CN110761559A - Method for fixing concrete pouring template of inclined roof - Google Patents
Method for fixing concrete pouring template of inclined roof Download PDFInfo
- Publication number
- CN110761559A CN110761559A CN201910981905.4A CN201910981905A CN110761559A CN 110761559 A CN110761559 A CN 110761559A CN 201910981905 A CN201910981905 A CN 201910981905A CN 110761559 A CN110761559 A CN 110761559A
- Authority
- CN
- China
- Prior art keywords
- roof
- template
- concrete
- inclined roof
- formwork
- 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
Images
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A method for fixing a concrete pouring template of an inclined roof is characterized by comprising the following steps: a. laying an oblique roof bottom template, b laying an oblique roof eave side template, c laying an oblique roof top template (laying a top template after finishing binding of roof reinforcing steel bars and acceptance inspection), and d, exposing the herringbone oblique roof ridge without laying the oblique roof top template. The method for fixing the inclined roof concrete pouring template has the advantages of simple template arrangement structure, convenience in manufacturing, safe and reliable engineering quality, capability of avoiding cold joints during one-time pouring and forming of the inclined roof concrete, increasing the compactness of the inclined roof concrete structure, solving the problems of high difficulty and poor forming of the inclined roof concrete pouring, and reducing concrete waste and engineering cost due to the fact that the top template plays a role in controlling the thickness of the inclined roof concrete and the flatness of the finished concrete surface.
Description
Technical Field
The invention relates to a concrete pouring formwork method, in particular to a method for fixing a concrete pouring formwork of an inclined roof.
Background
The inclined roof has the characteristics of attractive appearance and attractive visual perception, can increase the using space of the building, is favored by architects, and is widely used in civil buildings. From the construction perspective, the inclined roof is difficult to construct, the quality control difficulty is high during concrete pouring, the concrete is easy to flow and difficult to form when the slump is high, and the concrete is difficult to vibrate and compact when the slump is low; the concrete forming flatness of the inclined roof surface is poor, and the thickness of a designed leveling layer is difficult to meet the requirement, so that the thickness of the mortar is too large during leveling, and a large amount of mortar is wasted; the sloping roof has more detail nodes, and compared with a flat roof, the sloping roof is more easy to have quality defects such as leakage and the like. Therefore, the industry has proposed various solutions to solve the problem and has contributed much.
Chinese patent CN109296202A discloses a method for pouring concrete on a steep slope roof and a formwork system in 2019, 2.1.2019, wherein the construction of the inner formwork of the steep slope roof is performed to bind the roof reinforcing steel bars of the steep slope roof; welding a plurality of rows of supporting steel bars on the roof steel bars of the large-gradient inclined roof, enabling the supporting steel bars to be perpendicular to the large-gradient inclined roof, arranging a blocking plate, enabling the blocking plate to stretch across the supporting steel bars in the same row, and enabling the bottom of the blocking plate to be parallel to the inner template; and (5) pouring concrete in sections from bottom to top by taking the barrier plate as a boundary. The formwork system comprises an inner formwork, a plurality of rows of supporting steel bars welded on the roof steel bars and blocking plates fixed on the supporting steel bars. According to the technical scheme, a single-side formwork supporting process is adopted, although the supporting of an outer formwork is omitted, the supporting steel bars are perpendicular to the large-gradient inclined roof, and a large number of blocking plates are used for assisting, so that the time and labor are still wasted when the sectional pouring process of the inclined roof is implemented, and the high-quality and rapid construction target is difficult to achieve.
Chinese patent CN106437142A discloses a cast-in-place sloping roof double-layer formwork structure and a sloping roof construction method in 2017, 2.22.2017, wherein the double-layer formwork structure comprises a support rod system, a formwork keel, a bottom formwork, a surface formwork and a split positioning water stop bolt; the bottom of the template keel is supported and fixed by a support rod system; the bottom layer formwork is laid on the upper surface of the formwork keel, the surface layer formwork and the bottom layer formwork are arranged in parallel, and the distance between the surface layer formwork and the bottom layer formwork is equal to the thickness of the slope roof concrete pouring layer; the bottom layer template and the surface layer template are positioned by the split positioning water stop bolt; the surface layer formwork is composed of a plurality of segmented surface layer formworks arranged at intervals, and a groove body formed between the end part of each adjacent segmented surface layer formwork and the bottom layer formwork is used as a vibrating groove in concrete segmented pouring. The technical scheme of the invention adopts a double-layer template structure, and although a plurality of vibrating grooves are arranged, the concrete is difficult to vibrate and is not easy to pour compactly, and the defect of compactness of the concrete structure exists. Then the concrete is poured according to the layer by section, and cold seams are generated in the overlapping area of the concrete to hinder the construction quality. In addition, concrete flows along the sloping roof when vibrated, is difficult to form and has high vibration difficulty. The concrete molding is not compact, which causes quality defects such as honeycomb pitted surface, holes and the like, seriously influences the engineering quality of the sloping roof and has leakage hidden trouble in the later period.
The known method for erecting a concrete pouring formwork for a sloping roof therefore has the inconveniences and problems mentioned above.
Disclosure of Invention
The invention aims to provide a safe and reliable method for fixing a sloping roof concrete pouring template.
In order to achieve the purpose, the technical solution of the invention is as follows:
a method for fixing a concrete pouring template of an inclined roof is characterized by comprising the following steps:
a. bottom formwork for laying inclined roof
Paving a herringbone bottom formwork of the inclined roof according to design, and fully paving the whole inclined roof by using the bottom formwork;
b. side formwork for laying cornice of inclined roof
Determining the height of the cornice side template according to the pouring thickness of the concrete, and nailing the bottom end of the cornice side template and the slope bottom end of the inclined roof bottom template to be firmly fixed;
c. lay oblique roofing top template
After the roof reinforcing steel bars are bound and qualified through inspection, arranging a plurality of inclined roof top templates on the slope of the inclined roof in the horizontal direction, and nailing the top ends of the cornice side templates and the bottom end of the slope of the inclined roof top template, so that the cornice side templates are firmly fixed; arranging a batten in the middle of the upper part of each inclined roof top template, and firmly fixing the battens and the top templates by using nails so that all battens are arranged in parallel; the two ends of the batten are fixed firmly by the top template and the bottom template of the inclined roof through pins and the side templates of the inclined roof; the distance between two adjacent sloping roof top templates is less than or equal to 20cm, so that a concrete vibrating rod is inserted to enable the sloping roof concrete to be more compact during pouring;
d. the herringbone oblique roof ridge is exposed, and an oblique roof top template is not laid.
The method for fixing the inclined roof concrete pouring template can be further realized by adopting the following technical measures.
The method of the preceding, wherein the bottom form material gauge is 915 x 1830 x 15 mm.
In the method, the specification of the top template material is 300 × Y × 15mm, and Y is the width of the roof.
In the method, the specification of the wood material is 50 × 90 × Ymm, and Y is the width of the roof.
The method of the preceding, wherein the top form is laid parallel to the bottom form.
The method of the foregoing, wherein the concrete slump is from 120mm to 140 mm.
The method of the preceding, wherein the slope of the sloping roof is no greater than 45 °.
The method, wherein the specification of the pin is determined according to actual conditions on site, meets the use requirements.
After the technical scheme is adopted, the method for fixing the inclined roof concrete pouring template has the following advantages:
1. the template has simple structure and convenient manufacture;
2. the engineering quality is safe and reliable, cold joints are avoided by one-time pouring and forming of the slope roof concrete, the compactness of the slope roof concrete structure is increased, and the problems of high difficulty and poor forming of slope roof concrete pouring are solved;
3. the jacking template plays the role of controlling the thickness of concrete and the finish surface evenness of the concrete, reduces the waste of the concrete and reduces the engineering cost.
4. When concrete is poured, the top template can restrain the poured concrete to a certain degree, and the slope roof concrete structure is more compact when the vibrating rod vibrates.
Drawings
FIG. 1 is a schematic view of a pitched roof form support structure according to an embodiment of the present invention;
fig. 2 is a cross-sectional view a-a of fig. 1.
In the figure: 1 bottom form, 2 top forms, 3 concrete, 4 flitch, 5 pins, 6 eaves mouth side forms, 7 slope side forms.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
Example 1
The inclined roof formwork supporting device comprises a bottom formwork 1, an inclined roof top formwork 2 and battens 4 for fixing the top formwork. Determining the height of the cornice side template according to the pouring thickness of the concrete, and nailing the bottom end of the cornice side template 6 and the slope bottom end of the inclined roof bottom template 1 to be firmly fixed; the battens are used for fixing the top template and preventing the top template from deforming when concrete is poured, and the inclined roof top template and the battens are fixed at the end part of the inclined roof. The width of the top template is about 300mm, the distance between the top templates is about 20cm, the top templates are used as inclined roof feeding openings when concrete 3 is poured, and the concrete vibrating rods can also be inserted between the top templates for vibrating. The oblique roof top mold and the end part of the batten are fixed with the oblique roof end side mold plate by using a pin 5.
Referring now to fig. 1, fig. 1 is a schematic view of a pitched roof formwork support structure according to an embodiment of the present invention, and fig. 2 is a cross-sectional view of a-a in fig. 1. As shown in the figure, the top template also plays a role in controlling the thickness of the concrete and the flatness of the finished surface of the concrete, and the waste of the concrete is reduced. Arranging a batten in the middle of the upper part of each inclined roof top template, and firmly fixing the battens and the top templates by using nails so that all battens are arranged in parallel; two ends of a batten 4 are fixedly connected with an inclined roof top template 2 and a bottom template 1 through a slope side template 7 by pins 5; the distance between two adjacent sloping roof top templates is 20cm, so that a concrete vibrating rod is inserted to enable the sloping roof concrete to be more compact during pouring; the herringbone oblique roof ridge is exposed, and an oblique roof top template is not laid. In the field construction, the specifications of the wood beam and the template material can be selected according to the actual field feeding condition and the roof width.
The inclined roof formwork support structure provided by the embodiment of the invention is used for an inclined roof with the gradient of not more than 45 degrees. When concrete pouring is carried out after the formwork supporting is finished, the concrete slump is not required to be too large, the concrete slump is controlled to be about 120-140 mm, and the concrete is easy to vibrate and compact when the slope roof is poured.
The method for fixing the inclined roof concrete pouring template has substantive characteristics and obvious technical progress, the traditional inclined roof template support is improved, and the inclined roof template support device consists of a bottom template, an inclined roof top template and battens for fixing the top template. The flitch is used for fixing the top template, prevents that top template warp when concrete placement, and the distance is about 20cm between the top template, as oblique roofing pan feeding mouth during concrete placement, and the top template of oblique roofing has applyed certain restraint to the concrete that gives the pouring in the top, and the concrete vibrating spear also can follow and insert between the top template and vibrate closely knit.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (8)
1. A method for fixing a concrete pouring template of an inclined roof is characterized by comprising the following steps:
a. bottom formwork for laying inclined roof
Paving a herringbone bottom formwork of the inclined roof according to design, wherein the bottom formwork fully paves the whole inclined roof, and the gradient of the bottom formwork meets the design requirement of a construction blueprint;
b. side formwork for laying cornice of inclined roof
Determining the height of the cornice side template according to the pouring thickness of the concrete, and nailing the bottom end of the cornice side template and the slope bottom end of the inclined roof bottom template to be firmly fixed;
c. lay oblique roofing top template
After the roof reinforcing steel bars are bound and qualified through inspection, arranging a plurality of inclined roof top templates on the slope of the inclined roof in the horizontal direction, and nailing the top ends of the cornice side templates and the bottom end of the slope of the inclined roof top template, so that the cornice side templates are firmly fixed; arranging a batten in the middle of the upper part of each inclined roof top template, and firmly fixing the battens and the top templates by using nails so that all battens are arranged in parallel; the two ends of the batten are fixed firmly by the top template and the bottom template of the inclined roof through pins and the side templates of the inclined roof; the distance between two adjacent sloping roof top templates is less than or equal to 20cm, so that a concrete vibrating rod is inserted to enable the sloping roof concrete to be more compact during pouring;
d. the herringbone oblique roof ridge is exposed, and an oblique roof top template is not laid.
2. The method for fixing a pitched roof concrete pouring template according to claim 1, characterized in that the material specification of the bottom template is 915 x 1830 x 15 mm.
3. The method for fixing a pitched roof concrete pouring template according to claim 1, characterized in that the material specification of the top template is 300 x Y x 15mm, and Y is the width of the roof.
4. The method for fixing a pitched roof concrete pouring template according to claim 1, wherein the specification of the wood square material is 50 x 90 x Ymm, and Y is the width of the roof.
5. A method of securing a pitched roofing concrete pour form as claimed in claim 1, wherein said top form is laid parallel to the bottom form.
6. The method for fixing a pitched roof concrete casting formwork of claim 1, wherein said concrete slump is between 120mm and 140 mm.
7. The method for fixing a concrete pouring formwork for a pitched roof as claimed in claim 1, wherein the slope of the pitched roof has a slope not greater than 45 °.
8. The method for fixing a pitched roof concrete casting formwork according to claim 1, characterized in that said pins meet the formwork fixing requirements on the construction site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981905.4A CN110761559A (en) | 2019-10-16 | 2019-10-16 | Method for fixing concrete pouring template of inclined roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981905.4A CN110761559A (en) | 2019-10-16 | 2019-10-16 | Method for fixing concrete pouring template of inclined roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110761559A true CN110761559A (en) | 2020-02-07 |
Family
ID=69331370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910981905.4A Pending CN110761559A (en) | 2019-10-16 | 2019-10-16 | Method for fixing concrete pouring template of inclined roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110761559A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058631A (en) * | 2020-02-29 | 2020-04-24 | 中国二十二冶集团有限公司 | Concrete construction method for large-gradient inclined roof |
| CN112031295A (en) * | 2020-09-10 | 2020-12-04 | 中建三局集团有限公司 | Flat plate vibrator device for inclined roof concrete construction and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452221A (en) * | 2013-08-26 | 2013-12-18 | 叶长青 | Pitched roof concrete construction method |
| CN104763143A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Pitched roof template system |
| CN205444887U (en) * | 2015-12-23 | 2016-08-10 | 中建二局第一建筑工程有限公司深圳分公司 | Slope roofing template system |
| CN106760511A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第八工程局有限公司 | Drip system and its construction method on a kind of clear water building cornice template |
| CN207377120U (en) * | 2017-09-25 | 2018-05-18 | 中建二局第一建筑工程有限公司 | A kind of pitched roof formwork structure |
-
2019
- 2019-10-16 CN CN201910981905.4A patent/CN110761559A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452221A (en) * | 2013-08-26 | 2013-12-18 | 叶长青 | Pitched roof concrete construction method |
| CN104763143A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Pitched roof template system |
| CN205444887U (en) * | 2015-12-23 | 2016-08-10 | 中建二局第一建筑工程有限公司深圳分公司 | Slope roofing template system |
| CN106760511A (en) * | 2016-12-16 | 2017-05-31 | 中国建筑第八工程局有限公司 | Drip system and its construction method on a kind of clear water building cornice template |
| CN207377120U (en) * | 2017-09-25 | 2018-05-18 | 中建二局第一建筑工程有限公司 | A kind of pitched roof formwork structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058631A (en) * | 2020-02-29 | 2020-04-24 | 中国二十二冶集团有限公司 | Concrete construction method for large-gradient inclined roof |
| CN111058631B (en) * | 2020-02-29 | 2022-03-11 | 中国二十二冶集团有限公司 | Concrete construction method for large-gradient inclined roof |
| CN112031295A (en) * | 2020-09-10 | 2020-12-04 | 中建三局集团有限公司 | Flat plate vibrator device for inclined roof concrete construction and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103410269B (en) | Prestressing without bondn cast-in-place reinforced concrete hollow slab constructing structure and construction method | |
| CN208455910U (en) | Large-span hemispherical reinforced concrete dome structure and template system thereof | |
| CN107476567A (en) | It is a kind of to control the pitched roof gradient and the construction method and track-type facilities of thickness | |
| CN110512727B (en) | Fabricated building lotus root beam pre-embedded insulation board post-tensioning method anchoring node structure and construction method thereof | |
| CN107310025A (en) | The fabricated device and method for prefabricating of a kind of Prefabricated bar boots | |
| CN110761559A (en) | Method for fixing concrete pouring template of inclined roof | |
| CN207363251U (en) | A kind of track-type facilities for being used to control the pitched roof gradient and thickness | |
| CN113202222A (en) | Construction method for assembled type superposed beam slab | |
| CN209308247U (en) | A kind of cavity type eaves structure | |
| CN109629447B (en) | Variable cross-section cast-in-situ box girder construction and concrete pouring method | |
| CN110965770A (en) | Construction method of assembled inclined roof concrete protection layer | |
| CN116180991A (en) | Construction method for improving concrete compactness of sloping roof | |
| CN116696038A (en) | Cast-in-situ concrete sloping roof structure and construction method thereof | |
| CN102767284B (en) | Semi-prefabricating construction process for concrete thin-wall lower return eave | |
| CN115306150A (en) | Construction method of multi-curved-surface dome | |
| CN214615420U (en) | Manufacturing device for formwork splicing section | |
| CN212866855U (en) | Arc wood grain clear water concrete roof template system | |
| CN109339328B (en) | Cavity type eave structure and construction method thereof | |
| CN113323131A (en) | Assembly type construction method for archaized building | |
| CN110748221A (en) | Prefabricated assembled pond guide wall | |
| CN111677146B (en) | Construction process of masonry wall | |
| CN220100429U (en) | Gutter structure at joint of steel frame roof and concrete boundary beam | |
| CN216195702U (en) | Wall body of embedded assembled structure center pillar | |
| CN221032666U (en) | Pre-buried type descending plate arc chamfering component | |
| RU220519U1 (en) | MASONRY SUPPORT PROFILE |
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: 20200207 |
|
| RJ01 | Rejection of invention patent application after publication |