CN2539618Y - Shuttering for working wall board - Google Patents
Shuttering for working wall board Download PDFInfo
- Publication number
- CN2539618Y CN2539618Y CN 02214639 CN02214639U CN2539618Y CN 2539618 Y CN2539618 Y CN 2539618Y CN 02214639 CN02214639 CN 02214639 CN 02214639 U CN02214639 U CN 02214639U CN 2539618 Y CN2539618 Y CN 2539618Y
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- Prior art keywords
- wall body
- template
- plate
- boards
- plate body
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Abstract
The utility model provides a template for processing wall body board, belonging to a mold, which is composed of a top template body 4 and a bottom template body 6, the top template body 4 is provided with a rectangular bulge 1 and a trapezoid bulge 2, the bottom template 6 is provided with a rectangular bulge 5 and a groove which is corresponding to the trapezoid bulge on the top template body, after the wall body board processed by the template is installed for application, the contact area between boards is large, thereby solving the problem of crack between wall body boards effectively as well as reinforcing the integral side pressure resistance of wall surface formed by wall body boards and shearing strength of board gaps, the processed wall body boards are very easy to realize industrialized dry installation by self-systematic fittings matched with the wall body boards, and can ensure flat wall surface and no gap between boards, thereby realizing the sufficient and firm combination between wall body board, frame beam and pillar.
Description
Technical field
The utility model provides a kind of mould, especially a kind of ash wall body plate die for processing.
Background technology
At present, wall reconstruction (promptly replacing common brick to make body of wall with energy-saving heat preserving sound-proof light ash wall body plate) is subjected to attention at different levels, various novel wall materials also occurred, but can reach really that industrialization installs also seldom.Its end face and bottom surface have only simple single trapezoidal, semicircle triangular hill and groove, joint treatment and also fairly simple with being connected of framework central sill, plate, post, the problem that easily produces between the back wall plate along the plate cracking is installed, the shear resistance of whole lateral pressure resistant ability and plate seam is also lower, easily produces buckling deformation.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of ash wall body plate processing to use template, to improve the serviceability of its ash wall body plate that processes after installation.
The utility model is to realize like this, ash wall body plate processing template, it has backform plate body and bed die plate body, and rectangular preiection and trapezoidal projection are arranged on described backform plate body, have on the bed die plate body rectangular preiection and with the backform plate body on the corresponding groove of trapezoidal projection.
Adopt the ash wall body plate processing template of said structure, the ash wall body plate that is processed is after installing and using, contact area between plate and the plate is big, solve the suitable seam cracking problem between the ash wall body plate effectively, also strengthened the whole lateral pressure resistant ability of the formed metope of ash wall body plate and the shear resistance of plate seam simultaneously.The ash wall body plate that is processed can be by the accessory that establishes one's own system that matches with it, realize the installation of industrialization dry method at an easy rate, and can guarantee wall surface levelling, not ftractureing in the slit between plate and the plate, realizes abundant, firm combining between ash wall body plate and Vierendeel girder, plate, the post.
Description of drawings
Fig. 1 is that the master of a kind of backform plate body in the utility model looks schematic diagram.Fig. 2 is its left view.Fig. 3 is that the master of its a kind of end template body looks schematic diagram.Fig. 4 is its left view.Fig. 5 is that the master of its a kind of preceding plug looks schematic diagram.Fig. 6 is its left view.Fig. 7 is that the master of its a kind of back plug looks schematic diagram.Fig. 8 is its left view.Fig. 9 is that the master of another kind of backform plate body of the present utility model looks schematic diagram.Figure 10 is its left view.Figure 11 is that the master of another kind of bed die plate body looks schematic diagram.Figure 12 is its left view.Figure 13 is that the master of another kind of preceding plug plate body looks schematic diagram.Figure 14 is its left view.Figure 15 is that the master of another kind of back plug plate body looks schematic diagram.Figure 16 is its left view.Figure 17 is the schematic diagram of the ash wall body plate shape that processes with a kind of template of the present utility model.Figure 18 is the schematic diagram of the ash wall body plate shape that processes with another kind of template of the present utility model.
The specific embodiment
The embodiment that provides below in conjunction with accompanying drawing illustrates concrete structure of the present utility model.
As shown in drawings, the ash wall body plate processing template of the utility model, it has backform plate body (4) and bed die plate body (6), rectangular preiection (1) and trapezoidal projection (2) are arranged on described backform plate body (4), have on the bed die plate body (6) rectangular preiection (5) and with the backform plate body on the corresponding groove of trapezoidal projection.
Plug plate body (11) and back plug plate body (13) had rectangular preiection (8) and trapezoidal projection (9) before its also had on preceding plug plate body, on back plug plate body, have rectangular preiection (12) and with preceding plug plate body on the corresponding groove of trapezoidal projection.
The inclination angle on the inclined-plane of described trapezoidal projection is between 30~90.This inclination angle is meant the inclined-plane of trapezoidal projection and the angle between the plate body vertical plane.
As Fig. 9~shown in Figure 16, described trapezoidal projection (2) or trapezoidal projection (9) have two.At this moment, the groove on the corresponding template also should have two.
During use, Fig. 1~template shown in Figure 8 is one group, and Fig. 9~template shown in Figure 16 is another group.Each group template is installed in respectively on formwork erection or the horizontal mould production facility, but just raw material is processed into respectively as Figure 17 and ash wall body plate shown in Figure 180.
Rectangular preiection can be established two on each template both sides, and trapezoidal projection and corresponding groove are between two rectangular preiections.Be on backform plate body, bed die plate body, preceding plug plate body, the back plug plate body rectangular preiection (3), (7), (10), (14) to be arranged respectively also.
From each figure as can be seen, the surface configuration complexity of the ash wall body plate joint face that the utility model is processed is compared with original simple single trapezoidal projection, semi-cylindrical hill, triangular hill, and contact area is big, and serviceability is good.Behind various projectioies of design and groove on preceding plug, the back plug, also help realizing industrialized dry method installation.And original ash wall body plate is only processed projection and groove at end face and bottom surface, and forward and backward plug all is the plane.
Claims (4)
1, ash wall body plate processing template, it has backform plate body (4) and bed die plate body (6), it is characterized in that rectangular preiection (1) and trapezoidal projection (2) are arranged on described backform plate body (4), have on the bed die plate body (6) rectangular preiection (5) and with the backform plate body on the corresponding groove of trapezoidal projection.
2, ash wall body plate processing template as claimed in claim 1, it is characterized in that, plug plate body (11) and back plug plate body (13) before it also has, rectangular preiection (8) and trapezoidal projection (9) are arranged on preceding plug plate body, have on the plug plate body of back rectangular preiection (12) and with preceding plug plate body on the corresponding groove of trapezoidal projection.
3, template is used in ash wall body plate processing as claimed in claim 1 or 2, it is characterized in that the inclination angle on the inclined-plane of described trapezoidal projection is between 30~90.
4, template is used in ash wall body plate processing as claimed in claim 1 or 2, it is characterized in that described trapezoidal projection (2) or trapezoidal projection (9) have two.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02214639 CN2539618Y (en) | 2002-05-07 | 2002-05-07 | Shuttering for working wall board |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02214639 CN2539618Y (en) | 2002-05-07 | 2002-05-07 | Shuttering for working wall board |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2539618Y true CN2539618Y (en) | 2003-03-12 |
Family
ID=33693938
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02214639 Expired - Fee Related CN2539618Y (en) | 2002-05-07 | 2002-05-07 | Shuttering for working wall board |
Country Status (1)
Country | Link |
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CN (1) | CN2539618Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102418417A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418416A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Formwork system for large-slab span steel beam cast-in-place floor |
CN102418415A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418414A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span prefabricated beam floor formwork system |
CN102418418A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Short-slab-span prefabricated beam floor formwork system |
-
2002
- 2002-05-07 CN CN 02214639 patent/CN2539618Y/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102418417A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418416A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Formwork system for large-slab span steel beam cast-in-place floor |
CN102418415A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418414A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Long-slab-span prefabricated beam floor formwork system |
CN102418418A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Short-slab-span prefabricated beam floor formwork system |
CN102418415B (en) * | 2010-09-28 | 2014-08-13 | 杨峰 | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418417B (en) * | 2010-09-28 | 2014-08-20 | 杨峰 | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system |
CN102418416B (en) * | 2010-09-28 | 2014-10-01 | 杨峰 | Long-slab-span steel beam cast-in-situ floor formwork system |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |