CN103628672A - Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof - Google Patents
Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof Download PDFInfo
- Publication number
- CN103628672A CN103628672A CN201310641093.1A CN201310641093A CN103628672A CN 103628672 A CN103628672 A CN 103628672A CN 201310641093 A CN201310641093 A CN 201310641093A CN 103628672 A CN103628672 A CN 103628672A
- Authority
- CN
- China
- Prior art keywords
- fabric sheet
- floor
- reinforcing bar
- steel fabric
- inclined reinforcing
- 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a steel wire mesh and template combined type inclined reinforced concrete floor device and a construction method thereof and belongs to the technical field of building template construction. The steel wire mesh and template combined type inclined reinforced concrete floor device comprises the following components: longitudinal main ribs (1), transverse main ribs (2), steel wire meshes (3), concrete (4), an upper inclined reinforced concrete floor elevation (5), a lower inclined reinforced concrete floor elevation (6), a floor bottom template (7) and a floor side surface template (8). The device disclosed by the invention is easy to construct, can effectively guarantee the thickness uniformity of an inclined reinforced concrete floor and is high in construction efficiency; the construction method is simple, convenient, safe and economical.
Description
Technical field
Steel fabric sheet and form assembly inclined reinforcing bar concrete building panel assembly and construction method, belong to construction formwork technical field of construction.
Background technology
Inclined reinforcing bar concrete floor is commonly used in traditional architecture roofing, oblique ramp etc. and locates, and is also usually used in the construction of polymorphic structure at present, is intended to highlight architectural style.Inclined reinforcing bar concrete floor typically refers to the floor slab structure with certain slope, and its gradient is generally greater than 10%, and its form and the gradient depend primarily on the factors such as architectural plane, form of structure, folkways and customs and architectural image.
Inclined reinforcing bar concrete floor slab construction is usually because the size of the gradient, the smooth degree of template and the impact of the slump, cannot vibrate routinely and cause leakiness, must treat that concrete vibrated in the initial set stage again, and now concrete plasticity reduces, then vibrate and certainly will cause concrete internal injury and crackle.
The feature that inclined reinforcing bar concrete floor module is set up is: the gradient is large, concrete slump impact is large, should not vibrate, construction process requirement is high, difficulty is large, therefore in order to accomplish advanced technology, economical rationality, to ensure the quality of products, guarantee safety, to inclined reinforcing bar concrete floor module, construction is a new problem, has the realistic meaning of highly significant.
Summary of the invention
The technical problem to be solved in the present invention is: a kind of problem that prior art exists that overcomes is provided, can effectively solves steel fabric sheet and form assembly inclined reinforcing bar concrete building panel assembly and construction method that inclined reinforcing bar concrete building board size outward appearance is difficult to the problems such as control, concrete vibrating leakiness, slab thickness is inhomogeneous.
The technical solution adopted for the present invention to solve the technical problems is: steel fabric sheet and form assembly inclined reinforcing bar concrete building panel assembly and construction method, is characterized in that: absolute altitude, floor slab bottoms template, floor Side shuttering under absolute altitude, inclined reinforcing bar concrete floor on lengthways main steel bar, horizontal main muscle, steel fabric sheet, concrete, inclined reinforcing bar concrete floor, consist of; Steel fabric sheet is positioned at floor slab bottoms template top, according to spacing 1000mm, arranges from top to bottom laying; Lengthways main steel bar is vertically also fixed with galvanized wire colligation through steel fabric sheet, horizontal main muscle parallel steel wire net sheet; Between steel fabric sheet both side ends and floor Side shuttering, with galvanized wire colligation, fix; On inclined reinforcing bar concrete floor, absolute altitude numerical value is greater than absolute altitude numerical value under inclined reinforcing bar concrete floor, floor is tilted, and between horizontal plane, produce a slope angle; Steel fabric sheet height is consistent with slab thickness, and length is consistent with floor width; It is perpendicular to slope angle direction that steel fabric sheet is laid direction.
Concrete construction method of the present invention:
1. floor slab bottoms template is carried out the control line setting-out of steel fabric sheet in template after setting up, and guarantees that between steel fabric sheet, distance meets the requirements;
2. on floor slab bottoms template top, according to spacing 1000mm, lay steel fabric sheet, steel fabric sheet is vertical with floor slab bottoms template, and with galvanized wire colligation, fixes between floor Side shuttering;
3. carry out lengthways main steel bar, horizontal main muscle colligation;
4. will between steel fabric sheet and lengthways main steel bar, with galvanized wire colligation, fix;
5. disturbing concrete from top to bottom;
6. form removal after maintenance.
Compared with prior art, the beneficial effect that the present invention has is: it is simple that this steel fabric sheet and form assembly inclined reinforcing bar concrete building panel assembly and construction method have construction technique principle, easy and simple to handle, cost is lower, to controlling the highly effective feature of inclined reinforcing bar thickness of concrete floor, and can improve the bearing capacity of floor, improved the planeness of inclined reinforcing bar concrete floor, reduced the expense that later period maintenance is processed, after successfully having solved inclined reinforcing bar concrete floor hardening of concrete moulding, along inclined-plane, glide, easily cause concrete leakiness and internal injury and cause the problem of seepage.
Accompanying drawing explanation
Accompanying drawing 1: layout plan of the present invention;
Accompanying drawing 2: sectional drawing of the present invention;
Accompanying drawing 3: steel fabric sheet arrangement diagram of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described:
With reference to accompanying drawing 1:
This steel fabric sheet and form assembly inclined reinforcing bar concrete floor slab construction device are comprised of absolute altitude (6), floor slab bottoms template (7) under absolute altitude (5), inclined reinforcing bar concrete floor on lengthways main steel bar (1), horizontal main muscle (2), steel fabric sheet (3), concrete (4), inclined reinforcing bar concrete floor.
With reference to accompanying drawing 2:
Steel fabric sheet (3) is perpendicular to lengthways main steel bar (1), between steel fabric sheet (3), distance is 1000mm, rely on the restriction of the stretch-draw resistance of the coagulability of concrete self, the frictional resistance of floor slab bottoms template (7) and steel fabric sheet (3), can effectively prevent that concrete (4) from not gliding along inclined-plane; Absolute altitude on inclined reinforcing bar concrete floor (5) numerical value is greater than absolute altitude under inclined reinforcing bar concrete floor (6).
With reference to accompanying drawing 3:
It is upper that steel fabric sheet (3) is laid on floor slab bottoms template (7), and lengthways main steel bar (1) is vertically also fixed with galvanized wire colligation through steel fabric sheet (3), horizontal main muscle (2) parallel steel wire net sheet (3); Between steel fabric sheet (3) both side ends and floor Side shuttering (8), with galvanized wire colligation, fix.
Construction method is: floor slab bottoms template (7) is carried out the control line setting-out of steel fabric sheet (3) thereon after setting up, guarantee that between steel fabric sheet (3), distance meets the requirements, on floor slab bottoms template top, according to spacing 1000mm, lay steel fabric sheet, steel fabric sheet (3) is vertical with floor slab bottoms template (7), and with galvanized wire colligation, fixes between floor Side shuttering (8); Carry out lengthways main steel bar (1), horizontal main muscle (2) colligation; To between steel fabric sheet (3) and lengthways main steel bar (1), with galvanized wire colligation, fix; Disturbing concrete (4) from top to bottom, form removal after maintenance.The construction of this device is simple, can guarantee that inclined reinforcing bar thickness of concrete floor is even, and casting and compacting of concrete is closely knit, can effectively improve waterproof effect, is the important measures that reduce construction costs.
Facts have proved, the present invention can guarantee that inclined reinforcing bar thickness of concrete floor is even, and surface finish deviation is less than 1mm, and casting and compacting of concrete is closely knit, surface does not have voids and pits, guarantee the accurate of inclined reinforcing bar concrete floor scantling, effectively solved inclined reinforcing bar concrete floor leakage problems, improved structure from waterproof ability, simultaneously, simplify working procedure, effectively reduced construction cost, improved efficiency of construction.The present invention constructs simply, good engineering quality.
Claims (3)
1. steel fabric sheet and form assembly inclined reinforcing bar concrete building panel assembly and construction method, is characterized in that: this device is comprised of absolute altitude (6), floor slab bottoms template (7), floor Side shuttering (8) under absolute altitude (5), inclined reinforcing bar concrete floor on lengthways main steel bar (1), horizontal main muscle (2), steel fabric sheet (3), concrete (4), inclined reinforcing bar concrete floor; Steel fabric sheet (3) is positioned at floor slab bottoms template (7) top, spacing 1000mm; Lengthways main steel bar (1) is vertically also fixed with galvanized wire colligation through steel fabric sheet (3), horizontal main muscle (2) parallel steel wire net sheet (3); Between steel fabric sheet (3) both side ends and floor Side shuttering (8), with galvanized wire colligation, fix.
2. steel fabric sheet according to claim 1 and form assembly inclined reinforcing bar concrete building panel assembly and construction method, is characterized in that: absolute altitude on inclined reinforcing bar concrete floor (5) numerical value is greater than absolute altitude under inclined reinforcing bar concrete floor (6) numerical value.
3. steel fabric sheet according to claim 1 and form assembly inclined reinforcing bar concrete building panel assembly and construction method, is characterized in that: steel fabric sheet (3) height is consistent with slab thickness, and length is consistent with floor width; It is perpendicular to slope angle direction that steel fabric sheet (3) is laid direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310641093.1A CN103628672A (en) | 2013-12-04 | 2013-12-04 | Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310641093.1A CN103628672A (en) | 2013-12-04 | 2013-12-04 | Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103628672A true CN103628672A (en) | 2014-03-12 |
Family
ID=50210094
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310641093.1A Pending CN103628672A (en) | 2013-12-04 | 2013-12-04 | Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103628672A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284875A (en) * | 2016-08-31 | 2017-01-04 | 中冶天工集团有限公司 | The concrete device for trapping of heavy grade roofing and construction method |
| CN107605107A (en) * | 2017-09-18 | 2018-01-19 | 中建八局第三建设有限公司 | A kind of method for controlling pitched roof concrete construction quality |
| CN109881690A (en) * | 2019-03-28 | 2019-06-14 | 北京天恒建设集团有限公司 | A kind of high thickness slope concrete of wide-angle pours grid |
| CN111236720A (en) * | 2020-01-20 | 2020-06-05 | 中材海外工程有限公司 | Construction method for pouring silo decompression cone without construction joint |
| CN111677281A (en) * | 2020-05-06 | 2020-09-18 | 中铁建设集团北京工程有限公司 | Construction method of floor system with triangular truss easy to install |
| CN112112426A (en) * | 2019-06-20 | 2020-12-22 | 中国十九冶集团有限公司 | Inclined roof single-face formwork concrete pouring formwork structure and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102168487A (en) * | 2011-03-04 | 2011-08-31 | 中建七局第二建筑有限公司 | Surface layer template connecting structure of cast-in-place concrete sloping roof |
| CN202170600U (en) * | 2011-07-21 | 2012-03-21 | 中国建筑第二工程局有限公司 | Segregation preventing device for concrete pouring of large-angle sloping roof |
| CN202194317U (en) * | 2011-08-16 | 2012-04-18 | 江西建工第一建筑有限责任公司 | Guide rail structure for cast-in-site concrete slope surface |
| CN102912914A (en) * | 2012-11-22 | 2013-02-06 | 北京城建建设工程有限公司 | Theater type building seat ventilation hole cambered arrangement hollow inclined plate and construction method thereof |
| KR20130106061A (en) * | 2012-03-19 | 2013-09-27 | 이욱 | A form for slab and construction method using the same |
| CN203613790U (en) * | 2013-12-04 | 2014-05-28 | 浙江城建建设集团有限公司 | Steel wire mesh and form combined inclined reinforced concrete floor slab construction device |
-
2013
- 2013-12-04 CN CN201310641093.1A patent/CN103628672A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102168487A (en) * | 2011-03-04 | 2011-08-31 | 中建七局第二建筑有限公司 | Surface layer template connecting structure of cast-in-place concrete sloping roof |
| CN202170600U (en) * | 2011-07-21 | 2012-03-21 | 中国建筑第二工程局有限公司 | Segregation preventing device for concrete pouring of large-angle sloping roof |
| CN202194317U (en) * | 2011-08-16 | 2012-04-18 | 江西建工第一建筑有限责任公司 | Guide rail structure for cast-in-site concrete slope surface |
| KR20130106061A (en) * | 2012-03-19 | 2013-09-27 | 이욱 | A form for slab and construction method using the same |
| CN102912914A (en) * | 2012-11-22 | 2013-02-06 | 北京城建建设工程有限公司 | Theater type building seat ventilation hole cambered arrangement hollow inclined plate and construction method thereof |
| CN203613790U (en) * | 2013-12-04 | 2014-05-28 | 浙江城建建设集团有限公司 | Steel wire mesh and form combined inclined reinforced concrete floor slab construction device |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284875A (en) * | 2016-08-31 | 2017-01-04 | 中冶天工集团有限公司 | The concrete device for trapping of heavy grade roofing and construction method |
| CN106284875B (en) * | 2016-08-31 | 2019-05-03 | 中冶天工集团有限公司 | The concrete device for trapping and construction method of heavy grade roofing |
| CN107605107A (en) * | 2017-09-18 | 2018-01-19 | 中建八局第三建设有限公司 | A kind of method for controlling pitched roof concrete construction quality |
| CN109881690A (en) * | 2019-03-28 | 2019-06-14 | 北京天恒建设集团有限公司 | A kind of high thickness slope concrete of wide-angle pours grid |
| CN112112426A (en) * | 2019-06-20 | 2020-12-22 | 中国十九冶集团有限公司 | Inclined roof single-face formwork concrete pouring formwork structure and construction method |
| CN111236720A (en) * | 2020-01-20 | 2020-06-05 | 中材海外工程有限公司 | Construction method for pouring silo decompression cone without construction joint |
| CN111677281A (en) * | 2020-05-06 | 2020-09-18 | 中铁建设集团北京工程有限公司 | Construction method of floor system with triangular truss easy to install |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103628672A (en) | Steel wire mesh and template combined type inclined reinforced concrete floor device and construction method thereof | |
| CN103669655B (en) | Deformation joint both walls body concrete pouring construction process | |
| CN201649459U (en) | Slope roof cast-in-place concrete structure | |
| CN104100092A (en) | Guiderail device and method for pouring slope roof | |
| CN106065681A (en) | Superimposed sheet hoard strip construction method in a kind of overall assembled architecture based on BIM technology | |
| CN103967273B (en) | Concrete floor slab placement concrete mould plate supporting device | |
| CN203613790U (en) | Steel wire mesh and form combined inclined reinforced concrete floor slab construction device | |
| CN107476567A (en) | It is a kind of to control the pitched roof gradient and the construction method and track-type facilities of thickness | |
| CN106351376B (en) | Shed deckhead construction method | |
| CN102535746A (en) | Concrete-filled steel tube column and casting method thereof | |
| CN202644976U (en) | Slope roof double-side formwork support structure | |
| CN106930523A (en) | A kind of concrete structure catch pit detachable template reinforcement technique | |
| CN207363251U (en) | A kind of track-type facilities for being used to control the pitched roof gradient and thickness | |
| CN105201204B (en) | A kind of method and structure of rotten when preventing pouring reinforcement concrete column suspension column | |
| CN103615063A (en) | Construction method for pouring pitched roof concrete and steel bar structure used in method | |
| CN105401723A (en) | Detachable cyclic utilization device controlling floating of light block filling internal mold | |
| CN104164951A (en) | Stair rest platform and construction method thereof | |
| CN103161298B (en) | Large-area concrete ground preparation method | |
| CN108571166A (en) | A kind of deformation joint formwork construction method | |
| CN204456671U (en) | Cast-in-place concrete structure floor bar thickness of slab Comprehensive Control part | |
| CN203640278U (en) | Stair construction die shelf | |
| CN104153296A (en) | Method for increasing bridge deck pavement flatness and comb-shaped form board used by same | |
| CN205476487U (en) | Dismantled cyclic utilization device of centre form come -up is packed to control light block | |
| CN204418691U (en) | A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus | |
| CN205077686U (en) | Close girt strip board construction structures based on -in -place mould |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140312 |
|
| RJ01 | Rejection of invention patent application after publication |