CN204386161U - Building concrete framework capital mortar leakage prevention mould - Google Patents
Building concrete framework capital mortar leakage prevention mould Download PDFInfo
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- CN204386161U CN204386161U CN201520018749.9U CN201520018749U CN204386161U CN 204386161 U CN204386161 U CN 204386161U CN 201520018749 U CN201520018749 U CN 201520018749U CN 204386161 U CN204386161 U CN 204386161U
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Abstract
The utility model discloses a kind of building concrete framework capital mortar leakage prevention mould, comprise the template arranged around shaft four side, each side template includes the side angle module for shaft right angle and the flat portion module for shaft pars intermedia, template transversely and is vertically spliced by multiple side angle module peace portions module, laterally and vertical adjacent side angle module or/and flat portion intermodule seam crossing is provided with close joint cystosepiment; Each side template is all spliced by two kinds of formwork modules, and is provided with close joint cystosepiment at the intermodule seam crossing of arbitrary neighborhood, substantially increases sealing, prevents spillage problem.
Description
Technical field
The utility model relates to construction work device field, particularly a kind of building concrete framework capital mortar leakage prevention mould.
Background technology
During the construction of building concrete frame column; often there will be capital concrete water mud seepage; there are quality problems such as " rotten necks " in capital; present stage building frame column template many employings veneer is as template; post beam seam crossing and template vertical abutment joint place; when concreting, often there will be spillage problem.
Therefore, need to improve existing building concrete framework capital mortar leakage prevention mould, improve sealing, mortar leakage prevention.
Utility model content
In view of this, the utility model provides a kind of building concrete framework capital mortar leakage prevention mould, ensures sealing, prevents post beam seam crossing and template vertical abutment joint place, occur spillage phenomenon when concreting.
Building concrete framework capital mortar leakage prevention mould of the present utility model, comprise the template arranged around shaft four side, template described in every side includes the side angle module for shaft right angle and the flat portion module for shaft pars intermedia, described template transversely and is vertically spliced by multiple side angle module peace portions module, laterally and vertical adjacent side angle module or/and flat portion intermodule seam crossing is provided with close joint cystosepiment.
Further, the contact seam of the adjacent described side angle intermodule in both sides of shaft right angle is oblique seam, is also provided with described close joint cystosepiment between the both sides sides adjacent Corner Block List Representation of shaft right angle.
Further, sides adjacent Corner Block List Representation in the horizontal and flat portion intermodule, being connected by tongue-and-groove structure of adjacent flat portion intermodule.
Further, between the sides adjacent Corner Block List Representation on vertical, the seam of adjacent flat portion intermodule is upper and lower oblique seam.
Further, the side angle module peace portion module lateral connection being positioned at the top forms capital formwork, and the upper end of capital formwork is provided with for protruding with the wire of top beam body and slab form joint seal.
Further, side angle module and described flat portion module are provided with cross rib and vertical rib, adjacent cross rib and adjacent vertical intercostal are all formed fixing by a U-shaped template clip locking.
The beneficial effects of the utility model: building concrete framework capital mortar leakage prevention mould of the present utility model, each side template is all spliced by two kinds of formwork modules, and be provided with close joint cystosepiment at the intermodule seam crossing of arbitrary neighborhood, substantially increase sealing, prevent spillage problem.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described.
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is the utility model structural entity lateral view;
Fig. 3 is Figure 1A place enlarged drawing;
Fig. 4 is the vertical connection diagram of module of the present utility model.
Detailed description of the invention
As shown in Figures 1 to 4: the building concrete framework capital mortar leakage prevention mould of the present embodiment, comprise the template arranged around shaft four side, template described in every side includes the side angle module 2 for shaft 1 right angle and the flat portion module 3 for shaft 1 pars intermedia, described template transversely and is vertically spliced by multiple side angle module 2 peaceful portions module 3, laterally and vertical adjacent side angle module 2 or/and between flat portion module 3 seam crossing be provided with close joint cystosepiment 4; Building concrete framework capital mortar leakage prevention mould of the present utility model is used in quadra shaft 1, in every side of shaft 1, a template is all set, the template of every side transversely and is vertically spliced by side angle module 2 peaceful portion module 3, wherein the one-level of each side template transversely comprises two side angle modules 2 and at least two flat portion modules 3, the usage quantity of flat portion module 3 is determined according to the lateral length of shaft 1 side, in addition, the splicing quantity of side angle module 2 peaceful portion module 3 on vertical filling longitudinal length and determining needed for shaft 1; In addition, close joint cystosepiment 4 is made up of foamed material, sealing effectiveness can be reached preferably, in the present embodiment, be all fixedly installed close joint cystosepiment in side angle module 2 and the surrounding of flat portion module 3 with adjacent side angle module 2 or module 3 junction, flat portion, and seal all sides shape conformal of cystosepiment and module, close joint effect is reached after module splicing between two, have goodish sealing, certainly, close joint cystosepiment 4 also direct-insert mode can be arranged after module splicing between two.In the present embodiment, side angle module 2 peaceful portion module 3 width is 5-50cm, and length is 30-200cm, when cylinder is constructed, capital presets 30cm formwork, when work post upper beam 11 and floor, wouldn't remove, in order to be connected with top beam body, floor.
In the present embodiment, the contact seam between the adjacent described side angle module 2 in both sides of shaft 1 right angle is oblique seam 5, is also provided with described close joint cystosepiment 4a between the both sides sides adjacent Corner Block List Representation 2 of shaft 1 right angle; It is oblique seam 5 that template on adjacent both sides shaft 1 contacts seam in the side angle module 2 of shaft 1 right angle, oblique seam 5 refers to that be inclined structure on vertical, namely the outside of side angle module 2 is used for side angle module 2 contact side of an adjacent side template being interior ramp structure, forms L shape after both sides Corner Block List Representation 2 splices in the horizontal.
In the present embodiment, being connected by tongue-and-groove structure 6 between sides adjacent Corner Block List Representation 2 in the horizontal with flat portion module 3, between adjacent flat portion module 3; Wherein, the horizontal side of each flat portion module 3 is provided with overlap joint cofferdam, and horizontal opposite side is provided with the tenon structure for overlapping with horizontal adjacent flat portion module 3, installs effective, and has certain sealing, mortar leakage prevention.
In the present embodiment, the seam between the sides adjacent Corner Block List Representation 2 on vertically, between adjacent flat portion module 3 is upper and lower oblique seam 7; Wherein, upper and lower oblique seam herein 7 is folding shape structure, first form removal block upper, rear form removal under, facilitate form removal.
In the present embodiment, side angle module 2 peaceful portion module 3 lateral connection being positioned at the top forms capital formwork, and the upper end of capital formwork is provided with for the wire projection 8 with top beam body and slab form joint seal; In order to guarantee joint seal.
In the present embodiment, side angle module 2 and described flat portion module 3 are provided with cross rib 9 and vertical rib 10, adjacent cross rib and adjacent vertical intercostal are all formed fixing by a U-shaped template clip locking.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.
Claims (6)
1. a building concrete framework capital mortar leakage prevention mould, it is characterized in that: comprise the template arranged around shaft four side, template described in every side includes the side angle module for shaft right angle and the flat portion module for shaft pars intermedia, described template transversely and is vertically spliced by multiple side angle module peace portions module, laterally and vertical adjacent side angle module or/and flat portion intermodule seam crossing is provided with close joint cystosepiment.
2. building concrete framework capital mortar leakage prevention mould according to claim 1, it is characterized in that: the contact seam of the adjacent described side angle intermodule in both sides of shaft right angle is oblique seam, is also provided with described close joint cystosepiment between the both sides sides adjacent Corner Block List Representation of shaft right angle.
3. building concrete framework capital mortar leakage prevention mould according to claim 2, is characterized in that: sides adjacent Corner Block List Representation in the horizontal and flat portion intermodule, being connected by tongue-and-groove structure of adjacent flat portion intermodule.
4. building concrete framework capital mortar leakage prevention mould according to claim 3, is characterized in that: between the sides adjacent Corner Block List Representation on vertical, the seam of adjacent flat portion intermodule is upper and lower oblique seam.
5. building concrete framework capital mortar leakage prevention mould according to claim 4, it is characterized in that: the side angle module peace portion module lateral connection being positioned at the top forms capital formwork, the upper end of capital formwork is provided with for protruding with the wire of top beam body and slab form joint seal.
6. building concrete framework capital mortar leakage prevention mould according to claim 5, it is characterized in that: described side angle module and described flat portion module are provided with cross rib and vertical rib, adjacent cross rib and adjacent vertical intercostal are all formed fixing by a U-shaped template clip locking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520018749.9U CN204386161U (en) | 2015-01-12 | 2015-01-12 | Building concrete framework capital mortar leakage prevention mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520018749.9U CN204386161U (en) | 2015-01-12 | 2015-01-12 | Building concrete framework capital mortar leakage prevention mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204386161U true CN204386161U (en) | 2015-06-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520018749.9U Expired - Fee Related CN204386161U (en) | 2015-01-12 | 2015-01-12 | Building concrete framework capital mortar leakage prevention mould |
Country Status (1)
| Country | Link |
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| CN (1) | CN204386161U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729666A (en) * | 2018-08-13 | 2018-11-02 | 中建三局集团有限公司 | A kind of combined type bearing constructed for skyscraper or bridge tower |
| CN108979672A (en) * | 2018-09-07 | 2018-12-11 | 四川省创力隧道机械设备有限公司 | Tunnel widened section construction assembly type trolley |
| CN110978229A (en) * | 2019-11-14 | 2020-04-10 | 王雪琴 | Method for prefabricating composite floor slab by splicing type mold |
| CN111335627A (en) * | 2020-03-18 | 2020-06-26 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
| CN115653294A (en) * | 2022-10-31 | 2023-01-31 | 中国二十冶集团有限公司 | Combined template structure for building |
-
2015
- 2015-01-12 CN CN201520018749.9U patent/CN204386161U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729666A (en) * | 2018-08-13 | 2018-11-02 | 中建三局集团有限公司 | A kind of combined type bearing constructed for skyscraper or bridge tower |
| CN108979672A (en) * | 2018-09-07 | 2018-12-11 | 四川省创力隧道机械设备有限公司 | Tunnel widened section construction assembly type trolley |
| CN110978229A (en) * | 2019-11-14 | 2020-04-10 | 王雪琴 | Method for prefabricating composite floor slab by splicing type mold |
| CN111335627A (en) * | 2020-03-18 | 2020-06-26 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
| CN111335627B (en) * | 2020-03-18 | 2024-07-05 | 中国五冶集团有限公司 | Device suitable for reinforcing root of concrete wall or column and construction method |
| CN115653294A (en) * | 2022-10-31 | 2023-01-31 | 中国二十冶集团有限公司 | Combined template structure for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150610 Termination date: 20170112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |