CN106032702B - A kind of self-balancing monoblock type template assembly structure of reinforced beam - Google Patents
A kind of self-balancing monoblock type template assembly structure of reinforced beam Download PDFInfo
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- CN106032702B CN106032702B CN201510755822.5A CN201510755822A CN106032702B CN 106032702 B CN106032702 B CN 106032702B CN 201510755822 A CN201510755822 A CN 201510755822A CN 106032702 B CN106032702 B CN 106032702B
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Abstract
The invention discloses a kind of self-balancing monoblock type template assembly structures of reinforced beam, it is connected and fixed the stirrup to be formed in length and breadth by several skeleton reinforcing steel bars including several, each stirrup is set parallel to each other in the horizontal direction, it is additionally provided with and is connected with each stirrup to constitute several vertical reinforcing bars of steel reinforcement cage, it is equipped with template positioned at the both sides of steel reinforcement cage and bottom, each template is fixed by the end of each skeleton reinforcing steel bar.The self-balancing monoblock type template assembly structure of this reinforced beam forms steel reinforcement cage by several stirrups and vertical reinforcing bar, and the end by forming the skeleton reinforcing steel bar of the stirrup of steel reinforcement cage passes through the template of both sides and bottom to be fixed, positioned at the template of side and bottom respectively fix after formed with self-balancing performance monoblock type template assembly structure, lifting to construction site is constructed after the completion of facilitating assembly, this lightweight construction and lifting be easy, site operation flow can be simplified, and the good integrity of structure, the invention are used for the realm of building construction.
Description
Technical field
The present invention relates to the realm of building construction, are spelled more particularly to a kind of self-balancing monoblock type template of reinforced beam
Assembling structure.
Background technology
When normal reinforced concrete beam is constructed at the scene, the support template first around beam section, then bind beam longitudinal direction steel
Muscle and stirrup form steel reinforcement cage, and after-pouring concrete after concrete setting and reaching some strength requirement, then removes beam section
The template of surrounding completes the making of reinforced beam.
The site operation step of normal reinforced concrete beam is more, and flow is complicated, and site operation is long in time limit.Tradition is precast reinforced
Beams of concrete completes above-mentioned steps in factory, and completely prefabricated reinforced beam is transported to after construction site, then hangs
The weight of dress installation, transport and lifting installation is larger, and the connecting structure between prefabricated components is complicated, and the globality of structure is owed
It is good.
Invention content
To solve the above problems, the present invention provide it is a kind of can it is assembled after the completion of construction is rapidly completed by concreting
The self-balancing monoblock type template assembly structure of reinforced beam.
The technical solution adopted by the present invention to solve the technical problems is：
A kind of self-balancing monoblock type template assembly structure of reinforced beam, including several pass through several skeleton steel flaccidities of tendon and muscle
Horizontal to be connected and fixed the stirrup to be formed, each stirrup is set parallel to each other in the horizontal direction, is additionally provided with and is connected to constitute with each stirrup
Several vertical reinforcing bars of steel reinforcement cage are equipped with template positioned at the both sides of steel reinforcement cage and bottom, and each template passes through each skeleton reinforcing steel bar
End is fixed.
It is further used as the improvement of technical solution of the present invention, the top of vertically arranged each skeleton reinforcing steel bar is higher than the mould of both sides
Plate is connected with auxiliary bar item between the end higher than the vertically arranged skeleton reinforcing steel bar of template.
It is further used as the improvement of technical solution of the present invention, each stirrup further includes the another plus hoop between being overlapped on each skeleton reinforcing steel bar
Muscle separately adds stirrup circle, and each that stirrup is separately added to be the reinforcing rod being overlapped in length and breadth between skeleton reinforcing steel bar, another plus stirrup circle is for one by steel
Steel ring made of muscle bending, steel ring and the dislocation fixation of each skeleton reinforcing steel bar, steel ring or reinforcing rod and each skeleton reinforcing steel bar
Tie point passes through welding or banding fixed.
Be further used as the improvement of technical solution of the present invention, each stirrup include one be located above stirrup and with two side templates
The mobile face skeleton reinforcing steel bar being fixedly connected with, the upside for being located at each mobile face skeleton reinforcing steel bar are equipped with several bearing movable surface steel
Muscle.
It is further used as the improvement of technical solution of the present invention, is additionally provided between two adjacent stirrups and several is parallel to stirrup plane
And the auxiliary stirrup being all connected with each vertical reinforcing bar.
It is further used as the improvement of technical solution of the present invention, the connecting pin end for being fixedly connected with the skeleton reinforcing steel bar of each template is equal
Equipped with external screw thread, skeleton reinforcing steel bar passes through and sets female be bolted on the outside of template and template.
It is further used as the improvement of technical solution of the present invention, shaped steel of putting more energy into, shaped steel of putting more energy into are equipped between two adjacent templates
Two adjacent templates are close in both sides respectively, and bolt, which passes through, puts more energy into shaped steel and template is connect with the external screw thread of skeleton reinforcing steel bar end.
Be further used as the improvement of technical solution of the present invention, template be after the completion of concreting with inner concrete knot
Conjunction forms beams of concrete.
It is further used as the improvement of technical solution of the present invention, the top of two side templates is equipped with floor bearing shaped steel, floor branch
Seat shaped steel is equipped at least one block steel plate that is parallel and being tightly attached to soffit.
Beneficial effects of the present invention：The self-balancing monoblock type template assembly structure of this reinforced beam passes through several stirrups
Steel reinforcement cage is formed with vertical reinforcing bar, and passes through the mould of both sides and bottom by forming the end of the skeleton reinforcing steel bar of the stirrup of steel reinforcement cage
Plate is fixed, be located at side and bottom template fix respectively after form the monoblock type template assembly knot with self-balancing performance
Structure facilitates to lift to construction site after the completion of assembly and construct, this lightweight construction and lifting is easy, and can simplify site operation
Flow, and the good integrity of structure.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is overall structure vertical view of the embodiment of the present invention；
Fig. 2 is overall structure side view of the embodiment of the present invention；
Fig. 3 is main-vision surface sectional view of the embodiment of the present invention.
Specific implementation mode
Referring to Fig.1~Fig. 3, the present invention are a kind of self-balancing monoblock type template assembly structure of reinforced beam, including
Several to be connected and fixed the stirrup 4 to be formed in length and breadth by several skeleton reinforcing steel bars 41, each stirrup 4 is set parallel to each other in the horizontal direction,
It is additionally provided with and is connected with each stirrup 4 to constitute several vertical reinforcing bars 3 of steel reinforcement cage, be equipped with positioned at the both sides of steel reinforcement cage and bottom
Template 1, each template 1 are fixed by the end of each skeleton reinforcing steel bar 41.
The self-balancing monoblock type template assembly structure of this reinforced beam is made up of several stirrups 4 and vertical reinforcing bar 3
Steel reinforcement cage, and the end by forming the skeleton reinforcing steel bar 41 of the stirrup 4 of steel reinforcement cage passes through the template 1 of both sides and bottom to be consolidated
It is fixed, be located at side and bottom template 1 fix respectively after form the monoblock type template assembly structure with self-balancing performance, it is convenient
Lifting to construction site is constructed after the completion of assembled, this lightweight construction and lifting is easy, and can simplify site operation flow, and
The good integrity of structure.
As the preferred embodiment of the present invention, the top of vertically arranged each skeleton reinforcing steel bar 41 is higher than the template 1 of both sides,
It is connected with auxiliary bar item 42 between end higher than the vertically arranged skeleton reinforcing steel bar 41 of template 1.
After the fixation of template 1 of steel reinforcement cage and both sides and bottom forms self-balance structure, pass through the top of self-balance structure
Reinforced beam can be formed by pouring into concrete.The skeleton reinforcing steel bar 41 for forming reinforced beam top exposes armored concrete
The upper surface of beam, and connected by auxiliary bar item 42,41 part of skeleton reinforcing steel bar of exposing and auxiliary bar item 42 facilitate the later stage
It is connected with other structures, is conducive to improve integral strength and shock resistance.
As the preferred embodiment of the present invention, each stirrup 4 further includes the another plus stirrup between being overlapped on each skeleton reinforcing steel bar 41
Or separately add stirrup circle, each that stirrup is separately added to be the reinforcing rod being overlapped in length and breadth between skeleton reinforcing steel bar 41, another plus stirrup circle is for one by steel
Steel ring made of muscle bending, steel ring and the dislocation fixation of each skeleton reinforcing steel bar 41, steel ring or reinforcing rod and each skeleton reinforcing steel bar
41 tie point passes through welding or banding fixed.
The difference that width is made according to reinforced concrete wall can be set up on each stirrup 4 and separately add stirrup and another plus stirrup circle
To enhance the intensity of each stirrup 4.
As the preferred embodiment of the present invention, each stirrup 4 includes one positioned at 4 top of stirrup and equal with two side templates 1
The mobile face skeleton reinforcing steel bar 43 being fixedly connected, the upside for being located at each mobile face skeleton reinforcing steel bar 43 are equipped with several bearing movable surface steel
Muscle 6.
As the preferred embodiment of the present invention, be additionally provided between two adjacent stirrups 4 it is several be parallel to 4 plane of stirrup and with
The auxiliary stirrup 7 that each vertical reinforcing bar 3 is all connected with.
Auxiliary stirrup 7 is arranged at intervals between adjacent stirrup 4, it is each assist stirrup 4 include several overlap joints in length and breadth and with
The steel ring vertical reinforcing bar 3 connected reinforcing rod or be looped around outside vertical reinforcing bar 3, can reinforcing steel bar basket structure it is whole strong
Degree.
As the preferred embodiment of the present invention, the connecting pin end for being fixedly connected with the skeleton reinforcing steel bar 41 of each template 1 is all provided with
There are external screw thread, skeleton reinforcing steel bar 41 to pass through template 1 to set female bolt 5 with 1 outside of template and connect.
Screw hole can be set in template 1, and internal thread is arranged in bolt 5, and screw hole is passed through to realize the spiral shell with 41 end of skeleton reinforcing steel bar
Line is fixedly connected.By from outside adjustment bolt 5, can adjust the degree that is connected firmly of template 1 so that monoblock type template reach compared with
Good connectivity robustness.
As the preferred embodiment of the present invention, shaped steel 2 of putting more energy into, the both sides for shaped steel 2 of putting more energy into are equipped between two adjacent templates 1
It is close to two adjacent templates 1 respectively, bolt 5, which passes through, puts more energy into shaped steel 2 and template 1 is connect with the external screw thread of 41 end of skeleton reinforcing steel bar.
As the preferred embodiment of the present invention, template 1 be after the completion of concreting with inner concrete combination shape
At beams of concrete.
As the preferred embodiment of the present invention, the top of two side templates 1 is equipped with floor bearing shaped steel 8, floor support type
Steel 8 is equipped at least one block steel plate that is parallel and being tightly attached to soffit.
Shaped steel 2 of putting more energy into is arranged between two adjacent templates 1, and is fixedly connected with the template of both sides 1, may make monoblock type
Template forms an entirety sealed around, prevents concrete in concreting process from revealing, meanwhile, monoblock type mould can be enhanced
The connectivity robustness of plate.
Template 1 is permanent shuttering, is combined as a whole with concrete after the completion of concreting, does not have to remove, can save
Working procedure.
Certainly, the invention is not limited to the above embodiment, and those skilled in the art are without prejudice to originally
Equivalent variations or replacement can be also made under the premise of spirit, these equivalent modifications or replacement are all contained in the application right
It is required that in limited range.
Claims (7)
1. a kind of self-balancing monoblock type template assembly structure of reinforced beam, it is characterised in that：Including several by several
Skeleton reinforcing steel bar (41) is connected and fixed the stirrup to be formed (4) in length and breadth, and each stirrup (4) is set parallel to each other in the horizontal direction, separately
Equipped with being connected with each stirrup (4) to constitute several vertical reinforcing bars (3) of steel reinforcement cage, be located at the steel reinforcement cage both sides and
Bottom is equipped with template (1), and each template (1) is fixed by the end of each skeleton reinforcing steel bar (41), and the template (1) is in coagulation
Soil is combined to form beams of concrete with inner concrete after the completion of pouring, and is fixedly connected with the skeleton reinforcing steel bar (41) of each template (1)
Connecting pin end be equipped with external screw thread, it is female that the skeleton reinforcing steel bar (41) passes through template (1) to be set with template (1) outside
Bolt (5) connects.
2. the self-balancing monoblock type template assembly structure of reinforced beam according to claim 1, it is characterised in that：It is perpendicular
It is higher than the template (1) of both sides to the top of each skeleton reinforcing steel bar (41) of setting, it is vertically arranged higher than the template (1)
Auxiliary bar item (42) is connected between the end of skeleton reinforcing steel bar (41).
3. the self-balancing monoblock type template assembly structure of reinforced beam according to claim 2, it is characterised in that：Respectively
The stirrup (4) further includes the another plus stirrup or another plus stirrup circle between being overlapped on each skeleton reinforcing steel bar (41), each described another plus hoop
Muscle is the reinforcing rod being overlapped in length and breadth between skeleton reinforcing steel bar (41), reinforcing bar made of the another plus stirrup circle is bent for one by reinforcing bar
Circle, the steel ring and each skeleton reinforcing steel bar (41) dislocation fixation, the steel ring or reinforcing rod and each skeleton reinforcing steel bar (41)
Tie point passes through welding or banding fixed.
4. the self-balancing monoblock type template assembly structure of reinforced beam according to claim 2, it is characterised in that：Respectively
The stirrup (4) includes a mobile face skeleton reinforcing steel bar for being located at stirrup (4) top and being fixedly connected with two side templates (1)
(43), the upside for being located at each mobile face skeleton reinforcing steel bar (43) is equipped with several bearing movable surface reinforcing bars (6).
5. the self-balancing monoblock type template assembly structure of the reinforced beam according to any one of Claims 1 to 4,
It is characterized in that：Be additionally provided between the two adjacent stirrups (4) it is several be parallel to stirrup (4) plane and with each vertical reinforcing bar (3)
The auxiliary stirrup (7) being all connected with.
6. the self-balancing monoblock type template assembly structure of reinforced beam according to claim 1, it is characterised in that：Two
Shaped steel (2) of putting more energy into is equipped between adjacent template (1), two adjacent templates (1) are close in the both sides of the shaped steel of putting more energy into (2) respectively,
The bolt (5), which passes through, puts more energy into shaped steel (2) and template (1) is connect with the external screw thread of skeleton reinforcing steel bar (41) end.
7. the self-balancing monoblock type template assembly structure of reinforced beam according to claim 1, it is characterised in that：Two
The top of template described in side (1) is equipped with floor bearing shaped steel (8), and the floor bearing shaped steel (8) is flat equipped at least one piece
Row and the steel plate for being tightly attached to soffit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510755822.5A CN106032702B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510755822.5A CN106032702B (en) | 2015-11-06 | 2015-11-06 | A kind of self-balancing monoblock type template assembly structure of reinforced beam |
Publications (2)
| Publication Number | Publication Date |
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| CN106032702A CN106032702A (en) | 2016-10-19 |
| CN106032702B true CN106032702B (en) | 2018-09-25 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460993A (en) * | 2017-07-03 | 2017-12-12 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam for building industrialization |
| CN107471423A (en) * | 2017-07-03 | 2017-12-15 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced beam cavity |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| US7143554B2 (en) * | 2000-08-15 | 2006-12-05 | Sachs Melvin H | Composite column and beam framing members for building construction |
| JP2002227295A (en) * | 2001-01-29 | 2002-08-14 | Matsumura Gumi Corp | Thin outer shell-like structure precast beam and beam constructing method |
| CN101565986A (en) * | 2008-04-22 | 2009-10-28 | 张大长 | U-shaped precast concrete shell with inner ribs and manufacture method thereof |
| CN102444203B (en) * | 2011-09-15 | 2013-06-19 | 浙江城建建设集团有限公司 | High-altitude long-span overhanging corridor type reinforced concrete structure and construction method |
| CN103114681B (en) * | 2013-03-05 | 2016-06-01 | 中国建筑第八工程局有限公司 | High-altitude long-span reinforced concrete beam treat pouring structure |
| CN205153536U (en) * | 2015-11-06 | 2016-04-13 | 广州容联建筑科技有限公司 | Structure is assembled to self -balancing integral template of reinforced concrete roof beam |
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