall height of masonry wall 5, and prefab-form 1 forms for concrete prefabricated.
Above-described embodiment, to specific descriptions of the present utility model, is served only for being further described this utility model, no
It is understood that for the restriction to this utility model protection domain, the technician of this area is according to the content pair of above-mentioned utility model
This utility model makes some nonessential improvement and within adjustment each falls within protection domain of the present utility model.
Claims (6)
1. the prefabricated joint of masonry wall constructional column, it is characterised in that: mainly include prefab-form (1), stirrup (2) and vertical muscle (3),
Wherein, prefabricated joint is respectively arranged in the front and the rear with one piece of prefab-form (1), and the left and right sides is not closed, and stirrup (2) is fixed on two blocks of prefab-forms
(1) between.
A kind of prefabricated joint of masonry wall constructional column the most according to claim 1, it is characterised in that: described prefab-form (1)
Outer profile size is identical with one section of jog of horse tooth trough (4), and thickness is 30mm, beyond masonry wall (5) metope after placement
8mm, as the depth of plastering of constructional column.
A kind of prefabricated joint of masonry wall constructional column the most according to claim 1, it is characterised in that: described stirrup (2) spacing
Meeting and use requirement, stirrup (2) embedment prefab-form (1) degree of depth is 15mm.
A kind of prefabricated joint of masonry wall constructional column the most according to claim 1, it is characterised in that: described stirrup (2) is tied up
Pricking four vertical muscle (3), prefab-form (1) upper surface is stretched out in the upper end of vertical muscle (3), the lower end of vertical muscle (3) and prefab-form (1) end
Face is concordant, and during connection, the upper-end bent of vertical muscle (3) stretches in the prefabricated joint of lastblock.
A kind of prefabricated joint of masonry wall constructional column the most according to claim 1, it is characterised in that: described prefab-form (1)
Upper and lower surface is parallel, and prefabricated joint stacks in longitudinal direction alignment, and the prefabricated joint number amount of needs is high really according to the wall of masonry wall (5)
Fixed.
A kind of prefabricated joint of masonry wall constructional column the most according to claim 1, it is characterised in that: described prefab-form (1)
For concrete prefabricated one-tenth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620785757.0U CN205875451U (en) | 2016-07-26 | 2016-07-26 | Prefabricated festival of brickwork wall constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620785757.0U CN205875451U (en) | 2016-07-26 | 2016-07-26 | Prefabricated festival of brickwork wall constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875451U true CN205875451U (en) | 2017-01-11 |
Family
ID=57697207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620785757.0U Expired - Fee Related CN205875451U (en) | 2016-07-26 | 2016-07-26 | Prefabricated festival of brickwork wall constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875451U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337509A (en) * | 2016-07-26 | 2017-01-18 | 中天建设集团有限公司 | Prefabricated segment of masonry wall constructional column |
| CN108625531A (en) * | 2017-03-16 | 2018-10-09 | 中建四局第三建筑工程有限公司 | A kind of construction method pouring constructional column concrete non-dismantling formwork |
-
2016
- 2016-07-26 CN CN201620785757.0U patent/CN205875451U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337509A (en) * | 2016-07-26 | 2017-01-18 | 中天建设集团有限公司 | Prefabricated segment of masonry wall constructional column |
| CN108625531A (en) * | 2017-03-16 | 2018-10-09 | 中建四局第三建筑工程有限公司 | A kind of construction method pouring constructional column concrete non-dismantling formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 Termination date: 20190726 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |