CN108222499A - New type formwork and its application method - Google Patents
New type formwork and its application method Download PDFInfo
- Publication number
- CN108222499A CN108222499A CN201810148009.5A CN201810148009A CN108222499A CN 108222499 A CN108222499 A CN 108222499A CN 201810148009 A CN201810148009 A CN 201810148009A CN 108222499 A CN108222499 A CN 108222499A
- Authority
- CN
- China
- Prior art keywords
- mould plate
- right mould
- left templates
- positioning
- templates
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 14
- 238000000034 method Methods 0.000 title claims abstract description 9
- 238000005266 casting Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 7
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010959 steel Substances 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
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 relates to building mould plate technique field more particularly to a kind of new type formwork, including symmetrically arranged several pieces of left templates and symmetrically arranged several blocks of right mould plates, two positioning bolts being used alternatingly, positioning sleeves；The left templates and the shape of right mould plate are trapezoidal, the top narrow lower portion of left templates is wide, the wide lower part in top of right mould plate is narrow, the side of the left templates and right mould plate is respectively equipped with bar-shaped trough, positioning sleeve is between left templates and right mould plate, positioning bolt passes through left templates, positioning sleeve and right mould plate, and left templates and right mould plate are fixed.An Mo, formwork structure using the present invention is set up or to remove speed fast, concrete can be poured continuously upwards without there is cold seam.Construction speed is fast, shortens the duration of a project, reduces scene processing and welding, thereby reduces environmental pollution.
Description
Technical field
The present invention relates to building mould plate technique field more particularly to a kind of new type formwork and its application methods.
Background technology
Traditional concrete labyrinth generally encloses stupefied steel template structure in bulk using framed bent pipe, it is impossible to continuous construction.
In order to save the general floor height of material as 3m or so, turn around time is one week or more, unfavorable to stepping up construction speed.Most critical is peace
It is difficult to ensure entirely, mould could be pacified by putting up security protection by safety rope in high-altitude, set up and removed, security protection risk is big.
Invention content
It is an object of the invention to overcome the shortcomings of above-mentioned technology, and provide a kind of new type formwork and its application method.
The present invention to achieve the above object, using following technical scheme：A kind of new type formwork, it is characterised in that：Including right
Claim several pieces of left templates of setting and symmetrically arranged several blocks of right mould plates, two positioning bolts being used alternatingly, positioning sleeves；Institute
The shape for stating left templates and right mould plate is trapezoidal, and the top narrow lower portion of left templates is wide, and the wide lower part in top of right mould plate is narrow, the left side
The side of template and right mould plate is respectively equipped with bar-shaped trough, and for positioning sleeve between left templates and right mould plate, positioning bolt passes through a left side
Template, positioning sleeve and right mould plate, left templates and right mould plate are fixed.
Preferably, the top of symmetrical left templates and right mould plate is fixed together by fixed plate.
A kind of application method of new type formwork, it is characterised in that：Include the following steps：Include the following steps：Step 1: first
Left templates and right mould plate are assembled, is packed into two positioning sleeves between corresponding two pieces of left templates, two positioning sleeves are respectively close to bar shaped
The upper and lower part of slot, two positioning bolts fix corresponding two pieces of left templates and two blocks of right mould plates respectively, left templates and
Right mould plate is staggered successively；
Step 2: after being completed left templates and right mould plate, casting concrete；
Step 3: after concrete setting, the positioning bolt of left templates and right mould plate bottommost is dismantled；
Step 4: putting on the narrow right mould plate in the wide lower part in portion on first, the positioning bolt after dismounting is connected into same positioning sleeve again
The upper position in bar-shaped trough is retightened together；
Step 5: putting on narrow lower portion wide left templates in portion's on again, the positioning bolt after dismounting is connected into same positioning sleeve again
The upper position in bar-shaped trough is retightened together；
Step 6: after similary height is mentioned on whole left templates and right mould plate, then carry out one-time-concreting concrete；
Step 7: step 3 is repeated to step 6, until building pours completion.
The beneficial effects of the invention are as follows:Relative to the prior art, An Mo, formwork structure using the present invention is set up or is torn open
Except speed is fast, concrete can be poured continuously upwards without there is cold seam.Construction speed is fast, shortens the duration of a project, reduces scene
Processing and welding, thereby reduce environmental pollution.Light with piece weight, the connection between structure is simple, turns the time upwards
Short, meeting concrete continuous, construction meets the regulation of current art specification without there is cold seam, interlayer intermittent time upwards.
Description of the drawings
Fig. 1 is the structural diagram of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawings and the preferred embodiment specific embodiment that the present invention will be described in detail.
In the description of the present invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", "front", "rear",
The orientation or position relationship of the instructions such as "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer " is based on attached drawing institutes
The orientation or position relationship shown is for only for ease of the description present invention and simplifies description rather than instruction or imply signified dress
It puts or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that limit of the invention
System.
As shown in Figure 1, a kind of new type formwork, including symmetrically arranged several pieces of left templates 1 and several pieces symmetrically arranged
Right mould plate 2, two positioning bolts being used alternatingly 3, positioning sleeves；It is in setting that left templates and right mould plate, which are all, is divided into inside
Left templates and the left templates in outside and the right mould plate of inside and the right mould plate in outside, the shape of the left templates and right mould plate
Shape is trapezoidal, the top narrow lower portion of left templates is wide, and the wide lower part in top of right mould plate is narrow, can also in turn, such as right mould plate
Top narrow lower portion is wide, and the wide lower part in top of left templates is narrow, in this way can be in order to be lifted up, the side of the left templates and right mould plate
Portion is respectively equipped with bar-shaped trough 4, positioning sleeve between left templates and right mould plate, positioning bolt pass through left templates, positioning sleeve and
Right mould plate fixes left templates and right mould plate.When being lifted up left templates and right mould plate, the positioning bolt of bottommost is first removed,
Positioning sleeve is retained in inside concrete, and left templates and right mould plate hereinafter, can be lifted up by the positioning bolt slightly pine on top
One end distance, the distance are exactly the length of bar-shaped trough, and the positioning bolt for promoting a upper back is located at bar-shaped trough lower position, then
The positioning bolt removed is connected into the position that same positioning sleeve is put into bar-shaped trough top, then casting concrete again, successively back and forth,
Continuous placing is thereby realized, and template need not be dismantled.
For the ease of two pieces of left templates of promotion and two blocks of right mould plates simultaneously, the top of symmetrical left templates and right mould plate passes through
Fixed plate 5 is fixed together.
In use, it follows the steps below：Step 1: first assemble left templates and right mould plate, corresponding two pieces of left templates
Between be packed into two positioning sleeves, for two positioning sleeves respectively close to the upper and lower part of bar-shaped trough, two positioning bolts will be corresponding
Two pieces of left templates and two blocks of right mould plates are fixed respectively, and left templates and right mould plate are staggered successively；
Step 2: after being completed left templates and right mould plate, casting concrete；
Step 3: after concrete setting, the positioning bolt of left templates and right mould plate bottommost is dismantled；
Step 4: putting on the narrow right mould plate in the wide lower part in portion on first, the positioning bolt after dismounting is connected into same positioning sleeve again
The upper position in bar-shaped trough is retightened together；
Step 5: putting on narrow lower portion wide left templates in portion's on again, the positioning bolt after dismounting is connected into same positioning sleeve again
The upper position in bar-shaped trough is retightened together；
Step 6: after similary height is mentioned on whole left templates and right mould plate, then carry out one-time-concreting concrete；
Step 7: step 3 is repeated to step 6, until building pours completion.
An Mo, formwork structure using the present invention is set up or removes that speed is fast, and concrete can be poured continuously upwards without going out
Existing cold seam.Construction speed is fast, shortens the duration of a project, reduces scene processing and welding, thereby reduces environmental pollution.With list
Part is light-weight, and the connection between structure is simple, and it is short to turn the time upwards, and meeting concrete continuous, construction is cold without occurring upwards
Seam, interlayer intermittent time meet the regulation of current art specification.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (3)
1. a kind of new type formwork, it is characterised in that：Including symmetrically arranged several pieces of left templates and the symmetrically arranged several pieces of right sides
Template, two positioning bolts being used alternatingly, positioning sleeves；The left templates and the shape of right mould plate be it is trapezoidal, left templates it is upper
Portion's narrow lower portion is wide, and the wide lower part in top of right mould plate is narrow, and the side of the left templates and right mould plate is respectively equipped with bar-shaped trough, positioning sleeve
Between left templates and right mould plate, positioning bolt passes through left templates, positioning sleeve and right mould plate, and left templates and right mould plate are consolidated
It is fixed.
2. new type formwork according to claim 1 and its application method, it is characterised in that：Symmetrical left templates and right mould plate
Top be fixed together by fixed plate.
3. a kind of application method using new type formwork in claims 1 or 22, it is characterised in that：Include the following steps：Step
First, left templates and right mould plate are first assembled, is packed into two positioning sleeves between corresponding two pieces of left templates, two positioning sleeves respectively close to
The upper and lower part of bar-shaped trough, two positioning bolts fix corresponding two pieces of left templates and two blocks of right mould plates respectively, left mould
Plate and right mould plate are staggered successively；
Step 2: after being completed left templates and right mould plate, casting concrete；
Step 3: after concrete setting, the positioning bolt of left templates and right mould plate bottommost is dismantled；
Step 4: putting on the narrow right mould plate in the wide lower part in portion on first, the positioning bolt after dismounting is connected into same positioning sleeve together again
Retighten the upper position in bar-shaped trough；
Step 5: putting on narrow lower portion wide left templates in portion's on again, the positioning bolt after dismounting is connected into same positioning sleeve together again
Retighten the upper position in bar-shaped trough；
Step 6: after similary height is mentioned on whole left templates and right mould plate, then carry out one-time-concreting concrete；
Step 7: step 3 is repeated to step 6, until building pours completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810148009.5A CN108222499A (en) | 2018-02-13 | 2018-02-13 | New type formwork and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810148009.5A CN108222499A (en) | 2018-02-13 | 2018-02-13 | New type formwork and its application method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108222499A true CN108222499A (en) | 2018-06-29 |
Family
ID=62661751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810148009.5A Pending CN108222499A (en) | 2018-02-13 | 2018-02-13 | New type formwork and its application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108222499A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2040128U (en) * | 1988-01-11 | 1989-06-28 | 孙国栋 | Sectionally formwork-sliding unit used for concrete buildings |
| JPH0732337A (en) * | 1993-07-21 | 1995-02-03 | Fujita Corp | Site precast concrete formwork method |
| RU2157443C2 (en) * | 1998-07-06 | 2000-10-10 | Пермская государственная сельскохозяйственная академия им.акад.Д.Н.Прянишникова | Lifting-and-turning concrete form |
| KR20040096898A (en) * | 2004-10-06 | 2004-11-17 | (주)씨에스티개발 | A round shape form for manhloe cover |
| CN101457587A (en) * | 2008-12-01 | 2009-06-17 | 江苏江都建设工程有限公司 | Template mutual-lifting type climbing formwork device and method |
| CN104314306A (en) * | 2014-11-05 | 2015-01-28 | 安徽水利开发股份有限公司 | Construction column formwork capable of achieving one-time integrated pouring forming of concrete |
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
| CN208473287U (en) * | 2018-02-13 | 2019-02-05 | 神翼航空器科技（天津）有限公司 | new template |
-
2018
- 2018-02-13 CN CN201810148009.5A patent/CN108222499A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2040128U (en) * | 1988-01-11 | 1989-06-28 | 孙国栋 | Sectionally formwork-sliding unit used for concrete buildings |
| JPH0732337A (en) * | 1993-07-21 | 1995-02-03 | Fujita Corp | Site precast concrete formwork method |
| RU2157443C2 (en) * | 1998-07-06 | 2000-10-10 | Пермская государственная сельскохозяйственная академия им.акад.Д.Н.Прянишникова | Lifting-and-turning concrete form |
| KR20040096898A (en) * | 2004-10-06 | 2004-11-17 | (주)씨에스티개발 | A round shape form for manhloe cover |
| CN101457587A (en) * | 2008-12-01 | 2009-06-17 | 江苏江都建设工程有限公司 | Template mutual-lifting type climbing formwork device and method |
| CN104314306A (en) * | 2014-11-05 | 2015-01-28 | 安徽水利开发股份有限公司 | Construction column formwork capable of achieving one-time integrated pouring forming of concrete |
| CN107447668A (en) * | 2017-08-27 | 2017-12-08 | 贵州新联爆破工程集团有限公司 | A kind of automatic lifting positions tapered pier template |
| CN208473287U (en) * | 2018-02-13 | 2019-02-05 | 神翼航空器科技（天津）有限公司 | new template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180629 |