CN201671323U - Combined template for wall building - Google Patents
Combined template for wall building Download PDFInfo
- Publication number
- CN201671323U CN201671323U CN2010201651365U CN201020165136U CN201671323U CN 201671323 U CN201671323 U CN 201671323U CN 2010201651365 U CN2010201651365 U CN 2010201651365U CN 201020165136 U CN201020165136 U CN 201020165136U CN 201671323 U CN201671323 U CN 201671323U
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- Prior art keywords
- gang form
- groove
- wall
- gang
- form according
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000003822 epoxy resin Substances 0.000 claims description 4
- 229920000647 polyepoxide Polymers 0.000 claims description 4
- 238000000034 method Methods 0.000 description 29
- 229910000831 Steel Inorganic materials 0.000 description 20
- 239000010959 steel Substances 0.000 description 20
- 238000010276 construction Methods 0.000 description 10
- 239000011449 brick Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 210000004209 hair Anatomy 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model provides a combined template for wall building, which comprises a plurality of templates; through slots are arranged around the templates along the circumferential direction, and the templates are connected together by connecting pieces through the through slots, wherein the connecting pieces are arranged in a space formed by the adjacent through slots. The technical scheme well solves the problems of wall quality and attraction.
Description
Technical field
The utility model relates to template, relates more specifically to a kind of gang form that is used to build body of wall.
Background technology
The method of traditional construction body of wall exists following shortcoming: ubiquity spillage phenomenon in the process of concreting, and the surface of wall that forms is smooth inadequately, has influenced overall appearance; Have mortar joint on the body of wall that forms, this had both caused body of wall to produce deviation in vertical direction, and the while has also produced influence to the outward appearance of body of wall.Therefore, a kind of gang form that is used to build body of wall of demand solves the deficiency of above traditional handicraft.
The utility model content
For addressing the above problem, the utility model provides a kind of gang form that is used to build body of wall, comprise a plurality of templates, has groove along circumferential direction around the described template, a plurality of described templates use connector to link together by described groove, wherein, described connector is positioned at the space that adjacent described groove forms.
In technique scheme, preferably, described connector is flat-shaped thing.
In technique scheme, preferably, described flat-shaped thing is a band iron.
In technique scheme, preferably, the width of described groove is 2.0 millimeters, and the degree of depth is 12.0 millimeters, and described band iron is of a size of 20 * 2.0 millimeters.
In technique scheme, preferably, comprise that also one protrudes module, is positioned at facing on the concrete face of described gang form, to constitute groove on described body of wall.
In technique scheme, preferably, described protrusion module is a composite board.
In technique scheme, preferably, the shape of described protrusion module conforms to the shape of predetermined described groove.
In technique scheme, preferably, the processing mouth of described gang form scribbles epoxy resin.
In technique scheme, preferably, scribble release agent on the described gang form.
By technique scheme, solved the quality and the aesthetic problem of body of wall well.
Description of drawings
Fig. 1 is the schematic cross-section according to gang form of the present utility model;
Fig. 2 is the schematic diagram according to the gang form of an embodiment of the present utility model;
Fig. 3 is to use gang form according to an embodiment of the invention to build the construction process figure of enclosure wall;
Fig. 4 is a gang form piece master drawing according to an embodiment of the invention;
Fig. 5 is the fixing means of inner corner trim chamfering of gang form according to an embodiment of the invention and the schematic diagram of position; And
Fig. 6 is the schematic diagram of protrusion template construct of the method for construction enclosure wall according to an embodiment of the invention.
The specific embodiment
Describe in detail below with reference to the accompanying drawings according to embodiment of the present utility model.
Fig. 1 is the schematic cross-section according to gang form of the present utility model.
As shown in Figure 1, for addressing the above problem, the utility model provides a kind of gang form that is used to build body of wall, comprise a plurality of templates 102, has groove 104 along circumferential direction around the described template 102, a plurality of described templates 102 use connector 106 to link together by described groove 104, and wherein, described connector 106 is positioned at the space that adjacent described groove 104 forms.Make gang form smooth after connector 106 inserts, can prevent that the seam crossing of a plurality of templates 102 from producing the spillage phenomenon.
In technique scheme, described connector 106 is flat-shaped things.
In technique scheme, described flat-shaped thing is a band iron.
In technique scheme, the width of described groove 104 is 2.0 millimeters, and the degree of depth is 12.0 millimeters, and described band iron is of a size of 20 * 2.0 millimeters.
In technique scheme, comprise that also one protrudes module, is positioned at facing on the concrete face of described gang form, to constitute groove on described body of wall.Brick can embedding be built in groove, solves the problem that has mortar joint in the past, has guaranteed the quality of body of wall and attractive in appearance.
In technique scheme, described protrusion module is a composite board.
In technique scheme, the shape of described protrusion module conforms to the shape of predetermined described groove.
In technique scheme, the processing mouth of described gang form scribbles epoxy resin.
In technique scheme, scribble release agent on the described gang form.
Fig. 2 is the schematic diagram according to the gang form of an embodiment of the present utility model.
As shown in Figure 2, gang form comprises that one protrudes module 202, is positioned at facing on the concrete face of described gang form, to constitute groove on described body of wall.Brick can embedding be built in groove, solves the problem that has mortar joint in the past, has guaranteed the quality of body of wall and attractive in appearance.
In technique scheme, described protrusion module 202 is a composite board.
In technique scheme, the shape of described protrusion module 202 conforms to the shape of predetermined described groove.
Fig. 3 is to use gang form according to an embodiment of the invention to build the construction process figure of enclosure wall.In this embodiment, the enclosure wall with current conversion station is the method that example specifies the construction body of wall that uses gang form according to an embodiment of the invention.
As shown in Figure 3, gang form construction enclosure wall according to an embodiment of the invention can carry out according to following steps:
Step 302, the gang form design:
1, template splicing: it is wide that template horizontal joint splicing employing is opened one 2.0mm in template one side, dark 12mm groove, embedded 20 * 2.0mm band iron.The gang form inner corner trim adopts right angle handing-over piece, and interior nail R=25mm semicircle plastics lines carry out chamfering, and is fixing onboard with primary screw.
2, gang form reinforcing mode: gang form is reinforced and is adopted the 8# channel-section steel to do keel and back cord, and holes on channel-section steel, reinforces with Φ 12 split bolts.Gang form is fixed on the framed bent with steel pipe at the pillar top.Base is with the angle steel of two ∠ 75 * 5, and perforate on angle steel clamps with split bolt, to support gang form.It will be appreciated by those skilled in the art that and to use other firmwares (including but not limited to steel pipe, wooden a tree, used in making timber for boats etc.) to replace channel-section steel to reinforce herein.
3, protrusion template customized on the gang form of post and body of wall contact surface makes the pillar after the cast form a groove, so that the brick embedding is built in groove, makes that the seam between brick wall and the post is neat, and body of wall is attractive in appearance.
Step 304, the gang form processing and fabricating:
1, gang form is made become three kinds of specifications (480mm * 5300mm, 680mm * 5300mm, 780mm * 5300mm) are to satisfy the requirement of construction technology.After completing, gang form is numbered so that install and check and accept.
Strict when 2, gang form is made is the size full-page proof by stencil design figure.Should draw logical diagonal after the line, check catercorner length, guarantee four jiaos of Founders.
3, gang form and channel-section steel adopt bolt to be connected to reinforce, should mark " cross hairs " earlier and make the eyelet position, with electric drill drilling bore hole eye, use bolt again.
4, template should be cut along the line of ink marker with fixed type cutting machine, for guaranteeing the correct and straight of template cut lengths, and with mould Cutting Control route.
5, template splicing: as shown in Figure 4, Fig. 4 is a gang form piece master drawing according to an embodiment of the invention.It is wide that template horizontal joint splicing employing is opened one 2.0mm in template one side, dark 12mm groove, embedded 20 * 2.0mm band iron A, the slotting position of two boards must guarantee template assembly, it is smooth that band iron inserts the inboard B of back plate, prevents the edge joint position spillage, and it is inconsistent to reduce two template immersions of edge joint position distortion.
6, Fig. 5 is the fixing means of inner corner trim chamfering of gang form according to an embodiment of the invention and the schematic diagram of position.As shown in Figure 5, the gang form inner corner trim adopts right angle handing-over piece, and the semicircle plastics lines 502 of interior nail R=25mm carry out chamfering, fix onboard with primary screw 504.
7, Fig. 6 is the schematic diagram of protrusion template construct of the method for construction enclosure wall according to an embodiment of the invention.As shown in Figure 6, on the gang form of post and body of wall contact surface, make the protrusion template.For example, protruding template is made by 18mm composite board 602.
8, after gang form is made, on operating platform, try assembly unit, check the planeness and the diagonal of gang form, in time remove floating dust, the brushing release agent, preserve the numbering back.
Step 306, reinforced bar engineering.
Step 308, gang form is installed:
1, adopt loop wheel machine that prefabricated gang form is hung (∠ 75 * 5 angle steel) on the angle steel base, Φ 12 Screw arbor with nut at both-ends are passed preformed hole on the channel-section steel, use nut screwing clamping, top usefulness steel pipe is connected with scaffold.
2, gang form adjustment: verticality, the misalignment of axe of gang form are controlled in the scope of standard permission.
3, the installation of enclosing wall column top pre-embedded bolt: fixedly employing perforate on the 8# channel-section steel of pre-embedded bolt, pre-embedded bolt is fixed on the channel-section steel, the channel-section steel that fixes bolt is bolted on the channel-section steel of gang form keel with Φ 12 again.The reply bolt was protected before concrete was built after bolt installs.The capital pre-embedded bolt is taked perforate on anchor plate, welds angle steel on the anchor plate, angle steel is fixed by bolts on the angle steel of gang form.
Step 310, concrete project.
Step 312, the form removal finishing.
Step 314, circulation construction guarantees that overall structure finishes.
Step 316, build by laying bricks or stones:
The brick embedding is built in the post groove, has solved the appearance effects that masonry is produced owing to post verticality normal deviate, and the front sees that the past does not have mortar joint, post and masonry one integrated mass.
Gang form processing mouthful can brushwork epoxy resin, to strengthen the apparent fineness of concrete after the form removal, prevents that moisture content from entering gang form, damages gang form.
By above-mentioned description for embodiments of the invention, can understand, according to the method for construction enclosure wall of the present invention, can realize following technique effect:
1, template is processed according to the scheme size, and horizontal piece prevents spillage with 20 * 2 band steel inserted sheets, does chamfering with 25mm plastics lines, makes corner angle straight more attractive in appearance and not fragile;
2, on the template of post and body of wall contact surface, make the template of protruding, make the post after the cast form a groove, brick just can be built in the post groove in embedding like this, has solved owing to the appearance effects of post verticality normal deviate to the masonry generation, the front sees that the past does not have mortar joint, post and masonry one integrated mass.
By gang form provided by the invention, can solve the smooth inadequately problem of surface of wall of ubiquity spillage phenomenon in the process of concreting and formation, solved the quality and the aesthetic problem of body of wall well.
The above is a preferred embodiment of the present utility model only, is not limited to the utility model, and for a person skilled in the art, the utility model can have various changes and variation.All within spirit of the present utility model and principle, any modification of being done, be equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.
Claims (9)
1. a gang form that is used to build body of wall is characterized in that, comprises a plurality of templates, has groove along circumferential direction around the described template, a plurality of described templates use connector to link together by described groove, and wherein, described connector is positioned at the space that adjacent described groove forms.
2. gang form according to claim 1 is characterized in that, described connector is flat-shaped thing.
3. gang form according to claim 2 is characterized in that, described flat-shaped thing is a band iron.
4. gang form according to claim 3 is characterized in that, the width of described groove is 2.0 millimeters, and the degree of depth is 12.0 millimeters, and described band iron is of a size of 20 * 2.0 millimeters.
5. gang form according to claim 1 is characterized in that, comprises that also one protrudes module, is positioned on the concrete face of described gang form, to constitute groove on described body of wall.
6. gang form according to claim 5 is characterized in that, described protrusion module is a composite board.
7. according to claim 5 or 6 described gang forms, it is characterized in that the shape of described protrusion module conforms to the shape of described groove.
8. gang form according to claim 1 is characterized in that, the processing mouth of described gang form scribbles epoxy resin.
9. gang form according to claim 1 is characterized in that, scribbles release agent on the described gang form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201651365U CN201671323U (en) | 2010-04-16 | 2010-04-16 | Combined template for wall building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201651365U CN201671323U (en) | 2010-04-16 | 2010-04-16 | Combined template for wall building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201671323U true CN201671323U (en) | 2010-12-15 |
Family
ID=43328735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201651365U Expired - Fee Related CN201671323U (en) | 2010-04-16 | 2010-04-16 | Combined template for wall building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201671323U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116082A (en) * | 2010-12-21 | 2011-07-06 | 吴方伯 | Moulding board for building purposes |
| CN102121308A (en) * | 2010-12-20 | 2011-07-13 | 吴方伯 | Template for buildings |
| CN105863369A (en) * | 2016-04-29 | 2016-08-17 | 王永志 | Retaining wall device for construction of garden |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
| CN111379339A (en) * | 2018-12-28 | 2020-07-07 | 北京北鹏新型建材有限公司 | Module for house building and assembly comprising same |
-
2010
- 2010-04-16 CN CN2010201651365U patent/CN201671323U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121308A (en) * | 2010-12-20 | 2011-07-13 | 吴方伯 | Template for buildings |
| CN102116082A (en) * | 2010-12-21 | 2011-07-06 | 吴方伯 | Moulding board for building purposes |
| CN102116082B (en) * | 2010-12-21 | 2012-07-04 | 吴方伯 | Moulding board for building purposes |
| CN105863369A (en) * | 2016-04-29 | 2016-08-17 | 王永志 | Retaining wall device for construction of garden |
| CN111379339A (en) * | 2018-12-28 | 2020-07-07 | 北京北鹏新型建材有限公司 | Module for house building and assembly comprising same |
| CN110685371A (en) * | 2019-09-11 | 2020-01-14 | 江阴天孚新型墙体材料有限公司 | Rapid hoisting construction process for prefabricated composite wallboard |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101215 Termination date: 20130416 |