CN108149924A - A kind of piece method - Google Patents
A kind of piece method Download PDFInfo
- Publication number
- CN108149924A CN108149924A CN201810044931.XA CN201810044931A CN108149924A CN 108149924 A CN108149924 A CN 108149924A CN 201810044931 A CN201810044931 A CN 201810044931A CN 108149924 A CN108149924 A CN 108149924A
- Authority
- CN
- China
- Prior art keywords
- precast concrete
- aluminum alloy
- alloy mould
- mould plate
- piece
- 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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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
Abstract
The present invention relates to a kind of piece method, for template splicing in precast concrete, to be included the following steps：Colloid is set on the position of template to be installed on the precast concrete；Simultaneously extruding aluminium alloy template is pasted on the precast concrete for be provided with colloid；At gap at gap between adjacent two pieces of aluminum alloy mould plates between aluminum alloy mould plate and the precast concrete, spliced using plank sheathing.In the present invention, connecting method of the mould material based on aluminum alloy mould plate, supplemented by plank sheathing makes mould material more stablize, safety, and aluminum alloy materials can be repeatedly used in turn, very useful in construction, realizes the upgrading of building engineering shuttering.Traditional handicraft is used in combination the reinforcement form combined using plank sheathing with aluminum alloy mould plate with new process, the problem of making piece more identical, efficiently solve precast concrete and not tight aluminum alloy mould plate piece, it is therefore prevented that edge joint position slurry outflows.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of piece method.
Background technology
Most of buildings are built using cast-in-place concrete method, and the model of in-situ concrete wall is adopted at present
It is formed with template and precast concrete piece, the linking of template plays conclusive influence to the quality of wall.
In the prior art, traditional architecture mode uses plank sheathing, however plank sheathing durability is relatively low, and turnover rate is low, intensity
Again not enough.For the deficiency of plank sheathing, novel building mode is mostly using aluminum alloy mould plate, and aluminum alloy mould plate is relative to traditional wood
Form cycling rate height, intensity higher, durability higher, but in terms of the piece of aluminum alloy mould plate and precast concrete intersection
But there are significant drawback, the junction of aluminum alloy mould plate and precast concrete locally lies in deviation, it is impossible to it is completely combined,
Lead to running pulp, influence quality and construction speed.
The problem of for aluminum alloy mould plate and precast concrete piece, is badly in need of a kind of method for reinforcing piece of offer and is subject to
It solves.
Invention content
The purpose of the present invention is to provide a kind of piece method, to solve, plank sheathing material in the prior art is poor, utilization rate
It is low, the problem of aluminum alloy mould plate piece is not tight.
In order to solve the problems in the existing technology, the present invention provides a kind of piece method, for by template splicing
On precast concrete, the piece method includes the following steps：
S1：Colloid is set on the position of template to be installed on the precast concrete；
S2：Simultaneously extruding aluminium alloy template is pasted on the precast concrete for be provided with colloid；
S3：At gap between adjacent two pieces of aluminum alloy mould plates between aluminum alloy mould plate and the precast concrete
Gap at, spliced using plank sheathing.
Optionally, in the piece method, the seam between the shape of the plank sheathing and adjacent two pieces of aluminum alloy mould plates
Gap between gap and aluminum alloy mould plate and the precast concrete matches.
Optionally, in the piece method, back cord is respectively provided on the aluminum alloy mould plate and the plank sheathing.
Optionally, in the piece method, the spacing between adjacent two back cords is less than or equal to 800mm.
Optionally, it is further comprising the steps of in the piece method：
Using screw by the aluminum alloy mould plate being mounted on the precast concrete with it is described concrete prefabricated
Part further combined with.
Optionally, in the piece method, the spiral shell to match with the screw is provided on the precast concrete
Pit.
Optionally, in the piece method, on each aluminum alloy mould plate using multiple screws with it is described concrete prefabricated
Part further combined with.
Optionally, in the piece method, the spacing between two neighboring screw is less than or equal to 300mm.
Optionally, in the piece method, seam crossing adds adhesive waterproof tape between the precast concrete.
Optionally, in the piece method, the precast concrete is prefabricated outer wall panel, prefabricated lining or prefabricated
Float window.
In piece method provided by the present invention, cast-in-place concrete cast material is based on aluminum alloy mould plate, plank sheathing
Supplemented by connecting method, make the cast-in-place concrete model more stablize, safety；And aluminum alloy materials can be repeatedly used in turn,
It is very useful in construction, the upgrading of building engineering shuttering is realized, becomes the direction of domestic construction development.In the present invention
Piece method, by using the reinforcement form that plank sheathing is combined with aluminum alloy mould plate, traditional handicraft is combined with new process to be made
With the problem of piece is made more to coincide, efficiently solves precast concrete and not tight aluminum alloy mould plate piece, it is therefore prevented that piece
Locate slurry outflow.By setting screw hole on precast concrete in advance, colloid etc. is sticked, enhances piece measure, it is dual
Optimize piece construction.Consolidation process is carried out by the edge joint position to precast concrete and aluminum alloy mould plate in the present invention, it is excellent
The piece node between precast concrete and aluminum alloy mould plate is changed, has avoided the waste of manpower and materials, improve construction
Efficiency.
Description of the drawings
Fig. 1 is the precast concrete of the embodiment of the present invention and the piece diagrammatic cross-section of aluminum alloy mould plate；
Fig. 2 is the precast concrete of the embodiment of the present invention and the piece schematic diagram of aluminum alloy mould plate；
Wherein, 11- precast concretes；12- aluminum alloy mould plates；13- colloids；14- screws；15- cast-in-place concretes.
Specific embodiment
The specific embodiment of the present invention is described in more detail below in conjunction with schematic diagram.According to description below and
Claims, advantages and features of the invention will become apparent from.It should be noted that attached drawing is using very simplified form and
Using non-accurate ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
It please refers to Fig.1 and Fig. 2, wherein, Fig. 1 is the precast concrete of the embodiment of the present invention and the piece of aluminum alloy mould plate
Diagrammatic cross-section；Fig. 2 is the precast concrete of the embodiment of the present invention and the piece schematic diagram of aluminum alloy mould plate.
The present invention provides a kind of piece method, for by template splicing in precast concrete 11, the piece side
Method includes the following steps：
S1：Colloid 13 is set on the precast concrete 11 on the position of template to be installed；
S2：Simultaneously extruding aluminium alloy template 12 is pasted on the precast concrete 11 for be provided with colloid 13；
S3：At gap between adjacent two pieces of aluminum alloy mould plates 12 and aluminum alloy mould plate 12 and the precast concrete
At gap between 11, spliced using plank sheathing.
As shown in Figure 1, according to engineering drawing, the size of the aluminum alloy mould plate 12 is designed first.It then will be described mixed
Solidifying soil prefabricated component 11 is lifted.Colloid 13 is then set on the precast concrete 11, and the colloid 13 is preferably two-sided
Glue, the double faced adhesive tape fix the aluminium alloy mould for the aluminum alloy mould plate 12 to be made to be attached to the precast concrete 11
Plate 12, and prevent concrete grout from leaking outside from stickup wall as far as possible.Then the aluminum alloy mould plate 12 is pasted onto described mixed
It is provided at the position of colloid 13, is squeezed when piecing together securely on solidifying soil prefabricated component 11, it is when being reinforced using clinching that piece extruding is tight
It is real, paste the edge that the precast concrete 11 is contacted with the aluminum alloy mould plate 12 close.Finally adjacent two
At gap at gap between block aluminum alloy mould plate 12 between aluminum alloy mould plate 12 and the precast concrete 11, use
Plank sheathing is spliced；Specifically, the position that can not cover for 12 part of aluminum alloy mould plate or because of various errors
And when causing the piece of the aluminum alloy mould plate 12 excessive, assembly flexibly is carried out using the plank sheathing for cutting into suitable dimension, and
And reinforced in the aluminum alloy mould plate 12 and the plank sheathing junction using a variety of reinforcement measures, it avoids due to piece not
Sternly slurry is caused to outflow, influence to construct.
Further, the aluminum alloy mould plate 12 is the new type formwork support system of new generation occurred after plank sheathing.
The aluminum alloy mould plate 12 improves the integral construction efficiency of building trade, is included in construction material in the application of building trade,
It is artificial to arrange all greatly to save very much.
In the present invention in embodiment, the place of cast-in-place concrete 15 is needed, by the aluminum alloy mould plate 12 and the wood
Formwork edge joint is on the precast concrete 11, to make 15 model of cast-in-place concrete.
Specifically, as shown in Figure 1, the making of for example cast-in-place column model, the precast concrete 11 is prefabricated wallboard,
The space of concrete column is reserved among two pieces of prefabricated panels；Outside is respectively to be stretched out to go outside one section by two pieces of prefabricated panels on one side
Then page board is sealed, the outer page board is than relatively thin non-load-bearing concrete wallboard, as outer wall mould function；It is remaining
On one side using the aluminum alloy mould plate 12 and the prefabricated panel piece, the model of 15 column of cast-in-place concrete is formed.It is of the invention real
It is sandwich heat preservation form to apply the precast concrete 11 in example, is from inside to outside shear wall, thermal insulation board, outer page board are formed.
Further, in construction, the concrete column at exterior wall position is by the 3 of the 11 outer page board of precast concrete envelope outside
Face, 12 envelope of aluminum alloy mould plate, 1 face form 15 model of cast-in-place concrete；And the sleeper of interior wall is then the aluminum alloy mould plate 12
3 faces are sealed, the 11 outer page board of precast concrete seals 1 face and forms 15 model of cast-in-place concrete, is to see after the sleeper molding of interior wall
Do not go out individual pillar, be hidden in wall.The piece of the precast concrete 11 and template in the present invention is not
The construction of 15 column model of cast-in-place concrete is used only for, is additionally operable to cast-in-situ floor etc..
Further, the shape of the plank sheathing needs the gap between adjacent two pieces of aluminum alloy mould plates 12 and aluminium alloy
Gap between template 12 and the precast concrete 11 matches.It can not be covered for 12 part of aluminum alloy mould plate
Position or cause due to various errors the aluminum alloy mould plate 12 piece it is excessive when, flexible use cuts into suitable ruler
Very little plank sheathing carries out assembled.Specifically, in prefabricated assembly structural, the aluminum alloy mould plate 12 and prefabricated component, floor etc.
Junction locally lies in deviation, it is impossible to and it is completely combined, leads to running pulp, problems, which occur, generally can only all carry out later stage reparation,
Material, the waste on manpower can be caused, influences quality and schedule delays.Mending-leakage is carried out by using the wooden model in the present invention,
The wooden model is cut into suitable needles of various sizes, makes there are deviations and the place that cannot be coincide to coincide, avoids the problem that running pulp.
In the present embodiment, back cord is respectively provided on the aluminum alloy mould plate 12 and the plank sheathing.The concreting
When, bigger pressure can be applied to model, simple be mounted on the aluminum alloy mould plate 12 and the plank sheathing is described
On precast concrete 11, the aluminum alloy mould plate 12 and the plank sheathing may cannot withstand so big pressure, it is therefore desirable to
Setting back cord makes the aluminum alloy mould plate 12 to increase its load-bearing capacity on the aluminum alloy mould plate 12 and on the plank sheathing
The upper and plank sheathing is more firm.
Further, it if back cord spacing is excessive, can reduce on the aluminum alloy mould plate 12 and the load-bearing of the plank sheathing
Ability, therefore the spacing between adjacent two back cords is less than or equal to 800mm, can just sustain cast-in-place concrete 15 to template
The pressure of application, ensures on the aluminum alloy mould plate 12 and the stability of the plank sheathing.
In the present embodiment, it is also necessary to the aluminium alloy that will be mounted on the precast concrete 11 using screw 14
Template 12 and the precast concrete 11 carry out further combined with.Making the aluminum alloy mould plate 12, firmly piece is mixed described
On solidifying soil prefabricated component 11, and the weight of the concrete can be born.Further, the screw 14 passes through the aluminum alloy mould plate
12, the precast concrete 11 is hammered into, to consolidate the aluminum alloy mould plate 12.The preferred building dowel special of the screw 14,
And the dowel special size is unsuitable long, avoids penetrating the precast concrete 11.
Further, the threaded hole to match with the screw 14 is previously provided on the precast concrete 11, and
The position of the threaded hole, size and depth all need to set on the precast concrete 11 in advance, with described in matching
Screw 14.Threaded hole on the precast concrete 11 is used to that the screw 14 to be avoided to hammer into the precast concrete 11
When, destroy the precast concrete 11；And the threaded hole can limit the position of the screw 14, and make the screw 14
It is fixed secured.
With reference to figure 2, further tied with the precast concrete 11 using multiple screws 14 on each aluminum alloy mould plate 12
It closes, specifically, utilizing more than a screw 14 on each aluminum alloy mould plate 12 fixes the aluminum alloy mould plate 12, closes the aluminium
Golden template 12 and 11 piece of precast concrete are more firm, increase the stress-bearing capability of 15 model of cast-in-place concrete.Further
, the spacing between two neighboring screw 14 is less than or equal to 300mm.For strengthening the stabilization of the aluminum alloy mould plate 12
Property increases the load-bearing capacity of the aluminum alloy mould plate 12.
In the embodiment of the present invention, 15 model of cast-in-place concrete is in addition to needing the aluminum alloy mould plate 12 and the coagulation
Except native 11 piece of prefabricated component, also some areas need two pieces of the piece precast concrete 11, described concrete prefabricated
Piece between part 11 needs to be attached using concrete component connector.Since 15 slurry of cast-in-place concrete is easy fluid
Body, therefore the connector may not avoid the concrete mortar from revealing completely, in order to avoid slurry leaks outside, using institute
After stating the connector connection precast concrete 11, also need to increase patch marine glue between the precast concrete 11
Band, dual piece measure not only ensure that the stability that the precast concrete 11 is pieced together, but also prevent the concrete mortar
Leakage.
In the present embodiment, the precast concrete 11 refers to prefabricated assembled concrete component, there is more clock types, can be pre-
Side fascia processed, prefabricated lining, the prefabricated window etc. that floats.
Prefabricated assembled concrete component refers to that the part or all of component of building is completed in element precast plant produced, so
Construction site is transported to by corresponding means of transportation afterwards, is assembled component using reliable mounting means and installation machinery,
As the construction material having using function.Compared with site operation, prefabricated assembled construction has easy for construction, engineering
The advantages that progress is fast, small, building element quality is guaranteed to surrounding environment influence, current prefabrication are buildings
The development trend of industry certainty is the direction of domestic construction development.
To sum up, in piece method provided by the present invention, cast-in-place concrete cast material is based on aluminum alloy mould plate, wood
Connecting method supplemented by template makes the cast-in-place concrete model more stablize, safety；And aluminum alloy materials can repeatedly have enough to meet the need and make
With, it is very useful in construction, the upgrading of building engineering shuttering is realized, becomes the direction of domestic construction development.This hair
Piece method in bright, by using the reinforcement form that plank sheathing is combined with aluminum alloy mould plate, by traditional handicraft and new process knot
The problem of closing and use, piece is made more to coincide, efficiently solving precast concrete and not tight aluminum alloy mould plate piece, it is therefore prevented that
Edge joint position slurry outflows.By setting screw hole on precast concrete in advance, colloid etc. is sticked, enhances piece measure,
Double optimization piece construction.It is carried out at reinforcing by the edge joint position to precast concrete and aluminum alloy mould plate in the present invention
Reason, optimizes the piece node between precast concrete and aluminum alloy mould plate, avoids the waste of manpower and materials, improve and apply
The efficiency of work.
The preferred embodiment of the present invention is above are only, does not play the role of any restrictions to the present invention.Belonging to any
Those skilled in the art, in the range of technical scheme of the present invention is not departed from, to the invention discloses technical solution and
Technology contents make the variations such as any type of equivalent replacement or modification, belong to the content without departing from technical scheme of the present invention, still
Within belonging to the scope of protection of the present invention.
Claims (10)
1. a kind of piece method, for by template splicing in precast concrete, which is characterized in that the piece method includes
Following steps：
S1：Colloid is set on the position of template to be installed on the precast concrete；
S2：Simultaneously extruding aluminium alloy template is pasted on the precast concrete for be provided with colloid；
S3：Seam at gap between adjacent two pieces of aluminum alloy mould plates between aluminum alloy mould plate and the precast concrete
At gap, spliced using plank sheathing.
2. piece method as described in claim 1, which is characterized in that the shape of the plank sheathing and adjacent two pieces of aluminium alloy moulds
The gap between gap and aluminum alloy mould plate and the precast concrete between plate matches.
3. piece method as described in claim 1, which is characterized in that be respectively provided on the aluminum alloy mould plate and the plank sheathing
Back cord.
4. piece method as claimed in claim 3, which is characterized in that spacing between adjacent two back cords be less than or equal to
800mm。
5. piece method as described in claim 1, which is characterized in that further comprising the steps of：
Using screw by the aluminum alloy mould plate being mounted on the precast concrete and the precast concrete into
One step combines.
6. piece method as claimed in claim 5, which is characterized in that be provided on the precast concrete and the screw
The threaded hole to match.
7. piece method as claimed in claim 5, which is characterized in that on each aluminum alloy mould plate using multiple screws with it is described
Precast concrete further combined with.
8. piece method as claimed in claim 7, which is characterized in that spacing between two neighboring screw be less than or equal to
300mm。
9. piece method as described in claim 1, which is characterized in that seam crossing setting is anti-between the precast concrete
Glue band.
10. such as piece method according to any one of claims 1 to 9, which is characterized in that the precast concrete is prefabricated
Side fascia, prefabricated lining or the prefabricated window that floats.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810044931.XA CN108149924A (en) | 2018-01-17 | 2018-01-17 | A kind of piece method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810044931.XA CN108149924A (en) | 2018-01-17 | 2018-01-17 | A kind of piece method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108149924A true CN108149924A (en) | 2018-06-12 |
Family
ID=62461717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810044931.XA Pending CN108149924A (en) | 2018-01-17 | 2018-01-17 | A kind of piece method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108149924A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826442A (en) * | 2018-10-30 | 2019-05-31 | 广东国晟建设监理有限公司 | Prefabricated buildings exempt from plastering construction method of construction |
| CN110561046A (en) * | 2019-09-10 | 2019-12-13 | 常州市瑞昱通信设备制造有限公司 | Substrate of panel antenna and processing method thereof |
| CN113323429A (en) * | 2021-01-26 | 2021-08-31 | 上海交通大学 | Device and method for fully prefabricated reinforced concrete structure |
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| JPH10140670A (en) * | 1996-11-07 | 1998-05-26 | Sumitomo Constr Co Ltd | Reinforcement connecting structure between precast concrete blocks and method thereof |
| CN203755673U (en) * | 2014-03-10 | 2014-08-06 | 重庆建工第四建设有限责任公司 | Cast-in-situ formwork system for floor slab reserved holes |
| CN104213505A (en) * | 2014-09-18 | 2014-12-17 | 湖南大学 | Joint structure of steel-ultra-high performance fiber concrete light composite beam and application thereof |
| CN107245933A (en) * | 2017-07-06 | 2017-10-13 | 中建六局土木工程有限公司 | A kind of method for cast-in-situ box girder top plate preformed hole construction |
-
2018
- 2018-01-17 CN CN201810044931.XA patent/CN108149924A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10140670A (en) * | 1996-11-07 | 1998-05-26 | Sumitomo Constr Co Ltd | Reinforcement connecting structure between precast concrete blocks and method thereof |
| CN203755673U (en) * | 2014-03-10 | 2014-08-06 | 重庆建工第四建设有限责任公司 | Cast-in-situ formwork system for floor slab reserved holes |
| CN104213505A (en) * | 2014-09-18 | 2014-12-17 | 湖南大学 | Joint structure of steel-ultra-high performance fiber concrete light composite beam and application thereof |
| CN107245933A (en) * | 2017-07-06 | 2017-10-13 | 中建六局土木工程有限公司 | A kind of method for cast-in-situ box girder top plate preformed hole construction |
Non-Patent Citations (1)
| Title |
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| 马跃强: "装配式建筑+铝模一体化施工技术", 《建筑施工》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826442A (en) * | 2018-10-30 | 2019-05-31 | 广东国晟建设监理有限公司 | Prefabricated buildings exempt from plastering construction method of construction |
| CN110561046A (en) * | 2019-09-10 | 2019-12-13 | 常州市瑞昱通信设备制造有限公司 | Substrate of panel antenna and processing method thereof |
| CN113323429A (en) * | 2021-01-26 | 2021-08-31 | 上海交通大学 | Device and method for fully prefabricated reinforced concrete structure |
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Application publication date: 20180612 |