CN107130792A - Wall Side Template - Google Patents
Wall Side Template Download PDFInfo
- Publication number
- CN107130792A CN107130792A CN201710276725.7A CN201710276725A CN107130792A CN 107130792 A CN107130792 A CN 107130792A CN 201710276725 A CN201710276725 A CN 201710276725A CN 107130792 A CN107130792 A CN 107130792A
- Authority
- CN
- China
- Prior art keywords
- modular shuttering
- shuttering element
- end modular
- wall side
- side template
- 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
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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening 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 building template for construction of buildings wall end is included in lower end modular shuttering element and the upper end modular shuttering element above above-mentioned lower end modular shuttering element that building bottom is set along short transverse in the present invention；Above-mentioned lower end modular shuttering element and upper end modular shuttering element include the dimetric form element for preassigning breadth and width, positioned at the framing component of the increase support strength of above-mentioned form element marginal position, the stiffener of above-mentioned form element is crossed, and crosses the connector insertion stiffener of said frame component.According to the present invention, this wall Side Template has the powerful bearing capacity that concrete is supported when building wall, also can convenient construction person construction and carrying building template.Also, the installation and removal of this wall Side Template are all very convenient, can greatly improve operability.
Description
Technical field
The present invention is the technical research product about wall Side Template.Exactly, this wall Side Template weight is light and handy, with very
High support strength, is mounted and dismounted all very convenient.
Background technology
When building the building of concrete construction, after inside concrete places the reinforcement materials such as reinforcing bar, with building mould
Plate swathed after again toward pouring into a mould concrete in building template, you can complete concrete structures.
Now used building template is the structures built temporarily, is with glued board, hardboard, synthesis tree
Fat, aluminum alloy mould plate, steel plate etc. are built-up.The purposes of building template is essentially consisted in is fixed as regulation by concrete structures
Form and size.
Particularly, the one side that building template is contacted with concrete is made up of the material such as glued board and other synthetic resin
, the one side of discord concrete contact with the addition of the framework of iron metal material, it is ensured that there is enough support strengths to support for it
The pressure of anti-concrete.
But, all the time for manufacturing the building template of building wall end when manufacturing, in order to provide support coagulation
Earth lateral pressure, this building template is excessively heavy, it has not been convenient to carries and constructs.
The content of the invention
This research and development is proposed to solve the above problems, it is an object of the invention to provide a kind of wall Side Template, this wall
Side Template weight is light and handy, and when manufacturing wall, this wall Side Template has the powerful bearing capacity of support concrete.
Another object of the present invention is to provide a kind of wall Side Template, the installation and removal of this wall Side Template are all very square
Just.
To achieve these goals, the building template in the present invention for construction of buildings wall end is included in building bottom
Lower end modular shuttering element and the upper end modular shuttering element above above-mentioned lower end modular shuttering element that portion is set along short transverse；Under above-mentioned
Side Template component and upper end modular shuttering element include the dimetric form element for preassigning breadth and width, positioned at above-mentioned template
The framing component of the increase support strength of edge-of-part position, crosses the stiffener of above-mentioned form element, and cross above-mentioned frame
The connector insertion stiffener of frame member.
It is noted that above-mentioned connector insertion stiffener is made up of hollow tube.
Herein, above-mentioned connector insertion stiffener protrudes from the external position of said frame component.
Also, the framing component with respect to thirty years of age at above-mentioned lower end modular shuttering element and upper end modular shuttering element is tilted in its side and cut
On face.
In addition, provided with a knot on framing component at above-mentioned lower end modular shuttering element and upper end modular shuttering element with respect to thirty years of age
Run mouth jointly.
It is appreciated that above-mentioned connector insertion stiffener connects said frame component by combining intermediary's component.
According to the present invention, this wall Side Template has the powerful bearing capacity that concrete is supported when building wall, can also facilitate
Constructor constructs and carried building template.
Also, the installation and removal of this wall Side Template are all very convenient, can greatly improve operability.
Brief description of the drawings
The pattern of following annexes is to understand the technical thought of product of the present invention to describe product of the present invention and help in detail, but
Understanding to product of the present invention can not be confined to the item shown in figure below.
Fig. 1 is stereogram when being set for the wall Side Template of building.
Fig. 2A is contained within the front elevation of the lower end modular shuttering element in above-mentioned wall Side Template.
Fig. 2 B are contained within the side view of the lower end modular shuttering element in above-mentioned wall Side Template.
Fig. 3 A are contained within the front elevation of the upper end modular shuttering element in above-mentioned wall Side Template.
Fig. 3 B are contained within the side view of the upper end modular shuttering element in above-mentioned wall Side Template.
Fig. 4 is that above-mentioned upper end modular shuttering element is attached to side view shown in above-mentioned lower end modular shuttering element.
Reference
2：Form element；4：Framing component；4-1：Framing component；5：Opening；6：Stiffener；8：Stiffener；10：Under
Side Template component；12：With reference to intermediary's component；20：Upper end modular shuttering element；22：Form element；24：Framing component；24-1：Framework
Component；25：Opening；26：Stiffener；28：Stiffener；32：With reference to intermediary's component；100：Building template；120：Connector.
Embodiment
Hereinafter, the composition of product of the present invention is described in detail with reference to the pattern of annex.
Before this, illustrate that a bit, the term used in this detailed book and claims can not be confined to first
Its dictionary meanings understands.Inventor is in order to illustrate that it is invented using the best approach, in line with the optimum principle of defined notion
, should be according to meeting the technology of the present invention thought to use term, therefore when understanding the term in this detailed book and claims
Meaning and concept understand.
Therefore, the example on this detailed book and the building block shown in pattern are the desirable suitable examples of the present invention, and
All technological thoughts of the present invention can not be embodied.The present invention also in the stage of applying for a patent, therefore have diversified equivalent and
Variation can substitute the example of the present invention.
Fig. 1 is stereogram when being set for the wall Side Template of building, Fig. 2A and Fig. 2 B are contained within above-mentioned building
The front elevation and side view of lower end modular shuttering element in template, Fig. 3 A and Fig. 3 B are contained within the upper mould in above-mentioned building template
The front elevation and side view of board member, Fig. 4 are that above-mentioned upper end modular shuttering element is attached to side shown in above-mentioned lower end modular shuttering element
Face figure.
Reference picture 1~4, in the present invention the building template for construction of buildings wall end be included in building bottom along height
Spend lower end modular shuttering element 10 and the upper end modular shuttering element 20 positioned at the above-mentioned top of lower end modular shuttering element 10 that direction is set；Under above-mentioned
Side Template component 10 and upper end modular shuttering element 20 include the dimetric form element 2,22 for preassigning breadth and width, are located at
The framing component 4,24 of above-mentioned form element 2, the increase support strength of 22 marginal positions, crosses adding for above-mentioned form element 2,22
Strong component 6,26, and cross the connector insertion stiffener 8,28 of said frame component 4,24.
According to the present invention, in cast concrete, during the wall part of construction of buildings, wall Side Template is located at the port of wall
Position, and wall Side Template includes lower end modular shuttering element 10 and upper end modular shuttering element 20.
Above-mentioned lower end modular shuttering element 10 and upper end modular shuttering element 20 include form element 2,22, framing component 4,24 and respectively
Stiffener 6,26 and connector insertion stiffener 8,28.
Above-mentioned form element 2,22 is to preassign breadth by being made with certain thickness synthetic resin material
With the tetragonal part of width.
In order to increase its support strength, framing component 4,24 is provided with the marginal position of above-mentioned form element 2,22.
That is, said frame component 4,24 is generally tetragonal, and positioned at each side of above-mentioned tetragonal form element 2,22
Edge position.
Said frame component 4,24 can be made up of the bar beam of metal material or synthetic resin material.
Above-mentioned stiffener 6,26 is crossed in the breadth of above-mentioned form element 2,22, in the effect of above-mentioned stiffener 6,26
Under, the support strength of upper and lower end modular shuttering element 10,20 can be improved.
Herein, above-mentioned stiffener 6,26 is made up of sheet metals such as similar stainless steels.
Also, cross in said frame component 4,24 provided with connector insertion stiffener 8,28.
Above-mentioned connector insertion stiffener 8,28 is made up of hollow tube metal material, and protrude from said frame component 4,
24 both sides external positions.
Above-mentioned connector insertion stiffener 8,28 connects said frame component 4,24 by combining intermediary's component 12,32.
Above-mentioned combination intermediary component 12,32 is turned off the trapezoidal part of sheet metal, connects above-mentioned by welding sequence
Connector inserts stiffener 8,28 and framing component 4,24.
When building the side of wall, in order that building template 100 and above-mentioned upper and lower end modular shuttering element 10,20 are combined,
Connector 120 need to be inserted into above-mentioned connector insertion stiffener 8, at 28 positions.Also, above-mentioned building template 100 is placed
In on above-mentioned connector insertion stiffener 8,28, in the presence of above-mentioned connector 120, above-mentioned building template 100 and connection
Device insertion stiffener 8,28 can be combined firmly.
Also, framing component 4-1,24-1 at above-mentioned upper and lower end modular shuttering element 10,20 with respect to thirty years of age are with certain angle
Degree is favoured on its lateral section.
At lower end modular shuttering element 10 as shown in Figure 2, the framing component 4 of lower end is located at the horizontal direction of its lateral section
On, the framing component 4-1 of upper end is raised to the direction of its lateral section and is tilted certain angle.
Also, at the framing component 4-1 of above-mentioned upper end, the connection of the object such as similar bolt and screw for convenience,
Provided with an opening 5.
At upper end modular shuttering element 20 as shown in Figure 3, the framing component 24-1 of lower end is raised to the direction of its lateral section
And certain angle is tilted, and the framing component of upper end is then located in the horizontal direction of its lateral section.
Also, at the framing component 24-1 of above-mentioned lower end, for convenience with reference to the connection of object, provided with an opening
25。
In addition, above-mentioned upper end modular shuttering element 20 and lower end modular shuttering element 10 are combined, after concrete cast, solidification,
Easily above-mentioned upper end modular shuttering element 20 can be separated from the concrete surface of solidification.
That is, as shown in figure 4, upper end modular shuttering element 20 is connected to the upper end of lower end modular shuttering element 10, in order that above-mentioned upper end
Modular shuttering element 20 can glide on the left of Fig. 4, the upper frame component 4-1 and upper end modular shuttering element 20 of above-mentioned lower end modular shuttering element 10
Lower frame component 24-1 be slightly tilted, easily above-mentioned upper end modular shuttering element 20 can be torn open from the concrete surface of solidification
Remove.
So far, although the present invention is illustrated using limited example and pattern, the technological thought of the present invention is not
It is limited only to these.In the technical field of the present invention, according to the suggestion of persons skilled in the art, and in the present invention
Technological thought and following claims equivalents in, can allow repeatedly amendment and change.
Claims (6)
1. a kind of wall Side Template, the building template for construction of buildings wall end, it is characterised in that including：In building bottom
The lower end modular shuttering element that sets along short transverse and；
Upper end modular shuttering element above the lower end modular shuttering element, the lower end modular shuttering element and upper end modular shuttering element bag
Include, preassign the dimetric form element of breadth and width, the increase support positioned at the form element marginal position is strong
The framing component of degree, crosses the stiffener of the form element；
Stiffener is inserted with the connector for crossing the framing component.
2. wall Side Template according to claim 1, it is characterised in that the connector inserts stiffener by hollow tube structure
Into.
3. wall Side Template according to claim 2, it is characterised in that the connector insertion stiffener protrudes from described
The external position of framing component.
4. wall Side Template according to claim 3, it is characterised in that in the lower end modular shuttering element and upper end modular shuttering element
Relative thirty years of age framing component in place is tilted on its lateral section.
5. wall Side Template according to claim 4, it is characterised in that in the lower end modular shuttering element and upper end modular shuttering element
Relative thirty years of age framing component in place combines opening provided with one.
6. wall Side Template according to claim 5, it is characterised in that the connector insertion stiffener passes through in combination
Jie's component connects the framing component.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020170014587A KR20180089808A (en) | 2017-02-01 | 2017-02-01 | Framework for wall end |
| KR10-2017-0014587 | 2017-02-01 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107130792A true CN107130792A (en) | 2017-09-05 |
Family
ID=59715635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710276725.7A Pending CN107130792A (en) | 2017-02-01 | 2017-04-25 | Wall Side Template |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR20180089808A (en) |
| CN (1) | CN107130792A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262953A (en) * | 2022-08-16 | 2022-11-01 | 中国建筑第二工程局有限公司 | Shear wall template reinforced structure |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102176250B1 (en) * | 2019-04-03 | 2020-11-09 | 이표영 | Wall End Pannel |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020038332A (en) * | 2000-11-17 | 2002-05-23 | 곽창수 | A spacer for panel |
| KR200315211Y1 (en) * | 2003-02-28 | 2003-06-02 | (주)나인 | Edge panel form with clamp |
| KR200389479Y1 (en) * | 2005-04-27 | 2005-07-14 | 장태석 | Wall end panel |
| KR200391961Y1 (en) * | 2005-05-10 | 2005-08-10 | 호성산업개발(주) | Finish panal for forms |
| KR200397561Y1 (en) * | 2005-07-11 | 2005-10-06 | 대동판넬 주식회사 | Wall end panel |
| KR100907088B1 (en) * | 2008-11-21 | 2009-07-20 | 정지현 | Concrete form support waler |
| CN202937003U (en) * | 2012-11-23 | 2013-05-15 | 石家庄市太行钢模板有限公司 | Aluminium alloy easy-dismounting formwork for buildings |
| KR20130084633A (en) * | 2012-01-17 | 2013-07-25 | 정문형 | Method for constructing soil structure |
-
2017
- 2017-02-01 KR KR1020170014587A patent/KR20180089808A/en not_active Application Discontinuation
- 2017-04-25 CN CN201710276725.7A patent/CN107130792A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020038332A (en) * | 2000-11-17 | 2002-05-23 | 곽창수 | A spacer for panel |
| KR200315211Y1 (en) * | 2003-02-28 | 2003-06-02 | (주)나인 | Edge panel form with clamp |
| KR200389479Y1 (en) * | 2005-04-27 | 2005-07-14 | 장태석 | Wall end panel |
| KR200391961Y1 (en) * | 2005-05-10 | 2005-08-10 | 호성산업개발(주) | Finish panal for forms |
| KR200397561Y1 (en) * | 2005-07-11 | 2005-10-06 | 대동판넬 주식회사 | Wall end panel |
| KR100907088B1 (en) * | 2008-11-21 | 2009-07-20 | 정지현 | Concrete form support waler |
| KR20130084633A (en) * | 2012-01-17 | 2013-07-25 | 정문형 | Method for constructing soil structure |
| CN202937003U (en) * | 2012-11-23 | 2013-05-15 | 石家庄市太行钢模板有限公司 | Aluminium alloy easy-dismounting formwork for buildings |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115262953A (en) * | 2022-08-16 | 2022-11-01 | 中国建筑第二工程局有限公司 | Shear wall template reinforced structure |
| CN115262953B (en) * | 2022-08-16 | 2023-08-04 | 中国建筑第二工程局有限公司 | Shear wall template reinforced structure |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20180089808A (en) | 2018-08-09 |
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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: 20170905 |
|
| RJ01 | Rejection of invention patent application after publication |