CN101570999A - Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof - Google Patents
Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof Download PDFInfo
- Publication number
- CN101570999A CN101570999A CNA2009101314753A CN200910131475A CN101570999A CN 101570999 A CN101570999 A CN 101570999A CN A2009101314753 A CNA2009101314753 A CN A2009101314753A CN 200910131475 A CN200910131475 A CN 200910131475A CN 101570999 A CN101570999 A CN 101570999A
- Authority
- CN
- China
- Prior art keywords
- bracing frame
- support
- plane
- protecting
- floor slab
- 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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a support frame for guaranteeing the thickness of a protective layer of a floor slab and a construction method thereof. The support frame comprises a bracket welded by a plurality of galvanized steel tubes on a plane as well as a plurality of supporting feet being vertical to the plane of the bracket; wherein, the supporting feet are supported on a floor slab template arranged at the bottom of the floor slab, and the lengths of the supporting feet can ensure the plane of the bracket to be higher than that of a surface reinforcing rib of the floor slab. The invention adopts the bracket with a structure of 'B'-shape of 'MU'-shape like a Chinese character in a creative way, so that the processing and construction are convenient. As the lengths of the supporting feet can ensure the plane of the bracket to be higher than that of the surface reinforcing rib of the floor slab, the surface reinforcing rib of the protective layer of the floor slab can be effectively protected, and the thickness of the protective layer of the floor slab is guaranteed. The invention also creatively provides the construction method for manufacturing and installing the support frame, thus well controlling and improving the construction quality.
Description
Technical field
The present invention relates to a kind of setting bracket that guarantees the concrete floor protective layer thickness, particularly a kind of can effectively guarantee concrete pouring after, the bracing frame that the protective layer thickness of floor still keeps.The invention still further relates to the job practices of above-mentioned bracing frame.
Background technology
At present, buildings in general all adopts reinforced concrete floor, and the structure of its topping is for setting up the upper reinforcement (gluten) and the lower rebar (end muscle) of configuration in length and breadth on slab form.In order to protect these glutens and end muscle not to be destroyed; the patent No. is that 200720127870.0 document discloses a kind of concrete floor reinforced bar support device; described eyelid retractor is arranged in the reinforced concrete floor; its upper support district is supported on the below of the upper reinforcement in the floor, and its underpart feet is supported on the slab form of floor slab bottoms.The inventor finds, though the end muscle that above-mentioned technology can reasonable protection protective layer of floor slab, have following shortcoming: 1, structure is complicated, and processing and installing is all relatively wasted time and energy; 2, because this eyelid retractor is positioned at the below of gluten, therefore when staff's assembling reinforcement and fluid concrete, be difficult to avoid artificial trampling to cause the bending of floor gluten, so the gluten of protective layer of floor slab is difficult to be protected.
Summary of the invention
Goal of the invention of the present invention provides a kind of bracing frame that guarantees thickness of protective layer of floor slab, and enough protections is provided for the gluten of protective layer of floor slab.
Another object of the present invention provides the job practices that can fully guarantee construction quality of above-mentioned bracing frame, with best realization first goal of the invention of the present invention.
Technical scheme of the present invention is: a kind of bracing frame of protecting the concrete floor topping; comprise the support that the several coating steel pipes on the plane are welded; and most with the vertical feet in plane, described support place; wherein; described feet is supported on the slab form of floor slab bottoms, and the length of described feet is enough to guarantee that plane, described support place is higher than the plane at floor gluten place.Therefore, when staff's assembling reinforcement and fluid concrete, what trample is bracing frame of the present invention, and the gluten of bracing frame below has then obtained good protection.
Described support is made of 5 steel pipes on the plane, and the support that these 5 steel pipes constitute is that a plane is " day " word, and described feet is 6; Or 6 steel pipes on plane, the support that 6 steel pipes constitute is the support of a plane " order " font, described feet is 8; The support of this shape has processes and transports all advantage very easily.
Described feet is separately fixed at the tie point place between described steel pipe and the steel pipe.This structure not only simply but also practical.
Support frame as described above also comprises some bundle silks, is used for fixedlying connected with the gluten of protective layer of floor slab.
The steel pipe that the support of support frame as described above adopts is the coating steel pipe of diameter 2.5cm, and it is the reinforcing bar of 12mm that the feet of support frame as described above adopts diameter.
A kind of job practices of protecting the concrete floor topping comprises preparation bracing frame technology and bracing frame technology is installed.
Above-mentioned preparation bracing frame technology comprises the steps:
(1) calculates bracing frame each several part size according to building design drawing;
(2) size is confirmed;
(3) material purchases and the examination of marching into the arena;
(4) adopt Abrasive cutting off machine to carry out blanking processing;
(5) adopt the electric welding machine manual welding between each node;
(6) carry out dimension control with the standard of each several part permissible variation in dimension ± 5mm.
Above-mentioned installation bracing frame technology comprises the steps:
(7) after the reinforcing bar binding for the treatment of protective layer of floor slab finishes, the bracing frame of handling to the job site is placed on the slab form that ties reinforcing bar, from the about 300mm of distance of primary and secondary beam;
(8) gluten of protective layer of floor slab is mentioned with pricking silk the galvanized pipe colligation on the support of itself and bracing frame is firm;
(9) treat the hidden examination of reinforcing bar after, build concrete immediately;
(10) untie the bundle silk before the concrete initial set, bracing frame is taken out;
(11) treat that this concreting finishes after, the concrete laitance above the bracing frame is cleaned out, hand over materialman to take good care of, for using next time.
Beneficial effect of the present invention is:
1, the creationary support that has adopted " day " or " order " font structure, processing and construction are all very convenient.
2, because the length of feet of the present invention is enough to guarantee that plane, described support place is higher than the plane at floor gluten place, therefore can effectively protect the gluten of protective layer of floor slab, guaranteed the thickness of protective layer of floor slab.
3, the creationary construction technology of making and above-mentioned bracing frame being installed of having invented makes construction quality obtain better controlled and raising.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the connection layout of floor gluten of the present invention and bracing frame;
Fig. 3 is a bracing frame manufacture craft flow chart of the present invention;
Fig. 4 is bracing frame flow of installation figure of the present invention.
Among the figure, 1, support; 2, feet; 3, floor face reinforcing bar; 4, prick silk.
The specific embodiment
Further specify the present invention below in conjunction with drawings and Examples:
As shown in Figure 1; a kind of bracing frame of protecting the concrete floor topping; comprise the support (1) that 5 coating steel pipes on the plane are welded; and; the support that these 5 coating steel pipes constitute is the support (1) that a plane is " day " font; and 6 feets (2) vertical with plane, described support place; described feet (2) is separately fixed at the tie point place between described steel pipe and the steel pipe; wherein; described feet is supported on the slab form of floor slab bottoms, and the length of described feet is enough to guarantee that plane, described support place is higher than the plane at floor gluten place.Therefore, when staff's assembling reinforcement and fluid concrete, what trample is bracing frame of the present invention, and the gluten of bracing frame below has then obtained good protection.
Support frame as described above also comprises some bundle silks (4), is used for fixedlying connected with the gluten (3) of protective layer of floor slab.
The steel pipe that the support of support frame as described above adopts is the coating steel pipe of diameter 2.5cm, and it is the reinforcing bar of 12mm that the feet of support frame as described above adopts diameter.
As shown in Figures 2 and 3, a kind of job practices of protecting the concrete floor topping comprises preparation bracing frame technology and bracing frame technology is installed.
Above-mentioned preparation bracing frame technology comprises the steps:
(1) calculates bracing frame each several part size according to building design drawing;
(2) size is confirmed;
(3) material purchases and the examination of marching into the arena;
(4) adopt Abrasive cutting off machine to carry out blanking processing;
(5) adopt the electric welding machine manual welding between each node;
(6) carry out dimension control with the standard of each several part permissible variation in dimension ± 5mm.
Above-mentioned installation bracing frame technology comprises the steps:
(7) after the reinforcing bar binding for the treatment of protective layer of floor slab finishes, the bracing frame of handling to the job site is placed on the slab form that ties reinforcing bar, from the about 300mm of distance of primary and secondary beam;
(8) gluten of protective layer of floor slab is mentioned with pricking silk the galvanized pipe colligation on the support of itself and bracing frame is firm;
(9) treat the hidden examination of reinforcing bar after, build concrete immediately;
(10) untie the bundle silk before the concrete initial set, bracing frame is taken out;
(11) treat that this concreting finishes after, the concrete laitance above the bracing frame is cleaned out, hand over materialman to take good care of, for using next time.
Though preferred embodiment of the present invention is disclosed with the purpose as illustration, it will be appreciated by those skilled in the art that various modifications, interpolation and replacement are possible, as long as it does not break away from the spirit and scope of the present invention that describe in detail in the claims.
Claims (10)
1, a kind of bracing frame of protecting the concrete floor topping; it is characterized in that: support frame as described above comprises the support that the several steel pipes on the plane are welded; and most with the vertical feet in plane, described support place; wherein; described feet is supported on the slab form of protective layer of floor slab bottom, and the length of described feet is enough to guarantee that plane, described support place is higher than plane, floor gluten place.
2, a kind of bracing frame of protecting the concrete floor topping according to claim 1; it is characterized in that: described support is made of 5 steel pipes that are positioned on the plane that are welded; and the support that these 5 steel pipes constitute is the support that a plane is " day " font.
3, a kind of bracing frame of protecting the concrete floor topping according to claim 1; it is characterized in that: described support is made of 6 steel pipes that are positioned on the plane that are welded; and the support that these 6 steel pipes constitute is the support that a plane is " order " font.
4, a kind of bracing frame of protecting the concrete floor topping according to claim 2, it is characterized in that: described feet is 6, is separately fixed at the tie point place between described steel pipe and the steel pipe.
5, a kind of bracing frame of protecting the concrete floor topping according to claim 3, it is characterized in that: described feet is 8.
6, a kind of bracing frame of protecting the concrete floor topping according to claim 1 and 2 is characterized in that: support frame as described above also comprises some bundle silks, is used for fixedlying connected with the gluten of protective layer of floor slab.
7, a kind of bracing frame of protecting the concrete floor topping according to claim 1 and 2; it is characterized in that: the steel pipe that the support of support frame as described above adopts is the coating steel pipe of diameter 1.5-3.5cm, and it is the reinforcing bar of 10-14mm that the feet of support frame as described above adopts diameter.
8, the described a kind of job practices of protecting the concrete floor topping of claim 1-7 is characterized in that: comprise preparation bracing frame technology and bracing frame technology is installed.
9, a kind of job practices of protecting the concrete floor topping according to claim 8 is characterized in that: described preparation bracing frame technology comprises the steps:
(1) calculates bracing frame each several part size according to building design drawing;
(2) size is confirmed;
(3) material purchases and the examination of marching into the arena;
(4) adopt Abrasive cutting off machine to carry out blanking processing;
(5) adopt the electric welding machine manual welding between each node;
(6) carry out dimension control with the standard of each several part permissible variation in dimension.
10, according to Claim 8 or 9 described a kind of job practicess of protecting the concrete floor topping, it is characterized in that: described installation bracing frame technology further comprises the steps:
(7) after the reinforcing bar binding for the treatment of protective layer of floor slab finishes, the bracing frame of handling to the job site is placed on the slab form that ties reinforcing bar, keeps distance from the primary and secondary beam;
(8) gluten of protective layer of floor slab is mentioned with pricking silk the tubing colligation on the support of itself and bracing frame is firm;
(9) treat the hidden examination of reinforcing bar after, build concrete immediately;
(10) untie the bundle silk before the concrete initial set, bracing frame is taken out;
(11) treat that this concreting finishes after, the concrete laitance above the bracing frame is cleaned out, hand over materialman to take good care of, for using next time; Make the support that the plane is " day " word or " order " font at last; Described feet is separately fixed at the tie point place between described steel pipe and the steel pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2009101314753A CN101570999A (en) | 2009-03-31 | 2009-03-31 | Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2009101314753A CN101570999A (en) | 2009-03-31 | 2009-03-31 | Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101570999A true CN101570999A (en) | 2009-11-04 |
Family
ID=41230462
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNA2009101314753A Pending CN101570999A (en) | 2009-03-31 | 2009-03-31 | Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101570999A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101787757A (en) * | 2010-02-11 | 2010-07-28 | 广东三穗建筑工程有限公司 | Floor slab construction process for fixing negative bending moment reinforcing steel bar by using steel pipe support frame and hoisting hook |
CN102635234A (en) * | 2012-04-25 | 2012-08-15 | 中国十七冶集团有限公司 | Construction method for controlling thickness of upper-layer steel bar protection layer and board thickness of floorboard |
CN103334589A (en) * | 2013-06-28 | 2013-10-02 | 浙江横店建筑工程有限公司 | Construction method for controlling thickness of protective layer for rebars on upper layer of floor with profile steel support |
CN103567709A (en) * | 2012-07-25 | 2014-02-12 | 昆山荣科钣金科技有限公司 | High-precision testing device frame manufacturing process |
CN103982007A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Recoverable and reusable combined floor reinforcing bar iron support |
CN104453247A (en) * | 2014-12-26 | 2015-03-25 | 中建八局第四建设有限公司 | Floor slab negative reinforcement support |
-
2009
- 2009-03-31 CN CNA2009101314753A patent/CN101570999A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101787757A (en) * | 2010-02-11 | 2010-07-28 | 广东三穗建筑工程有限公司 | Floor slab construction process for fixing negative bending moment reinforcing steel bar by using steel pipe support frame and hoisting hook |
CN102635234A (en) * | 2012-04-25 | 2012-08-15 | 中国十七冶集团有限公司 | Construction method for controlling thickness of upper-layer steel bar protection layer and board thickness of floorboard |
CN103567709A (en) * | 2012-07-25 | 2014-02-12 | 昆山荣科钣金科技有限公司 | High-precision testing device frame manufacturing process |
CN103334589A (en) * | 2013-06-28 | 2013-10-02 | 浙江横店建筑工程有限公司 | Construction method for controlling thickness of protective layer for rebars on upper layer of floor with profile steel support |
CN103982007A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Recoverable and reusable combined floor reinforcing bar iron support |
CN104453247A (en) * | 2014-12-26 | 2015-03-25 | 中建八局第四建设有限公司 | Floor slab negative reinforcement support |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101570999A (en) | Support frame for guaranteeing thickness of protective layer of floor slab and construction method thereof | |
CN105781104B (en) | A kind of top plate preformed hole construction mould and its construction method | |
CN105239775B (en) | A kind of reinforcement installation penetration quality dynamic control method for silo slip form construction | |
CN104863274B (en) | Building dilatation joint waterproof structure | |
TW577952B (en) | A cable renovation and intensification construction method used in reinforced concrete structure | |
CN105507476B (en) | Construction method of multi-arch roof | |
CN107327050B (en) | Disassembly-free basement exterior wall flanging unilateral formwork supporting device and construction method | |
CN208455910U (en) | Large-span hemispherical reinforced concrete dome structure and template system thereof | |
CN208534048U (en) | Thermometric Screw arbor with nut at both-ends for priming system and high radiation worker-house large volume concrete structural | |
CN111472537A (en) | Construction method for single-side formwork erection of external wall of basement with super-large floor height | |
CN106677533A (en) | Basement exterior wall single-side formwork supporting system and method | |
CN207277691U (en) | A kind of concrete column position apparatus for form | |
CN114482344A (en) | Cast-in-place concrete sandwich outer wall construction method capable of improving construction efficiency | |
CN102352690B (en) | Construction method of anti-floating locating system of cast-in-place concrete hollow floorslab steel tube | |
CN206319592U (en) | A kind of post-cast strip concrete side plugging structure | |
CN205476487U (en) | Dismantled cyclic utilization device of centre form come -up is packed to control light block | |
CN204510813U (en) | L-type cladding panel structure under a kind of novel frame Liang Liang | |
CN207686147U (en) | Floor and double steel bar protective layer thickness control device | |
CN106193120A (en) | Basement is encorbelmented, and base plate is inverse makees structure and construction method | |
CN216042629U (en) | Secondary masonry structure circle roof beam or constructional column unilateral formwork system | |
CN105544832A (en) | Shell roof and construction method thereof | |
CN106284372A (en) | The method for supporting of roof plate template during a kind of electric power ditch is integrated poured | |
CN213952981U (en) | Steel pipe supporting base of stair platform | |
CN209011421U (en) | A kind of reinforced spacer and waterproof sloping roof structure | |
CN203008239U (en) | Reinforcement steel protection layer cushion block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20091104 |