CN109208900A - A kind of formwork system and its construction method of assembled architecture - Google Patents
A kind of formwork system and its construction method of assembled architecture Download PDFInfo
- Publication number
- CN109208900A CN109208900A CN201811308096.2A CN201811308096A CN109208900A CN 109208900 A CN109208900 A CN 109208900A CN 201811308096 A CN201811308096 A CN 201811308096A CN 109208900 A CN109208900 A CN 109208900A
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- China
- Prior art keywords
- plate
- formwork
- long side
- profiled sheeting
- angle
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- 238000009415 formwork Methods 0.000 title claims abstract description 82
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009434 installation Methods 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 230000001680 brushing effect Effects 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 6
- 239000002699 waste material Substances 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000009467 reduction Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008439 repair process Effects 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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 formwork system of assembled architecture and its construction method, which includes at least one formwork single-piece；The formwork single-piece includes profiled sheeting and angle button；The profiled sheeting includes the first profiled sheeting and the second profiled sheeting, and the upper end of the angle button is connected with Prefabricated stacking floor, and the lower end of angle button is connected with prefabricated post；The first end of first profiled sheeting is connected with the Prefabricated superposed beam for being located at the first side of formwork single-piece, and second end and angle button connect；The first end of second profiled sheeting and angle button connect, and second end is connected with the Prefabricated superposed beam for being located at formwork single-piece second side, that is, complete building formwork, formwork is simple and efficient, and greatly improves formwork efficiency；Profiled sheeting and angle buckle structure are simple simultaneously, can pre-production, quality controllable and formwork is easy for installation, not only saved the time but also reduced cost, while tooling may be reused, the waste of the reduction materials such as template.
Description
Technical field
The present invention relates to building pouring technique fields, particularly, be related to a kind of assembled architecture formwork system and its
Construction method.
Background technique
In recent years, assembled architecture because its under the premise of guaranteeing construction quality have shorten the construction period, save the cost, energy conservation
The advantages that environmentally friendly, is increasingly becoming building construction new trend.In assembled architecture construction, after prefabricated components assembled in situ, need pair
Prefabricated building coupling part carries out cast-in-place；However assembled architecture is constructed, cast-in-place part still uses traditional approach formwork, and there are works
When the disadvantages of amount is big, waste of material, it is therefore desirable to be badly in need of providing a kind of branch die body of assembled architecture being simple and efficient in the industry
System.
Summary of the invention
It is an object of that present invention to provide a kind of formwork systems of assembled architecture, to solve scene building in construction
Formwork is complicated, the technical problems such as working hour big, waste of material of amount.
To achieve the above object, the present invention provides a kind of formwork systems of assembled architecture, which is characterized in that including
At least one formwork single-piece；The formwork single-piece includes profiled sheeting and angle button；The profiled sheeting includes the first profiled sheeting and second
The upper end of profiled sheeting, the angle button is connected with Prefabricated stacking floor, and the lower end of angle button is connected with prefabricated post；First profiled sheeting
First end be located at the first side of formwork single-piece Prefabricated superposed beam be connected, second end and the angle button connection；Described second
The first end of profiled sheeting and angle button connect, and second end is connected with the Prefabricated superposed beam for being located at formwork single-piece second side.
Preferably, the angle button includes the first L plate, the 2nd L plate and the 3rd L plate for being equipped with installation through-hole；Described
The long side of two L plates and the long side of the 3rd L plate and the prefabricated post are arranged with short transverse, and the length of the 2nd L plate
- 165 ° of angles setting at 45 ° between side and the long side of the 3rd L plate；Free end in the long side of the 2nd L plate and described
Free end in the long side of 3rd L plate is connect with the first L plate；
More are equipped in the long side of the 2nd L plate and in the long side of the 3rd L plate for connecting the profiled sheeting
Connecting tube.
Preferably, the short transverse of the prefabricated post is arranged along the vertical direction；The first L plate is horizontally disposed；
The long side of the 2nd L plate and the long side of the 3rd L plate height are identical, the long side of the 2nd L plate and the 3rd L plate
Angle setting in 90 ° between long side；The connecting tube is hollow round tube, and center axis thereof is horizontally disposed.
Preferably, the first L plate, the 2nd L plate and the connection of the 3rd L plate three in one, and the long side and short side of the first L plate
Equal length；The long side of 2nd L plate and the 3rd L plate of length long side equal length, the length of the short side of the 2nd L plate with
The equal length of the short side of 3rd L plate.
Preferably, the thickness of the first L plate, the 2nd L plate and the 3rd L plate is equal, and three with a thickness of 1-30mm.
Preferably, the width of the first L plate, the 2nd L plate and the 3rd L plate is equal, and the width of three is 10-
100mm。
Preferably, the round tube that the round tube of the long side setting of the 2nd L plate is arranged with the 3rd L plate long side is arranged in a staggered manner, and
The round tube quantity of the long side setting of 2nd L plate is equal with the round tube quantity that the long side of the 3rd L plate is arranged.
Preferably, be additionally provided with more reinforcement round steel on the profiled sheeting, reinforce round steel by with angle detain in round tube cooperate
Fixation for profiled sheeting.
The present invention also provides a kind of construction methods of the formwork system of assembled architecture, comprising the following steps:
A, hoisting prefabricated component, in place by composite beam, laminated floor slab, prefabricated post lifting；
B, brushing mould oil, the cast-in-place face brushing mould oil that profiled sheeting and angle are detained；
C, formwork single-piece is installed, formwork is completed；By angle detain upper end be connected with Prefabricated stacking floor, angle button lower end in advance
Column processed is connected；The first end of first profiled sheeting is connected with the Prefabricated superposed beam for being located at the first side of formwork single-piece, second end
It detains and connects with the angle；The first end of second profiled sheeting and angle button connect, second end be located at formwork single-piece the
The Prefabricated superposed beam of two sides is connected；
D, overall inspection, compound formwork size check that reinforcing bar is pre-buried；
E, cast in situs, casting concrete；
F, formwork is removed, and after cast-in-place concrete intensity is up to standard, removes formwork single-piece；
G, clearing and retrieving clears up the residual concrete slag in formwork single-piece, and is recovered to specified storeroom, uses to next time.
The invention has the following advantages:
The present invention provides a kind of formwork systems of assembled architecture, including at least one formwork single-piece；The formwork
Single-piece includes profiled sheeting and angle button；The profiled sheeting includes the first profiled sheeting, the second profiled sheeting, angle button for first, the
The connection of two profiled sheetings；When the construction casting of building site, the upper end of the angle button is connected with Prefabricated stacking floor, the lower end of angle button
It is connected with prefabricated post；One end of first, second profiled sheeting is connected with Prefabricated superposed beam respectively, the first, second profiled sheeting it is another
End is fixed in prefabricated post by angle button, that is, completes building formwork, formwork is simple and efficient, and greatly improves formwork efficiency.
Formwork single-piece of the invention includes profiled sheeting and angle button, and the two detachable assembly can between profiled sheeting and profiled sheeting
Superposition carries, and also stackable carrying between angle button and angle button reduces and carries space, convenient for transhipment；Profiled sheeting and the letter of angle buckle structure
It is single, can pre-production, quality controllable and formwork is easy for installation, has not only saved the time but also has reduced cost, while tooling can repeat to make
With the waste of the materials such as reduction template.
A kind of construction method of the formwork system of assembled architecture provided by the invention, construction process are simple and efficient, greatly
It is big to reduce construction time and construction manpower, there is good economic serviceability.
Other than objects, features and advantages described above, there are also other objects, features and advantages by the present invention.
Below with reference to figure, the present invention is described in further detail.
Detailed description of the invention
The attached drawing constituted part of this application is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is the assembling structure schematic diagram of formwork single-piece in the embodiment of the present invention 1；
Fig. 2 is the configuration schematic diagram of Fig. 1；
Fig. 3 is a kind of scheme of installation of the formwork system of assembled architecture of the present invention；
Wherein, 1, profiled sheeting, the 1.1, first profiled sheeting, 1.2 second profiled sheetings, 1.3, connector, 2, angle button, 2.1, first
L plate, the 2.2, the 2nd L plate, the 2.3, the 3rd L plate, 2.4, connecting tube, 2.5, through-hole, 3, reinforce round steel, 4, prefabricated post, 5, prefabricated folded
Close beam, 6, Prefabricated stacking floor, A, formwork single-piece.
Specific embodiment
The embodiment of the present invention is described in detail below in conjunction with attached drawing, but the present invention can be limited according to claim
Fixed and covering multitude of different ways is implemented.
Referring to Fig. 1 to Fig. 3, the present invention provides a kind of formwork systems of assembled architecture, which is characterized in that including extremely
A few formwork single-piece A；The formwork single-piece includes profiled sheeting 1 and angle button 2；The profiled sheeting includes 1.1 He of the first profiled sheeting
Second profiled sheeting 1.2, the angle button are used for the connection of the second profiled sheeting and third profiled sheeting；The angle button includes being equipped with installation
With the first L plate 2.1, the 2nd L plate 2.2 and the 3rd L plate 2.3 of through-hole 2.5；The long side of the 2nd L plate and the 3rd L plate
Long side and the prefabricated post with short transverse be arranged, and between the long side of the 2nd L plate and the long side of the 3rd L plate at
45 ° of -165 ° of angles settings；Free end in the long side of the 2nd L plate and the free end in the long side of the 3rd L plate with
The first L plate connection；More are equipped in the long side of the 2nd L plate and in the long side of the 3rd L plate for connecting institute
State the connecting tube 2.4 of profiled sheeting；The round tube that the round tube of the long side setting of the 2nd L plate is arranged with the 3rd L plate long side, which is staggered, to be set
It sets, and the round tube quantity of the long side setting of the 2nd L plate is equal with the round tube quantity that the long side of the 3rd L plate is arranged；The profiled sheeting
On be additionally provided with more reinforcement round steel 3, reinforce round steel by with angle detain in round tube cooperation be used for the fixation of profiled sheeting.
When the construction casting of building site, the upper end of angle button is connected with Prefabricated stacking floor 6, the lower end that angle is detained with it is prefabricated
Column 4 is connected；The first end of first profiled sheeting is connected with the Prefabricated superposed beam 5 for being located at the first side of formwork single-piece, second end
It detains and connects with the angle；The first end of second profiled sheeting and angle button connect, second end be located at formwork single-piece the
The Prefabricated superposed beam of two sides is connected, that is, completes building formwork.
In the present embodiment, the material of the profiled sheeting and angle button is all made of steel plate；The short transverse of the prefabricated post is along perpendicular
Histogram is to setting；The first L plate is horizontally disposed；Between the long side of the 2nd L plate and the long side of the 3rd L plate
Angle setting in 90 °；The connecting tube is hollow round tube, and center axis thereof is horizontally disposed；The first L plate,
2nd L plate and the connection of the 3rd L plate three in one, and the equal length of the long side of the first L plate and short side；The long side of 2nd L plate with
The 3rd L plate of length long side equal length, the equal length of the short side of the length and the 3rd L plate of the short side of the 2nd L plate；Institute
The thickness for stating the first L plate, the 2nd L plate and the 3rd L plate is equal, and three with a thickness of 8mm；The first L plate, the 2nd L plate and
The width of 3rd L plate is equal, and the width of three is 40mm；The round tube and the quantity for reinforcing round steel are 6.
A kind of formwork system of assembled architecture of the present invention, the formwork single-piece of the formwork include that profiled sheeting and angle are detained,
Detachable assembly is used between profiled sheeting and angle button, profiled sheeting can not be superimposed carrying with angle deduction of points, reduce and carry space, just
In transhipment；Profiled sheeting and the structure that angle is detained are simple, can pre-production, quality controllable and formwork is easy for installation, not only saved the time but also
Cost is reduced, while tooling may be reused, reduces the waste of the materials such as template.
The present invention is avoided using the matching design of profiled sheeting and angle button and is directlyed adopt integrated molding and at angle design
The defect of profiled sheeting and stud connector design scheme；The profiled sheeting and connector coordinated scheme for being integrally formed to angle design are at the scene
It easily causes the body formed profiled sheeting at angle design to deform after construction casting, to cause formwork rigging error, and deforms
It is difficult to adjust with error；Formwork single-piece in the present invention is made of the first profiled sheeting, the second profiled sheeting and angle button, wherein angle buckle
Stability is high, and the cooperation by reinforcing round steel and round tube can effectively reduce the deformation of formwork single-piece in cast in situs, simultaneously
First profiled sheeting, the second profiled sheeting and angle button are assembled using detachable, can suitably be adjusted in profiled sheeting and/or angle button deformation
Rigging error.
A kind of construction method of the formwork system of assembled architecture in the present invention, comprising the following steps:
A, hoisting prefabricated component, in place by composite beam, laminated floor slab, prefabricated post lifting；
B, brushing mould oil, the cast-in-place face brushing mould oil that profiled sheeting and angle are detained；
C, formwork single-piece is installed, formwork is completed；By angle detain upper end be connected with Prefabricated stacking floor, angle button lower end in advance
Column processed is connected；The first end of first profiled sheeting is connected with the Prefabricated superposed beam for being located at the first side of formwork single-piece, second end
It detains and connects with the angle；The first end of second profiled sheeting and angle button connect, second end be located at formwork single-piece the
The Prefabricated superposed beam of two sides is connected, that is, completes building formwork；
D, overall inspection, compound formwork size check that reinforcing bar is pre-buried；
E, cast in situs, casting concrete；
F, formwork is removed, and after cast-in-place concrete intensity is up to standard, removes formwork single-piece；
G, clearing and retrieving clears up the residual concrete slag in formwork single-piece, and is recovered to specified storeroom, uses to next time.
A kind of construction method of the formwork system of assembled architecture provided by the invention, construction process are simple and efficient, greatly
It is big to reduce construction time and construction manpower, there is good economic serviceability.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any to repair
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (9)
1. a kind of formwork system of assembled architecture, which is characterized in that including at least one formwork single-piece；The formwork single-piece
Including profiled sheeting (1) and angle button (2)；The profiled sheeting includes the first profiled sheeting (1.1) and the second profiled sheeting (1.2), the angle
The upper end of button is connected with Prefabricated stacking floor, and the lower end of angle button is connected with prefabricated post；The first end of first profiled sheeting and position
Prefabricated superposed beam in the first side of formwork single-piece is connected, and second end and angle button connect；The first of second profiled sheeting
End is connected with angle button, and second end is connected with the Prefabricated superposed beam for being located at formwork single-piece second side.
2. a kind of formwork system of assembled architecture according to claim 1, which is characterized in that the angle button includes equal
The first L plate (2.1), the 2nd L plate (2.2) and the 3rd L plate (2.3) equipped with installation through-hole (2.5)；The 2nd L plate (2.2)
Long side and the 3rd L plate (2.3) long side and the prefabricated post be arranged with short transverse, and the 2nd L plate (2.2)
Long side and the 3rd L plate (2.3) long side between -165 ° of angles at 45 ° setting；In the long side of the 2nd L plate (2.2)
Free end and the 3rd L plate (2.3) long side on free end connect with the first L plate；
Be equipped in the long side of the 2nd L plate (2.2) and in the long side of the 3rd L plate (2.3) more it is described for connecting
The connecting tube (2.4) of profiled sheeting.
3. a kind of formwork system of assembled architecture according to claim 2, which is characterized in that the height of the prefabricated post
Degree direction is arranged along the vertical direction；The first L plate (2.1) is horizontally disposed；The long side of the 2nd L plate (2.2) and
Long side height identical, the long side of the 2nd L plate (2.2) and the long side of the 3rd L plate (2.3) of the 3rd L plate (2.3)
Between angle in 90 ° setting；The connecting tube (2.4) is hollow round tube, and center axis thereof is horizontally disposed.
4. a kind of formwork system of assembled architecture according to claim 2, which is characterized in that the first L plate,
Two L plates and the connection of the 3rd L plate three in one, and the equal length of the long side of the first L plate and short side；The long side of 2nd L plate and
The equal length of the long side of the 3rd L plate of length, the equal length of the short side of the length and the 3rd L plate of the short side of the 2nd L plate.
5. a kind of formwork system of assembled architecture according to claim 2, which is characterized in that the first L plate,
The thickness of two L plates and the 3rd L plate is equal, and three with a thickness of 1-30mm.
6. a kind of formwork system of assembled architecture according to claim 2, which is characterized in that the first L plate,
The width of two L plates and the 3rd L plate is equal, and the width of three is 10-100mm.
7. a kind of formwork system of assembled architecture according to claim 2, which is characterized in that the 2nd L plate
The round tube that be arranged with the 3rd L plate long side of round tube of long side setting is arranged in a staggered manner, and the round tube quantity that is arranged of the long side of the 2nd L plate and
The round tube quantity of the long side setting of 3rd L plate is equal.
8. according to claim 1 in -7 a kind of any assembled architecture formwork system, which is characterized in that it is described at
Be additionally provided with more reinforcement round steel (3) on template, reinforce round steel by with angle detain in round tube cooperation be used for the fixation of profiled sheeting.
9. a kind of construction method of the formwork system of the assembled architecture as described in any one of claim 1-8, special
Sign is, comprising the following steps:
A, hoisting prefabricated component, in place by composite beam, laminated floor slab, prefabricated post lifting；
B, brushing mould oil, the cast-in-place face brushing mould oil that profiled sheeting and angle are detained；
C, formwork single-piece is installed, formwork is completed；The upper end that angle is detained is connected with Prefabricated stacking floor, the lower end of angle button and prefabricated post
It is connected；The first end of first profiled sheeting is connected with the Prefabricated superposed beam for being located at the first side of formwork single-piece, second end and institute
State angle button connection；The first end of second profiled sheeting is with angle button connection, second end and positioned at formwork single-piece second side
Prefabricated superposed beam be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811308096.2A CN109208900B (en) | 2018-11-05 | 2018-11-05 | Formwork system for assembled building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811308096.2A CN109208900B (en) | 2018-11-05 | 2018-11-05 | Formwork system for assembled building and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109208900A true CN109208900A (en) | 2019-01-15 |
| CN109208900B CN109208900B (en) | 2024-03-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811308096.2A Active CN109208900B (en) | 2018-11-05 | 2018-11-05 | Formwork system for assembled building and construction method thereof |
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| Country | Link |
|---|---|
| CN (1) | CN109208900B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242042A (en) * | 2019-05-07 | 2019-09-17 | 宁波普利凯建筑科技有限公司 | A kind of column Angle formwork and construction method suitable for assembled architecture |
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| JPH08114030A (en) * | 1994-10-18 | 1996-05-07 | Ohbayashi Corp | Form for joint of precast concrete beam and column capital part |
| CN204001712U (en) * | 2014-08-17 | 2014-12-10 | 王永波 | The mould of stand column and beam moulding side plate for building and composition thereof |
| CN205840317U (en) * | 2016-06-17 | 2016-12-28 | 上海绿地建设(集团)有限公司 | A kind of assembled architecture prefabricated post, beam cast-in-place node template |
| CN207727981U (en) * | 2017-12-13 | 2018-08-14 | 南京大地建设科技有限责任公司 | A kind of precast prestressed joint cores plank sheathing |
| CN209053429U (en) * | 2018-11-05 | 2019-07-02 | 中建科技湖南有限公司 | A kind of formwork system of assembled architecture |
-
2018
- 2018-11-05 CN CN201811308096.2A patent/CN109208900B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08114030A (en) * | 1994-10-18 | 1996-05-07 | Ohbayashi Corp | Form for joint of precast concrete beam and column capital part |
| CN204001712U (en) * | 2014-08-17 | 2014-12-10 | 王永波 | The mould of stand column and beam moulding side plate for building and composition thereof |
| CN205840317U (en) * | 2016-06-17 | 2016-12-28 | 上海绿地建设(集团)有限公司 | A kind of assembled architecture prefabricated post, beam cast-in-place node template |
| CN207727981U (en) * | 2017-12-13 | 2018-08-14 | 南京大地建设科技有限责任公司 | A kind of precast prestressed joint cores plank sheathing |
| CN209053429U (en) * | 2018-11-05 | 2019-07-02 | 中建科技湖南有限公司 | A kind of formwork system of assembled architecture |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110242042A (en) * | 2019-05-07 | 2019-09-17 | 宁波普利凯建筑科技有限公司 | A kind of column Angle formwork and construction method suitable for assembled architecture |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109208900B (en) | 2024-03-15 |
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