CN113263600A - Prefabricated formula side fascia of assembly type structure - Google Patents
Prefabricated formula side fascia of assembly type structure Download PDFInfo
- Publication number
- CN113263600A CN113263600A CN202110202961.0A CN202110202961A CN113263600A CN 113263600 A CN113263600 A CN 113263600A CN 202110202961 A CN202110202961 A CN 202110202961A CN 113263600 A CN113263600 A CN 113263600A
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- Prior art keywords
- filling
- template main
- main body
- template
- main part
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- 210000003195 fascia Anatomy 0.000 title description 3
- 238000009415 formwork Methods 0.000 claims description 17
- 238000009434 installation Methods 0.000 abstract description 14
- 238000010008 shearing Methods 0.000 abstract description 5
- 239000004566 building material Substances 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000004580 weight loss Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 14
- 239000000945 filler Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
- B28B7/263—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other for making plates, panels or similar sheet- or disc-shaped objects
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the technical field of building materials, and discloses an assembly type prefabricated external wall template for a building, which comprises a template main body I and a template main body II, wherein a filling groove I is formed in the front of the template main body I, filling pipes I are formed on two sides of the bottom of the filling groove I, the filling pipes I penetrate through two sides of the bottom of the filling groove I of the template main body I, and filling pipes II are formed at the bottoms of the filling groove I and the filling groove II. Make I holistic weight loss of template main part, conveniently transport, and can reduce the use amount of concrete when pouring, the manufacturing cost who reduces, on the other hand, can inspect whether installation between template main part I and the template main part II is in a plane through laser irradiation after splicing template main part I and template main part II, the accuracy of installation has been improved, after the installation is accomplished, through pouring the operation in I and the filling groove II to the filling tube, can improve the bulk strength, reduce the destruction of shearing force to the device.
Description
Technical Field
The invention relates to the technical field of building materials, in particular to an assembly type prefabricated external wall template for a building.
Background
Prefabricated formula outer wall template of assembly type structure is a very common building material, directly pours the template through the concrete and can the shaping, adopts the mould of difference can pour into the template of different appearances, and direct hoist and mount forms the surface during installation to through the fixed action of concatenation and mounting between the template, can make the wall shaping in shorter time, compare very short than the required time of traditional building mode, greatly improved the building efficiency.
The bearing capacity of the prefabricated external wall template of the existing fabricated building is very excellent, but the performance in the face of transverse shearing force is very poor, cracks are easy to appear on the surface of the prefabricated external wall template, and the connection effect between the prefabricated external wall templates of the fabricated building can not be compared with that of the traditional brick wall, so that the prefabricated external wall template of the existing fabricated building can only be used in a bottom building or a self-built house in the rural area, and the application range of the prefabricated external wall template of the existing fabricated building is reduced.
Disclosure of Invention
Aiming at the defects of the existing prefabricated external wall template of the assembly type building in the background technology in the using process, the invention provides the prefabricated external wall template of the assembly type building, which has the advantage of better coping with shearing force and solves the problems in the background technology.
The invention provides the following technical scheme: the utility model provides a prefabricated formula of assembly type structure side fascia, includes template main part I and template main part II, filling groove I has been seted up in front of template main part I, filling tube I has been seted up to the both sides of I bottoms in filling groove, filling tube I runs through template main part I.
Preferably, a filling groove II is formed in one side of the template main body I, filling pipes II are formed in the bottom of the filling groove II, the number of the filling pipes II is five, the filling pipes are distributed at the bottom of the filling groove II in an array mode, and the filling groove II penetrates through the template main body I.
Preferably, the top of the template main body I is provided with a pipe connecting hole which penetrates through the template main body I
Preferably, the structure of the template main body I is completely the same as that of the template main body II.
Preferably, the connecting pipe hole is positioned at the intersection of the filling pipe II and the filling pipe I.
Preferably, the filling pipe II and the filling pipe I are in the same plane and have the same aperture, and the filling pipe II and the filling pipe I are perpendicular to each other.
Preferably, the filling groove I can form a closed inner cavity after the template main body I is aligned with the template main body II.
The invention has the following beneficial effects:
1. according to the invention, the filling pipe I is arranged on two sides of the bottom of the filling groove I, and the filling pipe II is arranged at the bottom of the filling groove II, so that the whole weight of the template main body I is reduced, the transportation is convenient, the using amount of concrete can be reduced during pouring, the production cost is reduced, on the other hand, after the template main body I and the template main body II are spliced, whether the installation between the template main body I and the template main body II is in one plane can be checked through laser irradiation, the installation accuracy is improved, after the installation is finished, the pouring operation is carried out in the filling pipe I and the filling groove II, the whole strength can be improved, and the damage of the shearing force to the device is reduced.
2. According to the invention, the filling groove I can form a closed inner cavity after the template main body I and the template main body II are aligned, when filling is carried out, the filling material can enter the filling groove I and be solidified, and when the template main body I and the template main body II are installed at the top of a building, the filling material in the filling groove I can provide supporting force for the device, so that the overall strength is further improved, and serious safety accidents caused by falling of the device are prevented.
3. According to the invention, the top of the template main body I is provided with the connecting pipe hole which penetrates through the template main body I, the connecting pipe hole is positioned at the intersection of the filling pipe II and the filling pipe I, when whether the template main body I and the template main body II are installed in a plane or not is checked, laser can clearly observe whether the optical path is positioned at the same position or not from the connecting pipe hole through the filling pipe I and the filling pipe II, so that whether the installation position between the template main body I and the template main body II is qualified or not can be known, on the other hand, when filling materials are injected into the filling pipe I and the filling pipe II, the filling position of the filling materials can be observed from the connecting pipe hole, so that the filling of the interiors of each filling pipe I and each filling pipe II can be ensured, meanwhile, the air in the filling pipes I and II can be discharged, and the reduction of the overall strength caused by the generation of an air chamber in the filling, when the filling pipe I or the filling pipe II at some positions is not filled with the filler, the filling can be carried out from the nearest pipe connecting hole, so that the phenomenon that the filling pipe I and the filling pipe II have cavities which are not filled with the filler and the whole strength is reduced is avoided.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic cross-sectional view of the structure of the present invention;
FIG. 3 is a schematic sectional top view of the structure of the present invention.
In the figure: 1. a template main body I; 2. a template main body II; 3. filling the groove I; 4. a filling pipe I; 5. filling the groove II; 6. a filling pipe II; 7. connecting the pipe holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, an assembly type prefabricated external wall formwork for a building comprises a formwork main body I1 and a formwork main body II 2, wherein the formwork main body I1 and the formwork main body II 2 have the same structure, a filling groove I3 is formed in the front of the formwork main body I1, filling pipes I4 are formed on two sides of the bottom of the filling groove I3, the filling pipes I4 penetrate through the formwork main body I1, a filling groove II 5 is formed in one side of the formwork main body I1, after the formwork main body I1 and the formwork main body II 2 are spliced, whether the installation between the formwork main body I1 and the formwork main body II 2 is in the same plane or not can be checked through laser irradiation, the installation accuracy is improved, after the installation is finished, the overall strength can be improved through pouring operation in the filling pipes I4 and the filling groove II 5, the damage of the shearing force to the prefabricated external wall formwork can be reduced, the filling pipes II 6 are formed at the bottom of the filling groove II 5, the overall weight of the template main body I1 is reduced, the transportation is convenient, the use amount of concrete can be reduced during pouring, the production cost is reduced, the number of the filling pipes II 6 is five, the filling pipes II 5 are distributed at the bottom of the filling groove II 5 in an array mode, the filling groove II 5 penetrates through the template main body I1, the filling pipes II and the filling pipes I are in the same plane, the aperture is the same, the filling pipes II and the filling pipes I are perpendicular to each other, the top of the template main body I1 is provided with the connecting pipe holes 7 and penetrates through the template main body I1, the connecting pipe holes 7 are located at the intersection of the filling pipes II 6 and the filling pipes I4, when whether the template main body I1 and the template main body II 2 are installed in the same plane or not is checked, laser can clearly observe whether the light path is located at the same position or not from the connecting pipe holes 7 through the filling pipes I4 and the filling pipes II 6, and can know whether the installation position between the template main body I1 and the template main body II 2 is qualified or not, on the other hand, when the filling materials are injected into the filling pipes I4 and II 6, the filling positions of the filling materials can be observed from the connecting pipe holes 7, the filling can be ensured to be carried out inside each of the filling pipes I4 and II 6, meanwhile, the air inside the filling pipes I4 and II 6 can be discharged, the phenomenon that the overall strength of the filling materials is reduced due to air chambers generated in the filling materials is avoided, in addition, when the filling pipes I4 or II 6 at some positions are not filled with the filling materials, the filling can be carried out from the connecting pipe holes 7 at the nearest position, the phenomenon that cavities which are not filled with the filling materials are generated in the filling pipes I4 and II 6, the overall strength is reduced, the filling grooves I3 can form a closed inner cavity after the template main body I1 and the template main body II 2 are aligned, when the filling materials are filled, the filling materials can enter the filling grooves I3 and solidify, when template main part I1 and template main part II 2 were installed at the top of building, the filler in the filler groove I3 can provide the holding power for the device, further improves overall strength, prevents that it from taking place to drop and leading to serious incident to take place.
The using method of the invention is as follows:
when installing, install template main part I1 to preset position and guarantee that filler pipe II 6 is vertical upwards through the hoist and mount, guarantee outline and template main part I1 to it when installing template main part II 2 and install at template main part I1 top, use the laser instrument to shine downwards from the top of filler pipe II 6 in template main part II 2 simultaneously, whether the light path of observing in filler pipe II 6 is located central point in the connecting pipe hole 7 of template main part I1 is located simultaneously, if deviate out that central point represents that the mounted position of template main part II 2 is unqualified and need carry out the location installation again to template main part II 2, when template main part II 2 installs in template main part I1 side, whether the mounted position of template main part II 2 is qualified through filler pipe I4 verification again.
After the installation is completed, the filling material is injected through one end of the filling tube I4 and one end of the filling tube II 6, and whether the filling material passes through the connecting tube hole 7 or not is observed, when the filling tube passing through the position is filled, the filling can be carried out from the nearest connecting tube hole 7 when the unfilled filling tube I4 or the unfilled filling tube II 6 appears.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a prefabricated formula outer wall template of assembly type structure, includes template main part I (1) and template main part II (2), its characterized in that: filling groove I (3) have been seted up in the front of template main part I (1), filling pipe I (4) have been seted up to the both sides of filling groove I (3) bottom, filling pipe I (4) run through template main part I (1).
2. The prefabricated external wall formwork for the fabricated building as claimed in claim 1, wherein: filling groove II (5) have been seted up to one side of template main part I (1), filling pipe II (6) have been seted up to the bottom in filling groove II (5), the quantity of filling pipe II (6) is five and the array distributes in the bottom of filling groove II (5), filling groove II (5) run through template main part I (1).
3. The prefabricated external wall formwork for the fabricated building as claimed in claim 2, wherein: the top of template main part I (1) is seted up and is connected pipe hole (7) and run through template main part I (1).
4. The prefabricated external wall formwork for the fabricated building as claimed in claim 1, wherein: the structure of the template main body I (1) is completely the same as that of the template main body II (2).
5. The prefabricated external wall template of an assembly type building as claimed in claim 3, wherein: the connecting pipe hole (7) is positioned at the intersection of the filling pipe II (6) and the filling pipe I (4).
6. The prefabricated external wall template of an assembly type building as claimed in claim 5, wherein: the filling pipe II (6) and the filling pipe I (4) are in the same plane and have the same aperture, and the filling pipe II (6) and the filling pipe I (4) are vertical to each other.
7. The prefabricated external wall formwork for the fabricated building as claimed in claim 1, wherein: and the filling groove I (3) can form a closed inner cavity after the template main body I (1) is aligned with the template main body II (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202110202961.0A CN113263600A (en) | 2021-02-23 | 2021-02-23 | Prefabricated formula side fascia of assembly type structure |
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CN202110202961.0A CN113263600A (en) | 2021-02-23 | 2021-02-23 | Prefabricated formula side fascia of assembly type structure |
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CN113263600A true CN113263600A (en) | 2021-08-17 |
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CN202110202961.0A Pending CN113263600A (en) | 2021-02-23 | 2021-02-23 | Prefabricated formula side fascia of assembly type structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114319655A (en) * | 2022-01-26 | 2022-04-12 | 嵊州一元环保技术有限公司 | Interior template wall system |
Citations (8)
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CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
CN201991113U (en) * | 2010-11-26 | 2011-09-28 | 清华大学建筑设计研究院 | Composite heat-preserving wall body adopting dismantling-free prefabricated reinforced-concrete cross-hole template |
CN202298989U (en) * | 2011-08-25 | 2012-07-04 | 胡明生 | Poured lattice self-heat-insulating wall formwork |
CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
CN203160453U (en) * | 2013-03-25 | 2013-08-28 | 湖州职业技术学院 | Building wall body structure |
CN204898879U (en) * | 2015-03-04 | 2015-12-23 | 清华大学建筑设计研究院有限公司 | Shear wall structure building based on take prefabricated lightweight aggregate concrete filling big -wall board assembly of recess |
CN205617604U (en) * | 2016-05-08 | 2016-10-05 | 辽宁水利职业学院 | Energy -conserving wall body of lattice formula recycled concrete |
CN207144232U (en) * | 2017-08-29 | 2018-03-27 | 王乐 | The Light trabses of assembled architecture |
-
2021
- 2021-02-23 CN CN202110202961.0A patent/CN113263600A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
CN201991113U (en) * | 2010-11-26 | 2011-09-28 | 清华大学建筑设计研究院 | Composite heat-preserving wall body adopting dismantling-free prefabricated reinforced-concrete cross-hole template |
CN202298989U (en) * | 2011-08-25 | 2012-07-04 | 胡明生 | Poured lattice self-heat-insulating wall formwork |
CN103074955A (en) * | 2013-01-15 | 2013-05-01 | 北京珠穆朗玛新型建材有限公司 | Prefabricated concrete template, prefabricated building comprising same and construction method of template |
CN203160453U (en) * | 2013-03-25 | 2013-08-28 | 湖州职业技术学院 | Building wall body structure |
CN204898879U (en) * | 2015-03-04 | 2015-12-23 | 清华大学建筑设计研究院有限公司 | Shear wall structure building based on take prefabricated lightweight aggregate concrete filling big -wall board assembly of recess |
CN205617604U (en) * | 2016-05-08 | 2016-10-05 | 辽宁水利职业学院 | Energy -conserving wall body of lattice formula recycled concrete |
CN207144232U (en) * | 2017-08-29 | 2018-03-27 | 王乐 | The Light trabses of assembled architecture |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN114319655A (en) * | 2022-01-26 | 2022-04-12 | 嵊州一元环保技术有限公司 | Interior template wall system |
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Application publication date: 20210817 |
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