CN110469063A - Daughter's wall construction method - Google Patents
Daughter's wall construction method Download PDFInfo
- Publication number
- CN110469063A CN110469063A CN201910811938.4A CN201910811938A CN110469063A CN 110469063 A CN110469063 A CN 110469063A CN 201910811938 A CN201910811938 A CN 201910811938A CN 110469063 A CN110469063 A CN 110469063A
- Authority
- CN
- China
- Prior art keywords
- template
- parapet
- fixing piece
- daughter
- 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
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
A kind of daughter's wall construction method, comprising: embedded fixing component enters in concrete frame beam, and wall outer side is stretched out in fixing piece one end；Set up parapet frame；Outboard template is arranged in outside outside parapet frame, and inner side template is arranged in outside in parapet, and outboard template fixture passes through；Pre-buried locating part enters in concrete frame beam, and locating part is arranged in inner side template far from daughter's wall form side；Back cord is set to inner side template far from concrete frame one end, back cord is set to outboard template far from concrete frame one end；It sets up on the outside of the second fixing piece to back cord, the second fixing piece of two sides is connected by connector, and outside the second fixing piece bottom is connect with fixing piece；Parapet concrete is poured between outer side template and inner side template.The present invention struts template from bottom in use, the fixation of back cord bottom is further fixed in the realization of pre-buried locating part to outboard template, when can be to avoid parapet concreting, swollen mould, spillage occurs, causes common quality defect.
Description
Technical field
The present invention relates to a kind of construction methods, more particularly, to a kind of daughter's wall construction method.
Background technique
Parapet is the parapet of building roof all around, and main function can also apply anti-in addition to safeguarding safety in bottom
Hydraulic pressure brick receives head, to avoid waterproof layer infiltration or roof rain water cross flow.According to national building code requirement, accessible roof daughter
Wall height must not generally be lower than 1.1m, and highest is not greater than 1.5m.
Parapet, usually in the place setting reinforcing bar of parapet to be poured, protects cushion block, Zhi Hou during setting up
Template is arranged in two sides, and flitch back cord is arranged on the outside of template, steel pipe is arranged on the outside of flitch back cord later, by steel pipe to flitch
Back cord is fixed, and the casting concrete between the template of two sides, pours and complete parapet later, however existing this construction party
Method is in parapet construction work, since the die plate pressure that two sides are arranged in parapet bottom is larger, is easy to strut template, into
And cause swollen mould, spillage, the common quality defect for wearing skirt.
Summary of the invention
It is an object of the invention to overcome the above-mentioned problems in the prior art, providing one kind is not in template distending
And then generate daughter's wall construction method of quality problems.
To realize above-mentioned technical purpose and the technique effect, the present invention is achieved through the following technical solutions:
A kind of daughter's wall construction method, comprising:
Embedded fixing component enters in concrete frame beam, and wall outer side is stretched out in described fixing piece one end；
Set up parapet frame；
Outboard template is arranged in outside outside parapet frame, and inner side template, the outer side mold is arranged in outside in parapet
Plate is passed through by the fixing piece；
Pre-buried locating part enters in concrete frame beam, and the locating part is arranged in the inner side template far from parapet mould
Plate side；
Back cord is set to inner side template far from described concrete frame one end, back cord is set to outboard template far from described mixed
Solidifying soil frame one end；
It sets up on the outside of the second fixing piece to back cord, the second fixing piece of two sides is connected by connector, and outside second is solid
Determine part bottom to connect with the fixing piece；
Parapet concrete is poured between outer side template and inner side template.
Daughter's wall construction method of the present invention, wherein include:
Pre-buried fixed column is into concrete frame beam；
Pre-buried fixed column and the second fixing piece of inside upper end are connected by connecting rod.
Daughter's wall construction method of the present invention, wherein include:
Preformed groove batten is set on the inside of inner side template.
Daughter's wall construction method of the present invention, wherein include:
Form spreader is set between inner side template upper end and outboard template upper end.
Daughter's wall construction method of the present invention, wherein include:
Height is higher than parapet height when outboard template and inner side template are arranged.
Daughter's wall construction method of the present invention, wherein include:
Inner side template slopes inwardly when being arranged.
Compared with prior art, the beneficial effects of the present invention are:
The present invention is in use, can pass through fixing piece and the second fixing piece for outboard template bottom by pre-buried locating part
The fixation of back cord bottom is further fixed in connection, realization to outboard template, after concreting entrance, due to second solid
The fixation for determining part and fixing piece, it is bigger to the fixed force of template bottom, and then can strut template from bottom to avoid concrete,
It causes common quality defect, and in the pre-buried locating part of inside bottom, inner side template bottom is limited by locating part, due to
Locating part is embedded in concrete frame, therefore can provide very strong resistance to inner side template, inner side template bottom by
When concrete pressure, inward pressure is provided to inner side template, avoids concrete from strutting inner side template from bottom, causes quality
Common fault, thus this method will not go out template distending, and then generate quality problems.
Detailed description of the invention
Fig. 1 is overview of the embodiment of the present invention；
Specific embodiment
Refering to Figure 1, it will be understood by those skilled in the art that in exposure of the invention, term " on ", "lower"
The orientation or positional relationship of equal instructions is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of the description present invention
It is described with simplifying, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation structure
It makes and operates, therefore above-mentioned term is not considered as limiting the invention.
It should be noted that parapet during setting up, usually in the place setting reinforcing bar of parapet to be poured, is protected
Protection pad block is arranged template in two sides later, flitch back cord is arranged on the outside of template, steel pipe is arranged on the outside of flitch back cord later,
Flitch back cord is fixed by steel pipe, the casting concrete between the template of two sides, pours and completes parapet later, however
Existing this construction method is in parapet construction work, since the die plate pressure that two sides are arranged in parapet bottom is larger, holds
Easily template is strutted, in turn results in swollen mould, spillage, the common quality defect for wearing skirt.
Based on this, as shown in Figure 1, the present embodiment provides a kind of daughter's wall construction methods, comprising:
S100 embedded fixing component 2 enters in existing concrete Vierendeel girder 1, and wall outer side is stretched out in described 2 one end of fixing piece；
S200 sets up parapet frame 3；
Outboard template 4 is arranged in the outside outside parapet frame S300, and inner side template 5 is arranged in outside in parapet, described
Outboard template 4 is passed through by the fixing piece 2；
The pre-buried locating part 6 of S400 enters in concrete frame beam, and the setting of locating part 6 is separate in the inner side template 5
Parapet frame side；
Back cord 7 is arranged to inner side template 4 far from described 3 one end of concrete frame in S500, and back cord 7 is arranged to outboard template 5
Far from described 3 one end of concrete frame；
S600 is set up on the outside of the second fixing piece 8 to back cord, and the second fixing piece 8 of two sides, and outside are connected by connector 9
Second fixing piece, 8 bottom is connect with the fixing piece 2；
S700 pours parapet concrete between outer side template 4 and inner side template 5.
This method is in use, can pass through fixing piece and the second fixing piece for outboard template bottom by pre-buried locating part
The fixation of back cord bottom is further fixed in connection, realization to outboard template, after concreting entrance, due to second solid
The fixation for determining part and fixing piece, it is bigger to the fixed force of template bottom, and then can strut template from bottom to avoid concrete,
It causes common quality defect, and in the pre-buried locating part of inside bottom, inner side template bottom is limited by locating part, due to
Locating part is embedded in concrete frame, therefore can provide very strong resistance to inner side template, inner side template bottom by
When concrete pressure, inward pressure is provided to inner side template, avoids concrete from strutting inner side template from bottom, causes quality
Common fault, thus this method will not go out template distending, and then generate quality problems.
It should be noted that fixing piece can use fixed screw, it is embedded in concrete frame beam, parapet frame one
As be to be made of the protection cushion block on the outside of reinforcing bar and reinforcing bar, outboard template fixture passes through, can be in advance on outer side template
Punching, is passed through by fixing piece later, and locating part can use reinforcing bar, and reinforcing bar continuously be arranged in daughter's wall displacement, can also be with
Using steel plate, this is not restricted；Back cord can use flitch back cord, the second fixing piece can using steel pipe as fixing piece,
It is that can be linked together using connectors such as clamp or fasteners that steel pipe is connect with fixed screw, and this is not restricted, two sides
Steel pipe can be connected, this is existing by screw connection is drawn to when screw being drawn to connect with steel pipe using fastener or clamp
Have technology, no further details to be given herein, fixing piece need the pre-buried part into concrete frame beam be it is hook-shaped, it is hook-shaped can be to prevent
Fixing piece is drawn out when only fastening, and some pairs of drawing screws can pass through daughter's strong frame, is connected to the second fixing piece of two sides, in turn
It is stronger to the fixation of entire frame, it, will be to drawing spiral shell after the completion of parapet pours to drawing screw that plastic tube can be arranged on the outside
Silk extraction is reused, and plastic tube is blocked.
In some embodiments, including the pre-buried fixed column 10 of S800 is into concrete frame beam 1；
S900 connects pre-buried fixed column 10 and 8 upper end of the second fixing piece of inside by connecting rod 11；
It is connected and fixed column and the second fixing piece of inside upper end by pre-buried fixed column and connecting rod, can be prevented on daughter
There is inside, outer incline, displacement, in turn results in parapet quality problems, need in concreting, process of vibrating in portion
Bright, fixed column can be reinforcing bar or screw etc., and connecting rod can use steel pipe, and steel pipe connect to use with reinforcing bar and buckle
Part can pass through clamp or fastener when perhaps clamp steel pipe is connect with the second fixing piece.
In some embodiments, it is included on the inside of S3001 inner side template and preformed groove batten 12 is set；
By preformed groove batten, once waterproof indent can be formed when parapet forms, avoid later period needs and open
It sets up defences hydraulic pressure slot, and then carries out secondary fluting, what needs to be explained here is that, waterproof indent is set on the inside of parapet, is daughter
The indispensable process of wall, it is necessary to be arranged；It should be noted that the shape of slot batten is matched with waterproof indent shape, including setting
On side template, it can be fixed by nail.
In some embodiments, it is included between S3002 inner side template upper end and outboard template upper end upper end and template is set
Strut 13；
By the way that form spreader is arranged in inner side template upper end and outboard template upper end, guarantee on inner side template and outboard template
The width at end is guaranteed verticality and straightness, is prevented concreting, vibrated by the cooperation with the second fixing piece of outside
It is deformed in journey, it should be noted that form spreader 13 can use steel pipe.
In some embodiments, height is higher than parapet height when including S3003 outboard template is arranged with inner side template；
Outboard template and inner side template height are higher than parapet height, can to avoid concrete when pouring from inner side template
It is leaked out with outboard template upper end；
In some embodiments, daughter's S3004 wall top cornice, as inner side template slope inwardly when being arranged；
Parapet daughter wall top cornice should be smoothed out using cleaver after the completion of construction, and slightly be sloped inwardly, and then in parapet
In use process, avoids rainwater to trickling on the outside of parapet, in turn result in metope pollution.
Embodiments described above is only that preferred embodiments of the present invention will be described, not to of the invention
Range is defined, and without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technology of the invention
The various changes and improvements that scheme is made should all be fallen into the protection scope that claims of the present invention determines.
Claims (7)
1. a kind of daughter's wall construction method characterized by comprising
Embedded fixing component enters in concrete frame beam, and wall outer side is stretched out in described fixing piece one end；
Set up parapet frame；
Outboard template is arranged in outside outside parapet frame, and inner side template, the outboard template quilt is arranged in outside in parapet
The fixing piece passes through；
Pre-buried locating part enters in concrete frame beam, and the locating part is arranged in the inner side template far from parapet frame one
Side；
Back cord is set to inner side template far from described concrete frame one end, back cord is set to outboard template far from the concrete
Frame one end；
It sets up on the outside of the second fixing piece to back cord, the second fixing piece of two sides, and the second fixing piece of outside is connected by connector
Bottom is connect with the fixing piece；
Parapet concrete is poured between outer side template and inner side template.
2. daughter's wall construction method according to claim 1 characterized by comprising
Pre-buried fixed column is into concrete frame beam；
Pre-buried fixed column and the second fixing piece of inside upper end are connected by connecting rod.
3. daughter's wall construction method according to claim 1 characterized by comprising
Preformed groove batten is set on the inside of inner side template.
4. daughter's wall construction method according to claim 1 characterized by comprising
Form spreader is set between inner side template upper end and outboard template upper end.
5. daughter's wall construction method according to claim 1 characterized by comprising
Height is higher than parapet height when outboard template and inner side template are arranged.
6. daughter's wall construction method according to claim 1 characterized by comprising
Inner side template slopes inwardly when being arranged.
7. daughter's wall construction method according to claim 1, which is characterized in that the embedded fixing component enters concrete frame
In setting a roof beam in place, comprising:
The pre-buried part into concrete frame beam is wanted to be arranged to built-in fitting hook-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910811938.4A CN110469063A (en) | 2019-08-30 | 2019-08-30 | Daughter's wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910811938.4A CN110469063A (en) | 2019-08-30 | 2019-08-30 | Daughter's wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110469063A true CN110469063A (en) | 2019-11-19 |
Family
ID=68514373
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910811938.4A Pending CN110469063A (en) | 2019-08-30 | 2019-08-30 | Daughter's wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110469063A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513083A (en) * | 2021-05-06 | 2021-10-19 | 吉林建筑大学 | Cavity node structure of assembled wall and building frame |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050193646A1 (en) * | 2004-03-02 | 2005-09-08 | Jean-Claude Malenfant | Parapet wall |
| ES2315088A1 (en) * | 2006-04-04 | 2009-03-16 | Saul Diez Valbuena | Multifunctional enclosure for buildings (Machine-translation by Google Translate, not legally binding) |
| CN203613792U (en) * | 2013-11-12 | 2014-05-28 | 中国建筑第八工程局有限公司 | Parapet wall formwork pouring structure |
| CN104088406A (en) * | 2014-07-14 | 2014-10-08 | 苏州工业园区设计研究院股份有限公司 | Wall structure of parapet wall and construction method of parapet wall |
| CN204199686U (en) * | 2014-09-05 | 2015-03-11 | 中国建筑第八工程局有限公司 | Without outrigger concrete parapet formwork system |
| CN208844810U (en) * | 2018-08-23 | 2019-05-10 | 广州市住宅建设发展有限公司 | A kind of building roof parapet flashing water proof structure |
-
2019
- 2019-08-30 CN CN201910811938.4A patent/CN110469063A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050193646A1 (en) * | 2004-03-02 | 2005-09-08 | Jean-Claude Malenfant | Parapet wall |
| ES2315088A1 (en) * | 2006-04-04 | 2009-03-16 | Saul Diez Valbuena | Multifunctional enclosure for buildings (Machine-translation by Google Translate, not legally binding) |
| CN203613792U (en) * | 2013-11-12 | 2014-05-28 | 中国建筑第八工程局有限公司 | Parapet wall formwork pouring structure |
| CN104088406A (en) * | 2014-07-14 | 2014-10-08 | 苏州工业园区设计研究院股份有限公司 | Wall structure of parapet wall and construction method of parapet wall |
| CN204199686U (en) * | 2014-09-05 | 2015-03-11 | 中国建筑第八工程局有限公司 | Without outrigger concrete parapet formwork system |
| CN208844810U (en) * | 2018-08-23 | 2019-05-10 | 广州市住宅建设发展有限公司 | A kind of building roof parapet flashing water proof structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513083A (en) * | 2021-05-06 | 2021-10-19 | 吉林建筑大学 | Cavity node structure of assembled wall and building frame |
| CN113513083B (en) * | 2021-05-06 | 2022-09-02 | 吉林建筑大学 | Cavity node structure of assembled wall and building frame |
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| 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: 20191119 |
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| RJ01 | Rejection of invention patent application after publication |