CN110005192A - Concrete floor aluminium, plank sheathing splicing construction and its installation method - Google Patents
Concrete floor aluminium, plank sheathing splicing construction and its installation method Download PDFInfo
- Publication number
- CN110005192A CN110005192A CN201910323843.8A CN201910323843A CN110005192A CN 110005192 A CN110005192 A CN 110005192A CN 201910323843 A CN201910323843 A CN 201910323843A CN 110005192 A CN110005192 A CN 110005192A
- Authority
- CN
- China
- Prior art keywords
- plank sheathing
- aluminum alloy
- alloy pattern
- pattern plate
- socket
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 48
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 48
- 239000004411 aluminium Substances 0.000 title claims abstract description 39
- 238000010276 construction Methods 0.000 title claims abstract description 39
- 238000000034 method Methods 0.000 title claims abstract description 23
- 238000009434 installation Methods 0.000 title claims abstract description 17
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 115
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000002023 wood Substances 0.000 claims description 3
- 238000007598 dipping method Methods 0.000 description 9
- 238000009408 flooring Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of concrete floor aluminium, plank sheathing splicing construction and its installation methods, the present invention passes through aluminium, plank sheathing splicing structure, the aluminum alloy pattern plate repeatedly overturn by index bed can be used in the large area non-standard layers structure such as underground garage, annex, take full advantage of the salvage value of aluminum alloy pattern plate, substantially increase the utilization rate of aluminum alloy pattern plate, the application surface of aluminum alloy pattern plate has been expanded, has provided solution for the further genralrlization of aluminum alloy pattern plate.The present invention can solve skyscraper index bed aluminum alloy pattern plate the problem of non-standard layers (underground garage or annex) is with plank sheathing combined application, sufficiently to amortize the great number cost of aluminum alloy pattern plate.
Description
Technical field
The present invention relates to a kind of concrete floor aluminium, plank sheathing splicing construction and its installation methods.
Background technique
Usual aluminum alloy pattern plate is applied to have in the building top concrete structure construction of more index bed more, due to its tool
Have that construction is convenient, shaping structures are high-quality, liberation tower crane capacity, construction good, work surface neat and tidy of flameproof effect etc. are many excellent
Point obtains a degree of application in Super high-rise dwelling house building in recent years, but because aluminum alloy pattern plate construction cost is high, how by its
Making full use of is current problem to amortize cost and it promotes and applies the bottleneck encountered.
Summary of the invention
The purpose of the present invention is to provide a kind of concrete floor aluminium, plank sheathing splicing construction and its installation methods, can
It solves the problem of that aluminum alloy pattern plate construction cost is high how to be made full use of to amortize cost.
To solve the above problems, the present invention provides a kind of concrete floor aluminium, plank sheathing splicing construction, comprising:
The aluminum alloy pattern plate being set in the standard floor region greater than preset area to be onstructed, the edge of the aluminum alloy pattern plate are set
It is equipped with flange;
The plank sheathing being set in the non-standard floor area less than or equal to preset area to be onstructed, the non-standard building
Plate region is set to around the standard floor region, and the edge of the plank sheathing is provided with wooden flute, adjacent two pieces of aluminum alloy pattern plates
It is bolted between the flange and wooden flute of plank sheathing.
Further, in said structure, it is provided with pin hole on the flange, is provided in the wooden flute equidistant with pin hole
Bolt hole, the bolt pass through the pin hole and corresponding bolt hole, adjacent two pieces of aluminum alloy pattern plates are connected with plank sheathing.
Further, in said structure, further includes:
It is supported in the spigot-and-socket or tube and couple scaffold of the lower part of the aluminum alloy pattern plate, the spigot-and-socket or fastener type steel pipe
The contact jaw of the top of bracket and the aluminum alloy pattern plate is provided with height adjustable jack.
Further, in said structure, further includes:
It is supported in the spigot-and-socket or tube and couple scaffold of the lower part of the plank sheathing, the spigot-and-socket or fastener type steel pipe
The contact jaw of the top of bracket and the plank sheathing is provided with height adjustable jack.
Further, in said structure, the spigot-and-socket or fastener type steel pipe of the lower part for being supported in the aluminum alloy pattern plate
Bracket and be supported in the plank sheathing lower part spigot-and-socket or tube and couple scaffold between connected by horizontal stay.
Another side according to the present invention provides the installation method of a kind of concrete floor aluminium, plank sheathing splicing construction, packet
It includes:
Aluminum alloy pattern plate is set in the standard floor region greater than preset area to be onstructed, is set at the edge of the aluminum alloy pattern plate
Set flange;
Plank sheathing is set in the non-standard floor area less than or equal to preset area to be onstructed, wherein will be described non-
Standard floor region is set to around the standard floor region, and wooden flute is arranged at the edge of the plank sheathing;
It will be bolted between adjacent two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing.
Further, in the above-mentioned methods, spiral shell will be passed through between adjacent two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing
It tethers and connects, comprising:
Pin hole is set on the flange, setting and the equidistant bolt hole of the pin hole in the wooden flute;
The bolt is passed through into the pin hole and corresponding bolt hole, adjacent two pieces of aluminum alloy pattern plates are connected with plank sheathing.
Further, in the above-mentioned methods, aluminum dipping form is set in the standard floor region greater than preset area to be onstructed
After plate, further includes:
In the lower support spigot-and-socket or tube and couple scaffold of the aluminum alloy pattern plate, in the spigot-and-socket or fastener type steel pipe
Height adjustable jack is arranged in the contact jaw of the top of bracket and the aluminum alloy pattern plate.
Further, in the above-mentioned methods, it is set in the non-standard floor area less than or equal to preset area to be onstructed
After setting plank sheathing, further includes:
In the lower support spigot-and-socket or tube and couple scaffold of the plank sheathing, in the spigot-and-socket or fastener type steel pipe
Height adjustable jack is arranged in the contact jaw of the top of bracket and the plank sheathing.
Further, in the above-mentioned methods, the lower support spigot-and-socket or tube and couple scaffold of the plank sheathing it
Afterwards, further includes:
Spigot-and-socket in the lower part of the spigot-and-socket or tube and couple scaffold and the plank sheathing of the lower part of the aluminum alloy pattern plate
Or horizontal stay is connected between tube and couple scaffold.
Compared with prior art, the present invention, can be in the big face such as underground garage, annex by aluminium, plank sheathing splicing structure
Using the aluminum alloy pattern plate repeatedly overturn by index bed in product non-standard layers structure, the salvage value of aluminum alloy pattern plate is taken full advantage of, greatly
The utilization rate of aluminum alloy pattern plate is improved greatly, has expanded the application surface of aluminum alloy pattern plate, is provided solution for the further genralrlization of aluminum alloy pattern plate and is done
Method.The present invention can solve skyscraper index bed aluminum alloy pattern plate and combine and answer with plank sheathing in non-standard layers (underground garage or annex)
With the problem of, sufficiently to amortize the great number cost of aluminum alloy pattern plate.
Detailed description of the invention
Fig. 1 is the schematic diagram of the concrete floor aluminium of one embodiment of the invention, plank sheathing splicing construction.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
As shown in Figure 1, the present invention provides a kind of concrete floor aluminium, plank sheathing splicing construction, comprising:
The aluminum alloy pattern plate 1 being set in the standard floor region greater than preset area to be onstructed, the edge of the aluminum alloy pattern plate 1
It is provided with flange;
Here, being connected between adjacent aluminum alloy pattern plate 1 by pin 2;
The plank sheathing 3 being set in the non-standard floor area less than or equal to preset area to be onstructed, it is described non-standard
Floor area is set to around the standard floor region, and the edge of the plank sheathing 3 is provided with wooden flute, adjacent two pieces of aluminum dipping forms
It is connected between plate and the flange and wooden flute of plank sheathing by bolt 4.
Here, the present invention passes through aluminium, plank sheathing splicing structure, it can be in the large area non-standard layers such as underground garage, annex
Using the aluminum alloy pattern plate repeatedly overturn by index bed in structure, the salvage value of aluminum alloy pattern plate is taken full advantage of, aluminium is substantially increased
The utilization rate of template has expanded the application surface of aluminum alloy pattern plate, provides solution for the further genralrlization of aluminum alloy pattern plate.The present invention can
With solve the problems, such as skyscraper index bed aluminum alloy pattern plate in non-standard layers (underground garage or annex) and plank sheathing combined application, with
The sufficiently great number cost of amortization aluminum alloy pattern plate.
In concrete floor aluminium of the invention, one embodiment of plank sheathing splicing construction, pin hole, institute are provided on the flange
It states and is provided with the bolt hole equidistant with pin hole in wooden flute, the bolt passes through the pin hole and corresponding bolt hole, will be adjacent
Two pieces of aluminum alloy pattern plates are connected with plank sheathing.
Here, the present invention considers that the Vierendeel girder for building non-standard layers (generally underground garage or annex) is spelled using scattered
The characteristics of wood formwork system uses aluminum dipping form system for Large Floor, the connection using pin stupefied according to aluminum dipping form edges of boards, in level
Structure dissipates setting and the equidistant bolt hole of aluminum alloy pattern plate pin hole in the wooden flute for spelling plank sheathing, splices wooden flute and aluminum alloy pattern plate using bolt
Flange, and fixed after holding out against the scattered panel for spelling plank sheathing and aluminum alloy pattern plate side with iron nail according to conventional wooden model board construction method
In wooden flute, make plank sheathing and aluminum alloy pattern plate has strict piece effect, with such a configuration, makes plank sheathing and aluminum alloy pattern plate can be with
It is applied in combination.
By being provided with the bolt hole equidistant with pin hole in the wooden flute, to realize adjacent two pieces of aluminum alloy pattern plates and plank sheathing
It is reliably connected.
As shown in Figure 1, further including being supported in concrete floor aluminium of the invention, one embodiment of plank sheathing splicing construction
The spigot-and-socket or tube and couple scaffold 5 of the lower part of the aluminum alloy pattern plate 1, the top of the spigot-and-socket or tube and couple scaffold 5
The contact jaw of the aluminum alloy pattern plate is provided with height adjustable jack 6.
Here, to guarantee overall stability, being adopted to the bottom of flooring aluminum alloy pattern plate in the selection of horizontal structure falsework
It can be according to adjustable jack mode with the girder supporting node component of spigot-and-socket or common steel tube fastener type strutting system, aluminum alloy pattern plate
It is inserted directly into steel pipe support, to form good consistency and globality with scattered spelling plank sheathing strutting system.For because of aluminum alloy pattern plate
Structural elevation coordination problem caused by thickness is different from the wooden flute of plank sheathing, wooden model plate thickness, is solved using adjustable jack.
As shown in Figure 1, further including being supported in concrete floor aluminium of the invention, one embodiment of plank sheathing splicing construction
The spigot-and-socket or tube and couple scaffold 7 of the lower part of the plank sheathing 3, the top of the spigot-and-socket or tube and couple scaffold 7
The contact jaw of the plank sheathing is provided with height adjustable jack 8.
Here, for because aluminum dipping form plate thickness it is different from the wooden flute of plank sheathing, wooden model plate thickness caused by structural elevation coordinate
Problem is solved using adjustable jack.
As shown in Figure 1, being supported in the aluminium in concrete floor aluminium of the invention, one embodiment of plank sheathing splicing construction
The spigot-and-socket or fastener type steel of the spigot-and-socket or tube and couple scaffold 5 of the lower part of template and the lower part for being supported in the plank sheathing
It is connected between pipe holder 7 by horizontal stay 9, the two is connected integral, guarantee the stability of bracket.
In concrete floor aluminium of the invention, one embodiment of plank sheathing splicing construction, the aluminum alloy pattern plate includes metope aluminum dipping form
Plate and flooring aluminum alloy pattern plate.
Here, the present invention passes through aluminium, plank sheathing splicing structure, it can be in the large area non-standard layers such as underground garage, annex
Using the aluminum alloy pattern plate repeatedly overturn by index bed in structure, and can be used including metope aluminum alloy pattern plate, flooring aluminum alloy pattern plate
All aluminum alloy pattern plates with standard specification, take full advantage of the salvage value of aluminum alloy pattern plate, substantially increase the utilization of aluminum alloy pattern plate
Rate has expanded the application surface of aluminum alloy pattern plate, provides solution for the further genralrlization of aluminum alloy pattern plate.
As shown in Figure 1, the present invention also provides another concrete floor aluminium, the installation method of plank sheathing splicing construction, packet
It includes:
Aluminum alloy pattern plate 1, the aluminum alloy pattern plate 1 is arranged in step S1 in the standard floor region greater than preset area to be onstructed
Edge be provided with flange;
Here, being connected between adjacent aluminum alloy pattern plate 1 by pin 2;
Plank sheathing 3 is arranged in step S2 in the non-standard floor area less than or equal to preset area to be onstructed, wherein
The non-standard floor area is set to around the standard floor region, wooden flute is set at the edge of the plank sheathing 3;
Step S3 is connected bolt 4 is passed through between adjacent two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing.
Here, the present invention passes through aluminium, plank sheathing splicing structure, it can be in the large area non-standard layers such as underground garage, annex
Using the aluminum alloy pattern plate repeatedly overturn by index bed in structure, the salvage value of aluminum alloy pattern plate is taken full advantage of, aluminium is substantially increased
The utilization rate of template has expanded the application surface of aluminum alloy pattern plate, provides solution for the further genralrlization of aluminum alloy pattern plate.The present invention can
With solve the problems, such as skyscraper index bed aluminum alloy pattern plate in non-standard layers (underground garage or annex) and plank sheathing combined application, with
The sufficiently great number cost of amortization aluminum alloy pattern plate.
In one embodiment of installation method of concrete floor aluminium, plank sheathing splicing construction of the invention, step S3 will be adjacent
It is connected between two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing by bolt 4, comprising:
Pin hole is set on the flange, setting and the equidistant bolt hole of the pin hole in the wooden flute;
The bolt is passed through into the pin hole and corresponding bolt hole, adjacent two pieces of aluminum alloy pattern plates are connected with plank sheathing.
Here, the present invention considers that the Vierendeel girder for building non-standard layers (generally underground garage or annex) is spelled using scattered
The characteristics of wood formwork system uses aluminum dipping form system for Large Floor, the connection using pin stupefied according to aluminum dipping form edges of boards, in level
Structure dissipates setting and the equidistant bolt hole of aluminum alloy pattern plate pin hole in the wooden flute for spelling plank sheathing, splices wooden flute and aluminum alloy pattern plate using bolt
Flange, and fixed after holding out against the scattered panel for spelling plank sheathing and aluminum alloy pattern plate side with iron nail according to conventional wooden model board construction method
In wooden flute, make plank sheathing and aluminum alloy pattern plate has strict piece effect, with such a configuration, makes plank sheathing and aluminum alloy pattern plate can be with
It is applied in combination.
By being provided with the bolt hole equidistant with pin hole in the wooden flute, to realize adjacent two pieces of aluminum alloy pattern plates and plank sheathing
It is reliably connected.
As shown in Figure 1, in one embodiment of installation method of concrete floor aluminium of the invention, plank sheathing splicing construction, step
Rapid S1 is arranged after aluminum alloy pattern plate 1 in the standard floor region greater than preset area to be onstructed, further includes:
In the lower support spigot-and-socket or tube and couple scaffold 5 of the aluminum alloy pattern plate 1, in the spigot-and-socket or fastener type steel
Height adjustable jack 6 is arranged in the contact jaw of the top of pipe holder 5 and the aluminum alloy pattern plate.
Here, to guarantee overall stability, being adopted to the bottom of flooring aluminum alloy pattern plate in the selection of horizontal structure falsework
It can be according to adjustable jack mode with the girder supporting node component of spigot-and-socket or common steel tube fastener type strutting system, aluminum alloy pattern plate
It is inserted directly into steel pipe support, to form good consistency and globality with scattered spelling plank sheathing strutting system.For because of aluminum alloy pattern plate
Structural elevation coordination problem caused by thickness is different from the wooden flute of plank sheathing, wooden model plate thickness, is solved using adjustable jack.
As shown in Figure 1, in one embodiment of installation method of concrete floor aluminium of the invention, plank sheathing splicing construction, step
Rapid S2 is arranged after plank sheathing 3 in the non-standard floor area less than or equal to preset area to be onstructed, further includes:
In the lower support spigot-and-socket or tube and couple scaffold 7 of the plank sheathing 3, in the spigot-and-socket or fastener type steel
Height adjustable jack 8 is arranged in the contact jaw of the top of pipe holder 7 and the plank sheathing.
Here, for because aluminum dipping form plate thickness it is different from the wooden flute of plank sheathing, wooden model plate thickness caused by structural elevation coordinate
Problem is solved using adjustable jack.
As shown in Figure 1, in one embodiment of installation method of concrete floor aluminium of the invention, plank sheathing splicing construction,
After the lower support spigot-and-socket or tube and couple scaffold 7 of the plank sheathing 3, further includes:
Spigot-and-socket in the lower part of the spigot-and-socket or tube and couple scaffold 5 and the plank sheathing of the lower part of the aluminum alloy pattern plate
Or horizontal stay 9 is connected between tube and couple scaffold 7, the two is connected integral, guarantees the stability of bracket.
In one embodiment of installation method of concrete floor aluminium, plank sheathing splicing construction of the invention, the aluminum alloy pattern plate packet
Include metope aluminum alloy pattern plate and flooring aluminum alloy pattern plate.
Here, the present invention passes through aluminium, plank sheathing splicing structure, it can be in the large area non-standard layers such as underground garage, annex
Using the aluminum alloy pattern plate repeatedly overturn by index bed in structure, and can be used including metope aluminum alloy pattern plate, flooring aluminum alloy pattern plate
All aluminum alloy pattern plates with standard specification, take full advantage of the salvage value of aluminum alloy pattern plate, substantially increase the utilization of aluminum alloy pattern plate
Rate has expanded the application surface of aluminum alloy pattern plate, provides solution for the further genralrlization of aluminum alloy pattern plate.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention
And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it
Interior, then the invention is also intended to include including these modification and variations.
Claims (10)
1. a kind of concrete floor aluminium, plank sheathing splicing construction characterized by comprising
The aluminum alloy pattern plate being set in the standard floor region greater than preset area to be onstructed, the edge of the aluminum alloy pattern plate are provided with
Flange;
The plank sheathing being set in the non-standard floor area less than or equal to preset area to be onstructed, the non-standard floor area
Domain is set to around the standard floor region, and the edge of the plank sheathing is provided with wooden flute, adjacent two pieces of aluminum alloy pattern plates and wood
It is bolted between the flange and wooden flute of template.
2. concrete floor aluminium as described in claim 1, plank sheathing splicing construction, which is characterized in that be arranged on the flange
There is pin hole, the bolt hole equidistant with pin hole is provided in the wooden flute, the bolt passes through the pin hole and corresponding bolt hole,
Adjacent two pieces of aluminum alloy pattern plates to be connected with plank sheathing.
3. concrete floor aluminium as described in claim 1, plank sheathing splicing construction, which is characterized in that further include:
It is supported in the spigot-and-socket or tube and couple scaffold of the lower part of the aluminum alloy pattern plate, the spigot-and-socket or tube and couple scaffold
Top and the contact jaw of the aluminum alloy pattern plate be provided with height adjustable jack.
4. concrete floor aluminium as described in claim 1, plank sheathing splicing construction, which is characterized in that further include:
It is supported in the spigot-and-socket or tube and couple scaffold of the lower part of the plank sheathing, the spigot-and-socket or tube and couple scaffold
Top and the contact jaw of the plank sheathing be provided with height adjustable jack.
5. concrete floor aluminium as claimed in claim 4, plank sheathing splicing construction, which is characterized in that it is described be supported in it is described
The spigot-and-socket or fastener type of the spigot-and-socket or tube and couple scaffold of the lower part of aluminum alloy pattern plate and the lower part for being supported in the plank sheathing
It is connected between steel pipe support by horizontal stay.
6. the installation method of a kind of concrete floor aluminium, plank sheathing splicing construction characterized by comprising
Aluminum alloy pattern plate is set in the standard floor region greater than preset area to be onstructed, setting is turned at the edge of the aluminum alloy pattern plate
Side;
Plank sheathing is set in the non-standard floor area less than or equal to preset area to be onstructed, wherein will be described non-standard
Floor area is set to around the standard floor region, and wooden flute is arranged at the edge of the plank sheathing;
It will be bolted between adjacent two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing.
7. the installation method of concrete floor aluminium as claimed in claim 6, plank sheathing splicing construction, which is characterized in that by phase
It is bolted between adjacent two pieces of aluminum alloy pattern plates and the flange and wooden flute of plank sheathing, comprising:
Pin hole is set on the flange, setting and the equidistant bolt hole of the pin hole in the wooden flute;
The bolt is passed through into the pin hole and corresponding bolt hole, adjacent two pieces of aluminum alloy pattern plates are connected with plank sheathing.
8. the installation method of concrete floor aluminium as claimed in claim 6, plank sheathing splicing construction, which is characterized in that
It is arranged after aluminum alloy pattern plate in the standard floor region greater than preset area of construction, further includes:
In the lower support spigot-and-socket or tube and couple scaffold of the aluminum alloy pattern plate, in the spigot-and-socket or tube and couple scaffold
Top and the aluminum alloy pattern plate contact jaw be arranged height adjustable jack.
9. the installation method of concrete floor aluminium as claimed in claim 6, plank sheathing splicing construction, which is characterized in that
In the non-standard floor area less than or equal to preset area of construction after setting plank sheathing, further includes:
In the lower support spigot-and-socket or tube and couple scaffold of the plank sheathing, in the spigot-and-socket or tube and couple scaffold
Top and the plank sheathing contact jaw be arranged height adjustable jack.
10. the installation method of concrete floor aluminium as claimed in claim 9, plank sheathing splicing construction, which is characterized in that in institute
After the lower support spigot-and-socket or tube and couple scaffold of stating plank sheathing, further includes:
Spigot-and-socket or button in the lower part of the spigot-and-socket or tube and couple scaffold and the plank sheathing of the lower part of the aluminum alloy pattern plate
Horizontal stay is connected between part formula steel pipe support.
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CN201910323843.8A CN110005192A (en) | 2019-04-22 | 2019-04-22 | Concrete floor aluminium, plank sheathing splicing construction and its installation method |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111042513A (en) * | 2019-12-17 | 2020-04-21 | 北京市第三建筑工程有限公司 | Aluminum alloy formwork assembly for constructional engineering and mounting method thereof |
CN111305550A (en) * | 2020-03-30 | 2020-06-19 | 北京天润建设有限公司 | Aluminum-wood mixed template structure and construction method thereof |
CN111852006A (en) * | 2020-07-30 | 2020-10-30 | 北京楚海力建筑装饰工程有限公司 | Rapid construction windowsill coping structure and construction method |
CN113090026A (en) * | 2021-04-12 | 2021-07-09 | 中建二局第二建筑工程有限公司 | Construction method for combining non-standard layer structure aluminum formwork with wood formwork |
CN113482322A (en) * | 2021-07-07 | 2021-10-08 | 河南省第二建设集团有限公司 | Aluminum formwork and wood formwork combined construction method for non-standard layer structure |
CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105971277A (en) * | 2016-06-06 | 2016-09-28 | 中建局集团第三建筑有限公司 | Novel aluminum-wood mixed template |
CN205777518U (en) * | 2016-06-06 | 2016-12-07 | 中建一局集团第三建筑有限公司 | Connecting assembly for connecting aluminum template and wood template |
CN208152547U (en) * | 2018-05-02 | 2018-11-27 | 深圳市前海胜德建筑科技有限公司 | Fit structure between aluminum alloy pattern plate and plank sheathing |
CN109235871A (en) * | 2018-08-31 | 2019-01-18 | 中建八局第三建设有限公司 | Variable section structure aluminum alloy mould plate construction method |
CN210289119U (en) * | 2019-04-22 | 2020-04-10 | 上海建工一建集团有限公司 | Concrete floor aluminum and wood template splicing structure |
-
2019
- 2019-04-22 CN CN201910323843.8A patent/CN110005192A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105971277A (en) * | 2016-06-06 | 2016-09-28 | 中建局集团第三建筑有限公司 | Novel aluminum-wood mixed template |
CN205777518U (en) * | 2016-06-06 | 2016-12-07 | 中建一局集团第三建筑有限公司 | Connecting assembly for connecting aluminum template and wood template |
CN208152547U (en) * | 2018-05-02 | 2018-11-27 | 深圳市前海胜德建筑科技有限公司 | Fit structure between aluminum alloy pattern plate and plank sheathing |
CN109235871A (en) * | 2018-08-31 | 2019-01-18 | 中建八局第三建设有限公司 | Variable section structure aluminum alloy mould plate construction method |
CN210289119U (en) * | 2019-04-22 | 2020-04-10 | 上海建工一建集团有限公司 | Concrete floor aluminum and wood template splicing structure |
Non-Patent Citations (1)
Title |
---|
李虎: ""非标层铝木结合施工技术"" * |
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CN111042513A (en) * | 2019-12-17 | 2020-04-21 | 北京市第三建筑工程有限公司 | Aluminum alloy formwork assembly for constructional engineering and mounting method thereof |
CN111305550A (en) * | 2020-03-30 | 2020-06-19 | 北京天润建设有限公司 | Aluminum-wood mixed template structure and construction method thereof |
CN111852006A (en) * | 2020-07-30 | 2020-10-30 | 北京楚海力建筑装饰工程有限公司 | Rapid construction windowsill coping structure and construction method |
CN113090026A (en) * | 2021-04-12 | 2021-07-09 | 中建二局第二建筑工程有限公司 | Construction method for combining non-standard layer structure aluminum formwork with wood formwork |
CN113482322A (en) * | 2021-07-07 | 2021-10-08 | 河南省第二建设集团有限公司 | Aluminum formwork and wood formwork combined construction method for non-standard layer structure |
CN114319839A (en) * | 2022-02-07 | 2022-04-12 | 晟通科技集团有限公司 | Basement template building method |
CN114319839B (en) * | 2022-02-07 | 2023-11-14 | 晟通科技集团有限公司 | Basement template building method |
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Application publication date: 20190712 |