CN114319839A - Basement template building method - Google Patents
Basement template building method Download PDFInfo
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- CN114319839A CN114319839A CN202210120111.0A CN202210120111A CN114319839A CN 114319839 A CN114319839 A CN 114319839A CN 202210120111 A CN202210120111 A CN 202210120111A CN 114319839 A CN114319839 A CN 114319839A
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- aluminum
- templates
- basement
- supporting
- pull
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Links
- 238000000034 method Methods 0.000 title claims abstract description 25
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 121
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 121
- 238000009415 formwork Methods 0.000 claims abstract description 70
- 239000002023 wood Substances 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000000926 separation method Methods 0.000 claims 1
- 239000004411 aluminium Substances 0.000 abstract description 15
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 14
- 238000005266 casting Methods 0.000 description 8
- 239000004568 cement Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000007306 turnover Effects 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application provides a basement template building method, and aims to improve the efficiency and the quality of basement building. The basement template building method comprises the following steps: providing a certain number of aluminum templates; providing a number of first support rods 20; providing a number of pull tabs; providing a number of wood formwork panels; divide into a plurality of regions with the basement, and every region corresponds the quantity that needs the aluminium template, first bracing piece, pulling-on piece and the plank sheathing that drops into and is not more than the quantity that provides for aluminium template, first bracing piece, pulling-on piece and the plank sheathing of certain quantity can realize stable week and revolve, improve the use frequency of each part, promoted when reduce cost and pour efficiency.
Description
Technical Field
The application relates to the field of buildings, in particular to a basement template building method.
Background
At present, most aluminum templates with high reusability are used for cement pouring in building production. However, in the design of the basement formwork, because of the special structure, wood formworks are mostly used. Because the structure of each basement has the particularity, if use the aluminium template and often need the customization, but the aluminium template of customization can not realize generally, leads to the cost too high. But the wood template is used repeatedly for a few times, and can only be used repeatedly for 3-5 times, and the problems of long pouring period, low efficiency and low quality of ceilings and wall surfaces of basements caused by poor concrete forming quality and more generated building wastes exist.
Disclosure of Invention
In view of the above, there is a need to provide a basement formwork building method capable of building a basement by using a large amount of aluminum formworks and reducing wood formworks, so as to improve the building efficiency and quality of the basement.
The basement formwork building method comprises the steps of providing a certain number of aluminum formworks, wherein the pouring surface of each aluminum formwork is a complete plate surface, a plurality of pull sheet grooves are formed in the side walls of two long edges of each aluminum formwork, the pull sheet grooves in the two side walls are arranged in a staggered mode along the length direction, the pull sheet grooves between two adjacent horizontally spliced aluminum formworks are arranged in a staggered mode, and the pull sheet grooves between two adjacent vertically spliced aluminum formworks are correspondingly communicated; providing a certain number of first supporting rods, wherein the first supporting rods are used for supporting horizontally arranged aluminum formworks to pour a ceiling and are also used for supporting vertically arranged aluminum formworks to pour a wall; providing a certain number of pull pieces, wherein two ends of each pull piece are respectively arranged in pull piece grooves communicated between two adjacent aluminum templates which are oppositely and vertically arranged, and the pull pieces are used for connecting the aluminum templates to pour the wall; providing a certain number of wood templates, wherein the wood templates are used for filling gaps among partial aluminum templates, and the pouring area of all the wood templates is not more than 5% of that of all the aluminum templates; and dividing the basement into a plurality of areas, wherein the number of the aluminum templates, the first supporting rods, the pull sheets and the wood templates which need to be put into each area correspondingly does not exceed the number of the aluminum templates, the first supporting rods, the pull sheets and the wood templates.
According to the basement template building method, the aluminum template of the pull piece system and the pull piece grooves with staggered two sides are used, the aluminum template does not need to be blocked when a ceiling is poured, the pull pieces can be contained when a wall body is poured, the universality of the aluminum template and the pouring purpose through a large number of aluminum templates are realized, the pouring quality is further improved, the general first supporting rods and the wood templates with the area being 5% lower than the total area are used, the areas of the regions with the areas being close to each other are divided, the turnover rate is improved, the frequency of use of each part is improved, the pouring efficiency is further improved, and the generation of construction waste is reduced.
In some embodiments, a number of second support bars are provided for supporting the vertically arranged aluminum formwork for casting the cylindrical surface, the height at which the second support bars support the aluminum formwork is lower than the height at which the first support bars support the aluminum formwork, and the inclination of the second support bars is less than the inclination of the first support bars.
In some embodiments, after one area is poured, the aluminum formworks, the wooden formworks, the pull pieces and the first supporting rods for supporting the vertically arranged aluminum formworks are firstly removed to the next area, and the first supporting rods for supporting the horizontally arranged aluminum formworks are reserved until the strength of the ceiling reaches an allowable value, and then the aluminum formworks are removed to the next area.
In some embodiments, the first support rod comprises a fixed length rod and a telescopic rod, the length of the fixed length rod is a fixed value, and the length of the telescopic rod is adjustable.
In some embodiments, when the column body is poured, the pull tab grooves on two adjacent vertical surfaces are staggered in the height direction, so that the pull tabs are staggered in the height direction.
In some embodiments, in the aluminum formworks for pouring the column, a position between two adjacent aluminum formworks is supported by a first support rod, two adjacent aluminum formworks at right angles are respectively supported by a second support rod at right-angle sides, and the second support rod is perpendicular to the plate surface of the corresponding aluminum formwork.
In some embodiments, when the column is poured, two adjacent vertical surfaces of the column are formed by splicing two aluminum templates, and the pull tab between the aluminum templates and the projection of the corresponding first support rod to the ground are positioned on the same straight line.
In some embodiments, the pull tab has a connecting portion and a water stop portion disposed perpendicular to the connecting portion for blocking the waterway.
In some embodiments, the range of perpendicularity and flatness between the aluminum and wood forms is less than or equal to 4 mm.
In some embodiments, the depth of each tab slot is less than or equal to 2 millimeters.
Drawings
FIG. 1 is a side view of an aluminum stencil and pull tab in accordance with an embodiment of the present application.
Fig. 2 is a perspective view of a first support rod and an aluminum mold plate according to an embodiment of the present application.
Fig. 3 is a top view of a first support bar, a second support bar and an aluminum mold plate forming a column according to an embodiment of the present disclosure.
Fig. 4 is a side view of the first support bar, the second support bar and the aluminum mold plate forming a column according to an embodiment of the present disclosure.
FIG. 5 is a perspective view of a pull tab in an embodiment of the present application.
Fig. 6 is a plan view of a basement divided into multiple zones according to an embodiment of the present application.
Fig. 7 is a sectional view of a wooden mold plate and an aluminum mold plate according to an embodiment of the present application.
Description of the main elements
Aluminum shuttering 10
Pull tab 30
Connecting part 31
Water stop part 32
Detailed Description
The technical solutions of the present application will be described below with reference to the accompanying drawings in the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present application, but not all embodiments.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. When an element is referred to as being "disposed on" another element, it can be directly on the other element or intervening elements may also be present. The terms "vertical", "horizontal", "left", "right" and the like are used herein for illustrative purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein in the description of the present application is for the purpose of describing particular embodiments only and is not intended to be limiting of the application. As used herein, the term "or/and" includes any and all combinations of one or more of the associated listed items.
The basement formwork building method comprises the steps of providing a certain number of aluminum formworks, wherein the pouring surface of each aluminum formwork is a complete plate surface, a plurality of pull sheet grooves are formed in the side walls of two long edges of each aluminum formwork, the pull sheet grooves in the two side walls are arranged in a staggered mode along the length direction, the pull sheet grooves between two adjacent horizontally spliced aluminum formworks are arranged in a staggered mode, and the pull sheet grooves between two adjacent vertically spliced aluminum formworks are correspondingly communicated; providing a certain number of first supporting rods, wherein the first supporting rods are used for supporting horizontally arranged aluminum formworks to pour a ceiling and are also used for supporting vertically arranged aluminum formworks to pour a wall; providing a certain number of pull pieces, wherein two ends of each pull piece are respectively arranged in pull piece grooves communicated between two adjacent aluminum templates which are oppositely and vertically arranged, and the pull pieces are used for connecting the aluminum templates to pour the wall; providing a certain number of wood templates, wherein the wood templates are used for filling gaps among partial aluminum templates, and the pouring area of all the wood templates is not more than 5% of that of all the aluminum templates; and dividing the basement into a plurality of areas, wherein the number of the aluminum templates, the first supporting rods, the pull sheets and the wood templates which need to be put into each area correspondingly does not exceed the number of the aluminum templates, the first supporting rods, the pull sheets and the wood templates.
According to the basement template building method, the aluminum template of the pull piece system and the pull piece grooves with staggered two sides are used, the aluminum template does not need to be blocked when a ceiling is poured, the pull pieces can be contained when a wall body is poured, the universality of the aluminum template and the pouring purpose through a large number of aluminum templates are realized, the pouring quality is further improved, the general first supporting rods and the wood templates with the area being 5% lower than the total area are used, the areas of the regions with the areas being close to each other are divided, the turnover rate is improved, the frequency of use of each part is improved, the pouring efficiency is further improved, and the generation of construction waste is reduced.
Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. In the following embodiments, features of the embodiments may be combined with each other without conflict.
Referring to fig. 1 to 7, an embodiment of the present application provides a basement formwork erection method, which aims to improve basement erection efficiency and quality. The basement template building method comprises the following steps:
providing a number of aluminum forms 10; providing a number of first support rods 20; providing a number of pull tabs 30; providing a number of wooden forms 40; divide into a plurality of regions 50 with the basement, and every region 50 corresponds the aluminium template 10 that need drop into, first bracing piece 20, pulling-on piece 30 and the quantity of plank sheathing 40 and is no longer than the quantity that provides for aluminium template 10, first bracing piece 20, pulling-on piece 30 and plank sheathing 40 of a certain amount can realize stable week and revolve, improve the frequency of use of each part, promoted when reduce cost and pour efficiency.
Wherein, the face of pouring of every aluminium template 10 is complete face, pours the face promptly and does not have the screw structure for aluminium template 10 need not through inserting the screw rod with fixed position, does not have the screw structure simultaneously and makes aluminium template 10 when pouring any position (during ceiling or wall body), need not to consider to add stifled screw in order to avoid leaking thick liquid, and then has promoted aluminium template 10's commonality. In addition, as shown in fig. 1, a plurality of tab slots 12 are provided on the side walls 11 at the two long sides of each aluminum mold plate 10, and the tab slots 12 on the two side walls 11 are relatively staggered in the length direction, that is, the tab slots 12 on the two side walls 11 do not correspond in the width direction. By way of illustrative example, each tab slot 12 has a depth of less than or equal to 2 mm and is capable of receiving a tab having a thickness of 4mm when connected.
When the aluminum formworks 10 are horizontally spliced to pour a ceiling, as shown in fig. 2, two side walls 11 of pull sheet grooves 12 which are arranged in a staggered mode are selected to be spliced together between every two adjacent aluminum formworks 10, so that the pull sheet grooves 12 cannot be communicated with each other, and further, a leak between every two adjacent aluminum formworks 10 is minimized, and the operation of adding blocks is omitted because the area of each pull sheet groove 12 is very small; and when the vertical concatenation of aluminum mould board 10 was in order to pour the wall body, two lateral walls 11 of the lacing film groove 12 of selecting to set up corresponding each other between two adjacent aluminum mould boards 10 splice together for two relative lacing film grooves 12 communicate each other in order to accomodate the pulling-on piece, and then realize the general purpose in each department of aluminum mould board 10.
As shown in fig. 2, the first support bar 20 may be used to support both the horizontally arranged aluminum form 10 for casting a ceiling and the vertically arranged aluminum form 10 for casting a wall, so as to achieve the versatility of the first support bar 20.
In some embodiments, the first support rod 20 includes a fixed length rod and a telescopic rod (not shown), the length of the fixed length rod is a fixed value, and the length of the telescopic rod is adjustable, so as to improve the adaptability of the first support rod 20 to the structural change of the section.
As shown in fig. 3 and 4, in some embodiments, the basement template building method further includes: a number of second support bars 60 are provided for supporting the vertically arranged aluminum formwork 10 to cast a wall. Wherein, the height of the second support bar 60 supporting the aluminum mould plate 10 is lower than the height of the first support bar 20 supporting the aluminum mould plate 10, and the inclination of the second support bar 60 is less than the inclination of the first support bar 20.
In some embodiments, the basement template building method further comprises: when the column is poured, the pull-tab grooves 12 of the aluminum templates 10 on the two adjacent vertical surfaces are staggered along the height direction, so that the pull-tabs 30 are staggered along the height direction, and the mutual interference of the pull-tabs 30 in the two perpendicular directions is avoided.
In some embodiments, in the aluminum forms 10 for casting a column or a wall, a position between two adjacent aluminum forms 10 is supported by a first support rod 20, two adjacent aluminum forms 10 at right angles are respectively supported by a second support rod 60 at right-angled sides, and the second support rod 60 is perpendicular to the corresponding plate surface of the aluminum form 10, so as to improve the stability of the aluminum forms 10 and ensure the parallelism and perpendicularity between the aluminum forms 10. As an illustrative example, the range of perpendicularity and flatness between the aluminum formwork 10 and the wood formwork 40 is less than or equal to 4 mm.
Further, when pouring the cylinder, two adjacent perpendicular faces of cylinder are formed by two aluminium mould boards 10 concatenation, and the pulling-on piece 30 between the aluminium mould boards 10 lies in same straight line with the projection that corresponds first bracing piece 20 subaerial for the cylinder structure that the concatenation of aluminium mould boards 10 formed relies on a cruciform structure to fix, with the stability of further promotion aluminium mould board 10, guarantees the depth of parallelism and the straightness that hangs down between the aluminium mould board 10.
Two ends of the pulling-on piece 30 are respectively arranged in the pulling-on piece grooves 12 communicated between two adjacent aluminum formworks 10 which are arranged oppositely and vertically, and the pulling-on piece is used for fixing the positions of the aluminum formworks 10 to pour a wall body.
As shown in fig. 5, in some embodiments, each pull tab 30 has a connecting portion 31 and a water stop portion 32, the water stop portion 32 is perpendicular to the middle position of the connecting portion 31, the connecting portion 31 is used for connecting the aluminum formwork 10, and the water stop portion 32 is used for blocking a water path, so that the pull tab 30 can solve the problem of infiltration of the pressurized water outside the basement.
As shown in fig. 7, the wooden mold plates 40 are used for filling gaps between some of the aluminum mold plates 10, and the casting area of all the wooden mold plates 40 is not more than 5% of the casting area of all the aluminum mold plates 10, so that the casting of the aluminum mold plates 10 is maximized, and the casting quality is further improved.
As shown in fig. 6, during construction, after one area 50 is poured, the aluminum form 10, the wood form 40, the pulling piece 30, and the first supporting rod 20 to the next area 50 for supporting the vertically arranged aluminum form 10 are removed, only the first supporting rod 20 for supporting the horizontally arranged aluminum form 10 is reserved until the strength of the ceiling reaches an allowable value, and then the first supporting rod 20 to the next area 50 are removed (after cement is solidified to a certain extent but is not completely solidified, all the aluminum forms 10 do not need to be reserved for supporting cement, only the first supporting rod 20 needs to be reserved to continue to support the cement until the cement is completely solidified, and all the other aluminum forms 10 can be removed in a turnover manner), so that the turnover rate is increased, and the pouring efficiency is increased. The turnaround mode may be turnaround between different regions 50 in the same layer, or turnaround between different regions 50 in different layers.
In summary, according to the basement formwork building method, the aluminum formwork 10 of the pull piece system and the pull piece grooves 12 with staggered two sides are used, so that the aluminum formwork 10 does not need to be blocked when a ceiling is poured, the pull pieces 30 can be contained when a wall is poured, the universality of the aluminum formwork 10 and the pouring purpose through a large number of aluminum formworks 10 are achieved, the pouring quality is improved, and then the frequency of use of each part is improved through the universal first supporting rods 20, the wood formworks 40 with the area being 5% lower than the total area and the division of each area 50 with the similar area, so that the frequency of use of each part is improved, the pouring efficiency is improved, and the generation of construction waste is reduced.
In addition, those skilled in the art should recognize that the foregoing embodiments are illustrative only, and not limiting, and that appropriate changes and modifications to the foregoing embodiments may be made within the spirit and scope of the present disclosure.
Claims (10)
1. A basement template building method is characterized by comprising the following steps:
providing a certain number of aluminum formworks, wherein the pouring surface of each aluminum formwork is a complete plate surface, a plurality of pull sheet grooves are arranged on the side walls of two long edges of each aluminum formwork, the pull sheet grooves on the two side walls are arranged in a staggered manner along the length direction, the pull sheet grooves between two adjacent horizontally spliced aluminum formworks are arranged in a staggered manner, and the pull sheet grooves between two adjacent vertically spliced aluminum formworks are correspondingly communicated;
providing a certain number of first supporting rods, wherein the first supporting rods are used for supporting the horizontally arranged aluminum formworks to pour a ceiling and are also used for supporting the vertically arranged aluminum formworks to pour a wall;
providing a certain number of pull pieces, wherein two ends of each pull piece are respectively arranged in the pull piece grooves communicated between two adjacent aluminum templates which are arranged oppositely and vertically, and the pull pieces are used for connecting the aluminum templates to pour a wall body;
providing a certain number of wood templates, wherein the wood templates are used for filling gaps among partial aluminum templates, and the pouring area of all the wood templates is not more than 5% of that of all the aluminum templates; and
the basement is divided into a plurality of areas, and the number of the aluminum templates, the first supporting rods, the pull tabs and the wood templates which need to be put into each area does not exceed the number of the aluminum templates, the first supporting rods, the pull tabs and the wood templates.
2. The basement formwork erection method of claim 1, wherein: providing a certain number of second support rods for supporting the vertically arranged aluminum formwork to pour the cylindrical surface, wherein the height of the second support rods for supporting the aluminum formwork is lower than the height of the first support rods for supporting the aluminum formwork, and the inclination of the second support rods is smaller than that of the first support rods.
3. The basement formwork erection method of claim 1, wherein: after one area is poured, the aluminum template, the wood template, the pulling piece and the first supporting rod for supporting the vertically arranged aluminum template are firstly removed to the next area, and the first supporting rod for supporting the horizontally arranged aluminum template is reserved until the strength of the ceiling reaches an allowable value, and then the aluminum template is removed to the next area.
4. The basement formwork erection method of claim 1, wherein: the first supporting rod comprises a fixed length rod and a telescopic rod, the length of the fixed length rod is a fixed value, and the length of the telescopic rod is adjustable.
5. The basement formwork erection method of claim 2, wherein: when the column is poured, the pull sheet grooves in the two adjacent vertical surfaces are arranged in a staggered mode in the height direction, so that the pull sheets are staggered in the height direction.
6. The basement formwork erection method of claim 5, wherein: in the aluminum templates for pouring the column, the position between two adjacent aluminum templates is supported by one first supporting rod, two adjacent aluminum templates which are right angles are respectively supported by one second supporting rod on the right-angle side, and the second supporting rod is perpendicular to the corresponding plate surface of the aluminum template.
7. The basement formwork erection method of claim 6, wherein: when the column is poured, two adjacent vertical surfaces of the column are formed by splicing two aluminum templates, and the pull piece between the aluminum templates and the projection of the corresponding first support rod towards the ground are positioned on the same straight line.
8. The basement formwork erection method of claim 1, wherein: the pulling-on piece has connecting portion and stagnant water portion, stagnant water portion perpendicular to the connecting portion setting is used for the separation water route.
9. The basement formwork erection method of claim 1, wherein: the verticality and the planeness range between the aluminum template and the wood template are less than or equal to 4 mm.
10. The basement formwork erection method of claim 1, wherein: the depth of each tab slot is less than or equal to 2 millimeters.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210120111.0A CN114319839B (en) | 2022-02-07 | 2022-02-07 | Basement template building method |
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| CN202210120111.0A CN114319839B (en) | 2022-02-07 | 2022-02-07 | Basement template building method |
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| CN114319839B CN114319839B (en) | 2023-11-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104291A (en) * | 2022-07-04 | 2023-05-12 | 山东华建铝业集团有限公司 | Aluminum mould matching structure for ground warehouse civil air defense |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203066474U (en) * | 2013-01-28 | 2013-07-17 | 广东台澳特种铝材有限公司 | Disposable wallboard pulling piece for building aluminum formwork |
| CN104420644A (en) * | 2013-09-04 | 2015-03-18 | 天津恒工模架工程股份有限公司 | Combined aluminum mould plate system |
| CN105625719A (en) * | 2015-12-29 | 2016-06-01 | 龙口市鑫铭铝业有限公司 | Tensile sheet structure aluminum alloy formwork early-dismantling system and construction method thereof |
| CN107060323A (en) * | 2017-02-24 | 2017-08-18 | 中国有色金属工业第六冶金建设有限公司 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
| CN110005192A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | Concrete floor aluminium, plank sheathing splicing construction and its installation method |
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
| CN112900842A (en) * | 2021-01-29 | 2021-06-04 | 晟通科技集团有限公司 | Pull sheet groove plugging structure, template and template system |
| CN214784171U (en) * | 2021-02-06 | 2021-11-19 | 珠海市世纪建设工程有限公司 | Basement supports template structure |
| CN113982262A (en) * | 2021-10-08 | 2022-01-28 | 上海宝冶集团有限公司 | Beam bottom support and template support system of cast-in-place concrete frame structure and assembly method |
-
2022
- 2022-02-07 CN CN202210120111.0A patent/CN114319839B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203066474U (en) * | 2013-01-28 | 2013-07-17 | 广东台澳特种铝材有限公司 | Disposable wallboard pulling piece for building aluminum formwork |
| CN104420644A (en) * | 2013-09-04 | 2015-03-18 | 天津恒工模架工程股份有限公司 | Combined aluminum mould plate system |
| CN105625719A (en) * | 2015-12-29 | 2016-06-01 | 龙口市鑫铭铝业有限公司 | Tensile sheet structure aluminum alloy formwork early-dismantling system and construction method thereof |
| CN107060323A (en) * | 2017-02-24 | 2017-08-18 | 中国有色金属工业第六冶金建设有限公司 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
| CN110439259A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing |
| CN110005192A (en) * | 2019-04-22 | 2019-07-12 | 上海建工一建集团有限公司 | Concrete floor aluminium, plank sheathing splicing construction and its installation method |
| CN112900842A (en) * | 2021-01-29 | 2021-06-04 | 晟通科技集团有限公司 | Pull sheet groove plugging structure, template and template system |
| CN214784171U (en) * | 2021-02-06 | 2021-11-19 | 珠海市世纪建设工程有限公司 | Basement supports template structure |
| CN113982262A (en) * | 2021-10-08 | 2022-01-28 | 上海宝冶集团有限公司 | Beam bottom support and template support system of cast-in-place concrete frame structure and assembly method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104291A (en) * | 2022-07-04 | 2023-05-12 | 山东华建铝业集团有限公司 | Aluminum mould matching structure for ground warehouse civil air defense |
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