CN203654725U - Framework mold for screen partition wall - Google Patents
Framework mold for screen partition wall Download PDFInfo
- Publication number
- CN203654725U CN203654725U CN201320672195.5U CN201320672195U CN203654725U CN 203654725 U CN203654725 U CN 203654725U CN 201320672195 U CN201320672195 U CN 201320672195U CN 203654725 U CN203654725 U CN 203654725U
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- China
- Prior art keywords
- web plate
- keel
- curved structure
- corner
- partition wall
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- Expired - Fee Related
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Abstract
The utility model relates to an inner mold for a door frame and a window frame combined with metal mesh partition walls, particularly to a framework mold for a screen partition wall. Openings are formed among corners and tortuous structure screens, and turning meshes and vertical keels are arranged on the sides of the tortuous structure screens. Through the adoption of the framework mold, the problem that spraying mortar to the upper ends and the sides of metal screen frameworks properly is difficult, is solved.
Description
Technical field
The utility model relates to a kind of template of building, more particularly, relates to a kind of doorframe and window frame internal mold of combination wire lath partition wall.
Background technology
Because fragment of brick partition wall and formwork structure partition wall exist the large and high problem of construction cost of difficulty of construction, more and more build the wire lath partition wall that has used hollow structure.The construction of more than ten years has confirmed the plurality of advantages of metal otter board partition wall under battle conditions.But existing metal otter board partition wall also exists some defects.As, Chinese Patent Application No. 94100801.0 disclosed " wall construction method of building and substrate thereof ".This invention has been used the technical scheme of " laterally receive with substrate, be supported element embedding press from both sides by two outer ends, and the element that is positioned fixes, substrate has the hole that connects two surfaces, can be whitewashed by being formed with rough surface between two surfaces ".But, in Construction practices, to find, the intensity of substrate needs further to strengthen.As, between two corresponding substrates, vertical keel is set.Although vertical keel contributes to strengthen the intensity of substrate.But vertical keel is between substrate and be difficult to strengthen the intensity of the framing component such as doorframe, window frame.In order to strengthen the intensity of the framing component such as doorframe, window frame, prior art is used the lateral keel on covered substrate end face or base above doorframe and window frame, and the side of doorframe and window frame uses vertical web plate parcel substrate end-face.Although, the intensity of the framing components such as prior art energy stiffener doorframe, window frame.But lateral keel and vertical web plate are prone to the problem that substrate end-face cement mortar is difficult to spray into, the construction quality problem such as even cause that doorframe, window frame ftracture, subside.
Summary of the invention
For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of frame mould for web plate partition wall, and it,, by the improvement to curved structure web plate, efficiently solves the problem that substrate end-face is difficult to spray into cement mortar.
The purpose of this utility model is achieved in that a kind of frame mould for web plate partition wall, comprise curved structure web plate, curved structure web plate is harmonious and forms hollow partition internal mold, the upper end of curved structure web plate is provided with corner, between corner and curved structure web plate, be provided with opening, the side of curved structure web plate is provided with turning net and vertical keel.
Advantage of the present utility model is as follows:
Owing to being provided with corner at the end face of curved structure web plate, between corner and curved structure web plate, be provided with opening, and the side of curved structure web plate is provided with turning net and vertical keel; Connection and the support degree of curved structure web plate both strengthened in corner, formed again and led to the passage that can spray into cement mortar.When constructor carries out shotcrete construction, cement mortar can enter the connecting portion of curved structure web plate easily by opening, and can form solid concrete column at the connecting portion of curved structure web plate, and concrete column can be securely in conjunction with the link of curved structure web plate; The combination of turning net and vertical keel, has not only improved the intensity of curved structure web plate, and cement mortar can see through easily turning anastomose and close curved structure web plate.The utility model has solved metal otter board framework upper end and side whitewashing is difficult for the problem of putting in place.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is sectional view of the present utility model;
Fig. 3 is the structural representation of widthwise edge keel.
The specific embodiment
Below in conjunction with accompanying drawing in detail embodiment of the present utility model is described in detail:
Referring to Fig. 1.For a frame mould for web plate partition wall, described substrate is prior art, and substrate is curved structure web plate 1, and curved structure web plate 1 uses prior art, and curved structure web plate 1 forms hollow partition internal mold by the mode of being harmonious of correspondence.
Referring to Fig. 3.The upper end of curved structure web plate 1 is provided with corner, between corner and curved structure web plate 1, be provided with opening 301, corner is made up of short Corner keel 300 and long Corner keel 302 corner, short Corner keel 300 wraps up an angle of curved structure web plate 1, and long Corner keel 302 forms opening 301 with 10～160 millimeters, curved structure web plate 1 end face interval.Long Corner keel 302 forms opening 301 with 100 millimeters, curved structure web plate 1 end face interval.
Referring to Fig. 1 and Fig. 2.The side of curved structure web plate 1 is provided with turning net 3 and vertical keel 2, the opening part 5 of vertical keel 2 between curved structure web plate 1, and turning net 3 wraps up vertical keel 2.Turning net 3 can be made the shape such as concave shape or " M " shape, and when the cross section of turning net 3 is " M " shape, the cross section of described turning net 3 is M shape.On vertical keel 2, be provided with the through hole 4 for colligation.
One end of curved structure web plate 1 is provided with corner, between corner and curved structure web plate 1, is provided with opening 301.Short Corner keel 300 and long Corner keel 302 horizontal layout, short Corner keel 300 and long Corner keel 302 are particularly useful for the cruciform bracing such as doorframe and window frame of large span.Described corner is made up of short Corner keel 300 and long Corner keel 302, and short Corner keel 300 wraps up an angle of curved structure web plate 1 end face, and long Corner keel 302 forms opening 301 with 60 millimeters, the interval, a limit of curved structure web plate 1.Short Corner keel 300 encases an angle of curved structure web plate 1 end face, and covers half end face of curved structure web plate 1.Long Corner keel 302 forms opening 301 with 60 millimeters, the end face interval of curved structure web plate 1.The width of opening 301, the i.e. spacing distance of long Corner keel 302 and curved structure web plate 1 end face.Opening 301 width can be 10～100 millimeters.As, opening 301 width can also be 30 millimeters.
Described short Corner keel 300 and long Corner keel 302 are L shaped section bar.L shaped section bar can use the steel sheet of 0.5 millimeter of thickness to be stamped to form.L shaped section bar is also referred to as angle steel.The length of short Corner keel 300 and long Corner keel 302 equals vertically height of curved structure web plate 1.Short Corner keel 300 uses 30 to take advantage of 30 L-shaped section.The length of side difference on two limits of long Corner keel 302, wherein the length of side on a limit is 50 millimeters, the length of side on described long Corner keel 302 limit is 20～80 millimeters.Long Corner keel 3 uses 30 to take advantage of 55 L-shaped section, and the length of side on L-shaped section limit is 30 millimeters, and the length of side on another of L-shaped section limit is 50 millimeters.
On described short Corner keel 300 and long Corner keel 302, be provided with connector or through hole 4.Connector can be screw, reinforcing bar, and screw and steel bar welding are on short Corner keel 300 and long Corner keel 302.
While through hole 4 not being set on short Corner keel 300 and long Corner keel 302, also can on short Corner keel 300 and long Corner keel 302, welding iron ring or convex tendon, screw etc. and contribute to fixing member.
Be noted that the corner structure that the utility model provides is only an example.The structure of corner can also have other shape.As, the section bar of " N " shape can be made in corner, or " T " font section bar, or the section bar such as I-shaped.
Claims (6)
1. the frame mould for web plate partition wall, comprise curved structure web plate (1), curved structure web plate (1) is harmonious and forms hollow partition internal mold, it is characterized in that, the upper end of curved structure web plate (1) is provided with corner, between corner and curved structure web plate (1), be provided with opening (301), the side of curved structure web plate (1) is provided with turning net (3) and vertical keel (2).
2. a kind of frame mould for web plate partition wall according to claim 1, it is characterized in that, described corner is made up of short Corner keel (300) and long Corner keel (302), an angle of short Corner keel (300) parcel curved structure web plate (1), long Corner keel (302) forms opening (301) with 10～160 millimeters, curved structure web plate (1) end face interval.
3. a kind of frame mould for web plate partition wall according to claim 2, is characterized in that, is provided with connector or through hole (4) on described short Corner keel (300) and long Corner keel (302).
4. a kind of frame mould for web plate partition wall according to claim 2, is characterized in that, described short Corner keel (300) and long Corner keel (302) are L shaped section bar.
5. a kind of frame mould for web plate partition wall according to claim 2, is characterized in that, the length of side on a limit of described long Corner keel (302) is 20～80 millimeters.
6. a kind of frame mould for web plate partition wall according to claim 1, is characterized in that, the cross section of described turning net (3) is M shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320672195.5U CN203654725U (en) | 2013-10-25 | 2013-10-25 | Framework mold for screen partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320672195.5U CN203654725U (en) | 2013-10-25 | 2013-10-25 | Framework mold for screen partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654725U true CN203654725U (en) | 2014-06-18 |
Family
ID=50921129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320672195.5U Expired - Fee Related CN203654725U (en) | 2013-10-25 | 2013-10-25 | Framework mold for screen partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654725U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729578A (en) * | 2017-04-22 | 2018-11-02 | 良固建筑工程（上海）有限公司 | A kind of internal model assembled wall construction method |
| CN108915129A (en) * | 2018-08-20 | 2018-11-30 | 中国二十二冶集团有限公司 | Net iron hollow steel framework at center partition wall |
-
2013
- 2013-10-25 CN CN201320672195.5U patent/CN203654725U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729578A (en) * | 2017-04-22 | 2018-11-02 | 良固建筑工程（上海）有限公司 | A kind of internal model assembled wall construction method |
| CN108915129A (en) * | 2018-08-20 | 2018-11-30 | 中国二十二冶集团有限公司 | Net iron hollow steel framework at center partition wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Document name: Notification of Termination of Patent Right |
|
| DD01 | Delivery of document by public notice |
Addressee: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Document name: Notification of Decision on Request for Restoration of Right |
|
| DD01 | Delivery of document by public notice |
Addressee: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Document name: Notification to Pay the Fees |
|
| DD01 | Delivery of document by public notice |
Addressee: SHANGHAI BSTE BUILDING MATERIALS CO., LTD. Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140618 Termination date: 20151025 |