CN107227845A - One kind filling wall construction post mold method - Google Patents
One kind filling wall construction post mold method Download PDFInfo
- Publication number
- CN107227845A CN107227845A CN201710522986.2A CN201710522986A CN107227845A CN 107227845 A CN107227845 A CN 107227845A CN 201710522986 A CN201710522986 A CN 201710522986A CN 107227845 A CN107227845 A CN 107227845A
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- CN
- China
- Prior art keywords
- wall
- template
- sides
- step fastener
- mortar joint
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
Wall construction post mold method is filled the invention discloses one kind, using following steps：1) in wall construction, the benzene plate bar wide with it is set in the vertical mortar joint bottom remote from the full sized brick of constructional column one；2) construction column template is installed, process is as follows：2.1) in wall both sides supporting module, 2.2) vertical support flitch is set in the outside of the template, 2.3) lateral support flitch is set in the outside of the vertical support flitch, the both sides of the lateral support flitch are all extended at the wall vertical mortar joint remote from the full sized brick of constructional column one, 2.4) it will respectively be connected positioned at the both sides of be oppositely arranged the two of wall both sides lateral support flitches using one group of step fastener, each step fastener is through a benzene plate bar, and the thickness of the step fastener is less than the width of vertical mortar joint.The present invention ensure that the globality of template, it is ensured that pour the quality and outward appearance of concrete, wall will not be adversely affected, it is ensured that wall quality and outward appearance.
Description
Technical field
The present invention relates to a kind of constructional column mold method, particularly a kind of filling wall construction post mold method.
Background technology
At present, industry, with civil buildings frame structure, mostly using filling wall progress interior space separation, is filled out at home
Wall is filled to ensure antidetonation globality, and Cast-in-place concrete constructional column is set in wall.Constructional column formwork typically using within the walls or
The method that shuttering fastening member is set in constructional column is reinforced, and shuttering fastening member uses split bolt.Because masonry and constructional column by
Liang Ge construction teams construct, and split bolt needs to place again after building wall and is more than masonry construction mortar joint to the diameter for drawing spiral shell
Thickness, the split bolt placed afterwards can be damaged to wall, and wall is adversely affected.Be placed in constructional column to draw
Bolt will be punched because of it through template in template, and the position of the split bolt of each constructional column will not ensure identical, meeting
Cause template perforate excessive, concrete spillage can be caused during concrete placings, influence the quality and outward appearance of concrete.
The content of the invention
The present invention provides a kind of filling wall construction post mold method to solve technical problem present in known technology, should
Method ensure that the globality of template, it is ensured that pours the quality and outward appearance of concrete, wall will not be adversely affected, it is ensured that wall
Weight and outward appearance.
The present invention is adopted the technical scheme that to solve technical problem present in known technology：One kind filling wall construction
Post mold method, using following steps：1) in wall construction, set in the vertical mortar joint bottom remote from the full sized brick of constructional column one with
Its wide benzene plate bar；2) construction column template is installed, process is as follows：2.1) in wall both sides supporting module, 2.2) in the mould
The outside of plate sets vertical support flitch, 2.3) in the outside of the vertical support flitch, lateral support flitch, the horizontal stroke are set
All extended to the both sides of supporting flitch at the wall vertical mortar joint remote from the full sized brick of constructional column one, 2.4) by positioned at wall both sides
The both sides for two lateral support flitches being oppositely arranged are respectively using one group of step fastener connection, and each step fastener passes through one
The individual benzene plate bar, the thickness of the step fastener is less than the width of vertical mortar joint.
Setting is arranged between the template and wall and is provided with sponge strip.
Breadth Maximum wide 80-150mm of the width of the template than constructional column.
Height big 10-20mm of the height of the benzene plate bar than the step fastener.
The present invention has the advantages and positive effects of：In wall construction, building construction team is at the vertical mortar joint bottom of wall
Portion is placed and mortar joint is with loose benzene plate bar, in Constructional Col-umn Construction, is worn step fastener in benzene plate bar position by Constructional Col-umn Construction team, is made
Adjacent process mutually effectively coordinates, and reduces influencing each other for adjacent process, workable.The thickness of step fastener is less than mortar joint
Width, the quality of benzene plate is soft, and step fastener is easily through construction is simple, and operation is easy.Step fastener is worn in benzene plate will not be right
Wall has a negative impact, it is ensured that the quality and outward appearance of wall, with very strong practicality.In summary, the present invention passes through
Rap step fastener tension lateral support side to reinforce template, construction is simple, workable, does not wear using shuttering fastening member
The structure of template is crossed, the not perforate in template, it is ensured that the globality of template, add the number of turnover of template, reduced pair
The influence of the quality and outward appearance of concrete is poured, it is practical.
Brief description of the drawings
The structural representation that Fig. 1 applies for the present invention.
In figure：1st, step fastener；2nd, sponge strip；3rd, constructional column；4th, lateral support flitch；5th, template；6th, vertical support flitch；
7th, vertical mortar joint；8th, benzene plate bar；9th, wall.
Embodiment
In order to further understand the content, features and effects of the present invention, hereby enumerating following examples, and coordinate accompanying drawing
Describe in detail as follows：
Referring to Fig. 1, a kind of filling wall construction post mold method, using following steps：1) when wall 9 is constructed, from
The remote bottom of vertical mortar joint 7 of the full sized brick of constructional column 3 one sets the benzene plate bar 8 wide with it；2) construction column template is installed, process is such as
Under：2.1) in the both sides supporting module 5,2.2 of wall 9) in the outside of the template 5, vertical support flitch 6,2.3 is set) described
The outside of vertical support flitch 6 sets lateral support flitch 4, and the both sides of the lateral support flitch 4 all extend to wall 9 from structure
Make at the remote vertical mortar joint 7 of the full sized brick of post 3 one, 2.4) by positioned at be oppositely arranged the two of the both sides of wall 9 lateral support wood
The both sides of side 4 are respectively connected using one group of step fastener 1, and each step fastener 1 passes through a benzene plate bar 8, the step fastener 1
Thickness be less than vertical mortar joint 7 width.
In the present embodiment, sponge strip 2 is provided between the template 5 and wall 9, the seepage of concrete can be reduced.Institute
State Breadth Maximum wide 80-150mm of the width than constructional column 3 of template 5.The height of the benzene plate bar 8 is higher than the step fastener
Spend big 10-20mm.
In supporting module 5, sponge bar 2 first is pasted along the horse tooth trough edge of constructional column 3, then wear step fastener 1, the end of step fastener 1
Hook is upwards and positioned at the homonymy of wall 9.The template 5 of the hook side of step fastener 1 is first found, lateral support side is placed between two hooks
Wood 4, then the template 5 of opposite side is found, the lateral support lumps of wood 4 is placed, the fastener reinforcing template 5 of step fastener 1 is rapped.Tearing open
During removing template 5, the fastener of step fastener 1 is rapped, loosening can form removal 5 after step fastener.After form removable, cement mortar is used
Cram the wall for wearing step fastener 1 and jointing.
Although the preferred embodiments of the present invention are described above in conjunction with accompanying drawing, the invention is not limited in upper
The embodiment stated, above-mentioned embodiment is only schematical, be not it is restricted, this area it is common
Technical staff is under the enlightenment of the present invention, in the case where not departing from present inventive concept and scope of the claimed protection, also
Many forms can be made, these are belonged within protection scope of the present invention.
Claims (4)
1. one kind filling wall construction post mold method, it is characterised in that use following steps：
1) in wall construction, the benzene plate bar wide with it is set in the vertical mortar joint bottom remote from the full sized brick of constructional column one；
2) construction column template is installed, process is as follows：
2.1) in wall both sides supporting module,
2.2) vertical support flitch is set in the outside of the template,
2.3) lateral support flitch is set in the outside of the vertical support flitch, the both sides of the lateral support flitch extend
To the wall vertical mortar joint remote from the full sized brick of constructional column one,
2.4) one group of step fastener will respectively be used positioned at the both sides of be oppositely arranged the two of wall both sides lateral support flitches
Connection, each step fastener is through a benzene plate bar, and the thickness of the step fastener is less than the width of vertical mortar joint.
2. filling wall construction post mold method according to claim 1, it is characterised in that between the template and wall
It is provided with sponge bar.
3. filling wall construction post mold method according to claim 1, it is characterised in that the width of the template is than construction
The wide 80-150mm of Breadth Maximum of post.
4. filling wall construction post mold method according to claim 1, it is characterised in that the height of the benzene plate bar compares institute
State the big 10-20mm of height of step fastener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710522986.2A CN107227845A (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post mold method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710522986.2A CN107227845A (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post mold method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107227845A true CN107227845A (en) | 2017-10-03 |
Family
ID=59935273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710522986.2A Pending CN107227845A (en) | 2017-06-30 | 2017-06-30 | One kind filling wall construction post mold method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107227845A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756228A (en) * | 2018-06-19 | 2018-11-06 | 山西建筑工程有限公司 | A kind of constructional column exempts from plastering construction technique |
| CN108908690A (en) * | 2018-06-11 | 2018-11-30 | 五冶集团上海有限公司 | A kind of production method of distribution box capping beam concrete precast block |
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN117967040A (en) * | 2024-03-28 | 2024-05-03 | 中国二十二冶集团有限公司 | Constructional column formwork structure and special formwork and construction method thereof |
| CN117967040B (en) * | 2024-03-28 | 2024-06-21 | 中国二十二冶集团有限公司 | Constructional column formwork structure and special formwork and construction method thereof |
-
2017
- 2017-06-30 CN CN201710522986.2A patent/CN107227845A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108908690A (en) * | 2018-06-11 | 2018-11-30 | 五冶集团上海有限公司 | A kind of production method of distribution box capping beam concrete precast block |
| CN108756228A (en) * | 2018-06-19 | 2018-11-06 | 山西建筑工程有限公司 | A kind of constructional column exempts from plastering construction technique |
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN117967040A (en) * | 2024-03-28 | 2024-05-03 | 中国二十二冶集团有限公司 | Constructional column formwork structure and special formwork and construction method thereof |
| CN117967040B (en) * | 2024-03-28 | 2024-06-21 | 中国二十二冶集团有限公司 | Constructional column formwork structure and special formwork and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171003 |