CN201730312U - Template for manufacturing concrete wall - Google Patents

Template for manufacturing concrete wall Download PDF

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Publication number
CN201730312U
CN201730312U CN2010202651409U CN201020265140U CN201730312U CN 201730312 U CN201730312 U CN 201730312U CN 2010202651409 U CN2010202651409 U CN 2010202651409U CN 201020265140 U CN201020265140 U CN 201020265140U CN 201730312 U CN201730312 U CN 201730312U
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CN
China
Prior art keywords
template
exterior sheathing
inner formword
linkage
concrete wall
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Expired - Lifetime
Application number
CN2010202651409U
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Chinese (zh)
Inventor
吴金营
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Individual
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Individual
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Priority to CN2010202651409U priority Critical patent/CN201730312U/en
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Publication of CN201730312U publication Critical patent/CN201730312U/en
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Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a template for manufacturing a concrete wall, comprising an inner template, an outer template and connecting devices which are connected between the inner template and the outer template; the inner template and the outer template are arranged in parallel face to face; a plurality of connecting devices are arranged and are in a detachable structure; and the spacing between each connecting device and the most adjacent connecting device is a constant value. The wall body formed through the template has better flatness; simultaneously, because the connecting devices are in the detachable structure, the template disassembly and assembly efficiency can be greatly improved so that the production efficiency can be improved; the appearance of the wall body formed through the template has very smooth effect, so that the cost can be greatly reduced without attaching tiles on the outer surface of the wall body.

Description

A kind of template of making concrete wall
Technical field
The utility model relates to the building auxiliary equipment field, relates to a kind of template of making concrete wall in particular.
Background technology
At present, widely used under construction non-bearing outer wall material mainly contains and adds carbonated drink adobe, pulverized slag coal-dust brick, flyash stone cement brick etc.Wherein, add carbonated drink adobe water absorption rate height, sticking easy to crack the coming off of obedient ceramic tile stone material, and cannot follow closely, bore and horizontal, vertical threading; Pulverized slag coal-dust brick, flyash stone cement brick water absorption rate are also high, easy to crack, so its overall construction intensity is low, shock resistance, bend resistance load are low.
At the problems referred to above, people adopt the direct moulding by casting of concrete to go out body of wall, be not easy to be out of shape, the structural strength height, be convenient to the tile fixing and the random characteristics of nail bit by its produced concrete wall, but, at present the body of wall that forms out of moulding concrete wall scheme is often smooth inadequately, and when the moulding body of wall related template also have dismounting inconvenience, the too much and ineffective problem of the work that repeats.
In view of this, the above-mentioned defective further investigation of the inventor during at existing moulding concrete wall has this case to produce then.
The utility model content
The purpose of this utility model is to provide a kind of template of making concrete wall, and the body of wall that forms out in the prior art is smooth inadequately to solve, the forming panel dismounting inconvenient and ineffective problem.
In order to reach above-mentioned purpose, solution of the present utility model is:
A kind of template of making concrete wall, wherein, comprise inner formword, exterior sheathing and be connected with linkage between inner formword and exterior sheathing, this inner formword and exterior sheathing be arranged in parallel face-to-face, this linkage has detachable structure, and be many groups, and the spacing between every group of linkage and its most contiguous linkage is a steady state value.
Further, this linkage comprises the inner via hole that runs through on the inner formword, the accessibke porosity that runs through exterior sheathing, be resisted against sleeve pipe on inner formword and the exterior sheathing respectively between inner formword and the exterior sheathing and two ends, pass the screw of exterior sheathing accessibke porosity, sleeve pipe and inner formword inner via hole successively, and the nut sealed with screw end.
Further, this linkage also comprises and is arranged between screw and the exterior sheathing or the pad between this nut and the inner formword.
Further, the template of these manufacturing concrete wall also comprises end-plate, and the soffit of the upper surface of this end-plate and this inner formword and exterior sheathing is in contact.
Further, these many group linkages are array arranges, and its along continuous straight runs and vertical direction extension.
After adopting said structure, a kind of template of making concrete wall that the utility model relates to, it is because this linkage is set to many groups, and distance is constant between every group of linkage and its most contiguous linkage, so it can guarantee that the distance between inner formword and the exterior sheathing is a preset value, thereby can make the body of wall that forms out by this template have preferable planeness; Simultaneously because this linkage is detachable structure, thereby can improve the dismounting efficient of forming panel greatly, and then play the effect of enhancing productivity, simultaneously because its appearance of body of wall that this template forms has very level and smooth effect, to need not thus to attach ceramic tile, can play the effect that reduces cost greatly at the external surface of body of wall.
Description of drawings
A kind of structural representation of making the template preferred embodiment of concrete wall that Fig. 1 relates to for the utility model;
Fig. 2 is the sectional view of Fig. 1.
Among the figure:
Make the template 100 of concrete wall
Inner formword 1 exterior sheathing 2
Linkage 3 inner via holes 31
Accessibke porosity 32 sleeve pipes 33
Screw 34 nuts 35
Pad 36 end-plates 4
Body of wall 200
The specific embodiment
In order further to explain the technical solution of the utility model, the utility model is elaborated below by specific embodiment.
As shown in Figures 1 and 2, a kind of template 100 of making concrete wall that relates to for the utility model shown in it, it comprises inner formword 1, exterior sheathing 2 and linkage 3, this inner formword 1 and exterior sheathing 2 all are tabular, and be arranged in parallel face-to-face; This linkage 3 is connected with between this inner formword 1 and exterior sheathing 2, thereby play the effect of adjusting distance between inner formword 1 and the exterior sheathing 2, this linkage 3 is provided with detachable structure, and is many groups, and the spacing between every group of linkage 3 and its most contiguous linkage 3 is a steady state value.This steady state value is when concrete the setting, situations such as material, deflection and the 200 planeness requirements of current body of wall according to inner formword 1 and exterior sheathing 2 are adjusted accordingly, certainly the template 100 of these manufacturing concrete wall can also be provided with end-plate 4 according to actual needs, and the soffit of the upper surface of this end-plate 4 and this inner formword 1 and exterior sheathing 2 is in contact.Like this, the utility model can guarantee that the distance between inner formword 1 and the exterior sheathing 2 is a preset value, thereby can make the body of wall 200 that forms out by this template have preferable planeness; Be detachable structure owing to this linkage 3 simultaneously, thereby can improve the dismounting efficient of forming panel greatly, and then play the effect of enhancing productivity.
Need to prove, this inner formword 1 and exterior sheathing 2 sizes are not specifically done qualification, it can be the large-sized sheet material that is provided with according to actual needs, can also be for assembled by the small-sized sheet material of polylith, when assembly unit, can be coated with epoxy resin at seam crossing, and add this plate, and then play and allow the small-sized sheet material of polylith can have a planeness that large-sized sheet material is the same at external surface; In addition, the statement of this inner formword 1 and exterior sheathing 2 just is used to be convenient to the statement to two blocks of parallel-plates, and does not limit the position of this two boards.
A kind of specific embodiment as this linkage 3, this linkage 3 comprises inner via hole 31, accessibke porosity 32, sleeve pipe 33, screw 34 and nut 35, this inner via hole 31 runs through and is arranged on the inner formword 1,32 of this accessibke porosities run through and are arranged on the exterior sheathing 2,33 of this sleeve pipes are between inner formword 1 and exterior sheathing 2, and these sleeve pipe 33 two ends are resisted against respectively on inner formword 1 and the exterior sheathing 2, thereby play the effect that limits spacing between inner formword 1 and the exterior sheathing 2, during concrete enforcement, need select the length of sleeve pipe 33 according to the length of spacing between required inner formword 1 and the exterior sheathing 2; This screw 34 passes exterior sheathing 2 accessibke porosities 32, sleeve pipe 33 and inner formword 1 inner via hole 31 successively, 35 on this nut and sealed linking to each other of screw 34 ends.Like this after selecting Len req sleeve pipe 33, only need screw 34 and nut 35 is tightly sealed, just can realize needed concrete wall thickness, and when needs are dismantled, owing to be provided with this sleeve pipe 33, this screw 34 need not directly and concrete is related, so only need nut 35 is broken away from screw 34, can realize the demoulding between this inner formword 1 and the exterior sheathing 2, thereby have the characteristics easily of dismantling.
In order to allow this screw 34 and nut 35 can locate inner formword 1 and exterior sheathing 2 better, this linkage 3 also comprises pad 36, and specifically as shown in Figure 2, this pad 36 is arranged between screw 34 and the exterior sheathing 2 or between this nut 35 and the inner formword 1.
A kind of concrete arrangement mode as these many group linkages 3, specifically as shown in Figure 1, how group linkages 3 are array is arranged, and its along continuous straight runs and vertical direction extension, can guarantee the spacing between inner formword 1 and the exterior sheathing 2 so better, and then make the body of wall 200 that forms out have higher planeness.Certainly, the arrangement mode of the linkage 3 that the utility model relates to is not limited to this, as long as can allow the spacing between inner formword 1 and the exterior sheathing 2 can not can change because of bendability own.
The foregoing description and graphic and non-limiting product form of the present utility model and style, any person of an ordinary skill in the technical field all should be considered as not breaking away from patent category of the present utility model to its suitable variation or modification of doing.

Claims (5)

1. template of making concrete wall, it is characterized in that, comprise inner formword, exterior sheathing and be connected with linkage between inner formword and exterior sheathing, this inner formword and exterior sheathing be arranged in parallel face-to-face, this linkage has detachable structure, and be many groups, and the spacing between every group of linkage and its most contiguous linkage is a steady state value.
2. a kind of template of making concrete wall as claimed in claim 1, it is characterized in that, this linkage comprises the inner via hole that runs through on the inner formword, the accessibke porosity that runs through exterior sheathing, be resisted against sleeve pipe on inner formword and the exterior sheathing respectively between inner formword and the exterior sheathing and two ends, pass the screw of exterior sheathing accessibke porosity, sleeve pipe and inner formword inner via hole successively, and the nut sealed with screw end.
3. a kind of template of making concrete wall as claimed in claim 2 is characterized in that, this linkage also comprises and is arranged between screw and the exterior sheathing or the pad between this nut and the inner formword.
4. a kind of template of making concrete wall as claimed in claim 1 is characterized in that the template of these manufacturing concrete wall also comprises end-plate, and the soffit of the upper surface of this end-plate and this inner formword and exterior sheathing is in contact.
5. a kind of template of making concrete wall as claimed in claim 1 is characterized in that, these many group linkages are array arranges, and its along continuous straight runs and vertical direction extension.
CN2010202651409U 2010-07-16 2010-07-16 Template for manufacturing concrete wall Expired - Lifetime CN201730312U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202651409U CN201730312U (en) 2010-07-16 2010-07-16 Template for manufacturing concrete wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202651409U CN201730312U (en) 2010-07-16 2010-07-16 Template for manufacturing concrete wall

Publications (1)

Publication Number Publication Date
CN201730312U true CN201730312U (en) 2011-02-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202651409U Expired - Lifetime CN201730312U (en) 2010-07-16 2010-07-16 Template for manufacturing concrete wall

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CN (1) CN201730312U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102220791A (en) * 2011-04-08 2011-10-19 吴金营 Non-bearing wall body and forming method thereof
CN104100033A (en) * 2013-04-03 2014-10-15 马义和 Compound building element also used as template, and digitized production method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102220791A (en) * 2011-04-08 2011-10-19 吴金营 Non-bearing wall body and forming method thereof
CN102220791B (en) * 2011-04-08 2012-11-14 吴金营 Non-bearing wall body and forming method thereof
CN104100033A (en) * 2013-04-03 2014-10-15 马义和 Compound building element also used as template, and digitized production method thereof
CN104100033B (en) * 2013-04-03 2018-04-13 马义和 A kind of combined type building element for also serving as template and its digital production method

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CX01 Expiry of patent term

Granted publication date: 20110202

CX01 Expiry of patent term