CN211114814U - Reinforced concrete beam reinforcing template - Google Patents
Reinforced concrete beam reinforcing template Download PDFInfo
- Publication number
- CN211114814U CN211114814U CN201921892681.1U CN201921892681U CN211114814U CN 211114814 U CN211114814 U CN 211114814U CN 201921892681 U CN201921892681 U CN 201921892681U CN 211114814 U CN211114814 U CN 211114814U
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- concrete beam
- template
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- reinforced concrete
- reinforcing
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Abstract
The utility model discloses a reinforced concrete roof beam reinforced formwork, including the concrete beam, the below of concrete beam is provided with the reinforcement template, and consolidates the template and include bottom plate, side shield and inner formword, and is two sets of the side shield sets up the position that is close to both sides at the upper end surface of bottom plate, and is two sets of the inner formword sets up the inboard at two sets of side shields, be provided with coupling spring between side shield and the inner formword, the lower extreme intermediate position department of consolidating the template is provided with the jack, and the inside of jack runs through and is provided with the ejector pin, the top and the bottom plate fixed connection of ejector pin. The utility model has the advantages that: the reinforcing template that sets up is used when being used for filling the concrete reinforcement to reinforced concrete beam bottom, and the space size of consolidating the template simultaneously can be adjusted according to the width of reinforced concrete beam, can use when reinforcing the reinforced concrete beam to different widths.
Description
Technical Field
The utility model relates to a consolidate the template, specifically be a reinforced concrete roof beam consolidates template belongs to building auxiliary assembly application technical field.
Background
In order to guarantee the firm in house, consolidate the house reinforced concrete roof beam and improve the fastness in house after certain age after the housing construction completion, can carry out the chisel hair processing to reinforced concrete roof beam bottom surface when consolidating the reinforced concrete roof beam in house, later pour new concrete layer in reinforced concrete roof beam bottom surface and consolidate, thereby pour new concrete layer in reinforced concrete roof beam bottom end for the convenience of constructor, also combine into an organic whole with reinforced concrete roof beam for making new concrete layer more firm and set up a reinforced concrete roof beam reinforcement template.
SUMMERY OF THE UTILITY MODEL
The purpose of the utility model can be realized by the following technical scheme: the utility model provides a reinforced concrete roof beam reinforced formwork, includes the concrete roof beam, the below of concrete roof beam is provided with the reinforced formwork, and the reinforced formwork includes bottom plate, side shield and inner formword, and is two sets of the side shield sets up the position that is close to both sides at the upper end surface of bottom plate, and is two sets of the inner formword sets up the inboard at two sets of side shields, be provided with coupling spring between side shield and the inner formword, the lower extreme intermediate position department of reinforced formwork is provided with the jack, and the inside of jack runs through and is provided with the ejector pin, the top and the bottom plate fixed connection of ejector pin.
Preferably, the outer surfaces of the front ends of the side baffle and the inner template are provided with scales.
Preferably, the bottom end of the inner template is provided with a rubber pad.
Preferably, the front end of consolidating the template is provided with the scaffold frame, and the scaffold frame includes branch and walkways board, and is two sets of branch sets up respectively in the position that the lower extreme surface of concrete beam is close to both sides, and walkways board sets up between two sets of branches.
Preferably, the front end of scaffold frame is provided with the cat ladder, and the cat ladder includes climbs frame and step tread board, climb the frame and set up the front end at branch, and climb frame and concrete beam fixed connection, the step tread board sets up the inboard at climbing the frame.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the reinforcing template that sets up comprises bottom plate, side shield and inner formword, the lower extreme of reinforcing template has set up the jack simultaneously, the ejector pin in the jack upwards rises and to jack the reinforcing template to the lower extreme of concrete beam, the bottom plate is in the bottom of concrete beam simultaneously, two sets of inner formword are respectively at the both sides face of concrete beam, it can to pour new concrete layer in the space between bottom plate and concrete beam bottom after jacking the reinforcing template to suitable position, the bottom plate of reinforcing template holds the bottom on new concrete layer and solidifies and form an organic whole with the concrete beam until new concrete layer, thereby the reinforcing template that sets up is convenient for constructor to pour new concrete layer at reinforced concrete beam bottom, also make new concrete layer more firm and combine into an organic whole with reinforced concrete beam.
2. Through connecting spring coupling between the interior sheathing in the reinforcement template and the side shield, connecting spring can stretch out the shrink to two sets of interior sheathing can move to both sides in two sets of side shields, can adjust the distance between two sets of interior sheathing, can use when reinforcing the reinforced concrete roof beam of different width.
3. The side shield of consolidating the template all has set up the graduation apparatus with the front end of inner formword, can be convenient for constructor through controlling the jack and will consolidate the template top and stretch the suitable position of concrete beam lower extreme according to the graduation apparatus, make the space height between the bottom plate of consolidating the template and the concrete beam bottom the same with the new concrete layer's that will pour thickness, thereby the graduation apparatus that sets up is convenient for constructor accurate assurance newly-poured concrete layer's thickness, the condition of avoiding newly-poured concrete layer to be too thin can't play the reinforcement effect takes place.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is the utility model discloses a reinforcing template and concrete beam's combined view.
Fig. 3 is an enlarged view of the reinforcing template of the present invention.
Fig. 4 is an enlarged view of the present invention at a in fig. 3.
Fig. 5 is a schematic view of the connection spring in the original state in which two sets of inner formworks are combined.
In the figure: 1. a concrete beam; 2. reinforcing the template; 201. a base plate; 202. a side dam; 203. an inner template; 204. a connecting spring; 205. a dial gauge; 206. a rubber pad; 3. a jack; 301. a top rod; 4. a scaffold; 401. a strut; 402. a walkway plate; 5. climbing a ladder; 501. climbing a frame; 502. a pedal plate.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-5, a reinforced concrete beam reinforcing template comprises a concrete beam 1, a reinforcing template 2 is arranged below the concrete beam 1, the reinforcing template 2 comprises a bottom plate 201, side baffles 202 and inner templates 203, two sets of side baffles 202 are arranged at positions close to two sides of the outer surface of the upper end of the bottom plate 201, the side baffles 202 and the bottom plate 201 are integrally formed, two sets of inner templates 203 are arranged at the inner sides of the two sets of side baffles 202, the inner templates 203 are movably connected with the side baffles 202 through connecting springs 204, connecting springs 204 are arranged between the side baffles 202 and the inner templates 203, the inner templates 203 are movably connected with the side baffles 202 through the connecting springs 204, the connecting springs 204 can contract and expand to drive the inner templates 203 to move left and right, a jack 3 is arranged at the middle position of the lower end of the reinforcing template 2, the jack 3 is arranged on the ground, and an ejector rod 301 penetrates through the inner portion of the, the top end of the ejector rod 301 is fixedly connected with the bottom plate 201, and when the jack 3 operates, the ejector rod 301 can drive the reinforcing template 2 to lift upwards so that the reinforcing template 2 rises to the lower end of the concrete beam 1.
As a technical optimization scheme of the utility model, the front end surface of side shield 202 and interior template 203 all is provided with graduation apparatus 205.
As a technical optimization scheme of the utility model, the bottom of interior template 203 is provided with rubber pad 206, and rubber pad 206 can make and produce the friction between the bottom of interior template 203 and the bottom plate 201 of reinforcing template 2, reduces the degree of skidding between interior template 203 bottom and the bottom plate 201.
As a technical optimization scheme of the utility model, the front end of reinforcing template 2 is provided with scaffold 4, and scaffold 4 includes branch 401 and walks guidance tape 402, and two sets of branch 401 set up respectively in the position that the lower extreme surface of concrete beam 1 is close to both sides, and walks guidance tape 402 and set up between two sets of branch 401.
As a technical optimization scheme, the front end of scaffold frame 4 is provided with cat ladder 5, and cat ladder 5 includes climbing frame 501 and step tread 502, and climbing frame 501 sets up the front end at branch 401, and climbs frame 501 and concrete beam 1 fixed connection, and step tread 502 sets up the inboard at climbing frame 501, can climb to scaffold frame 4's pavement board 402 through climbing cat ladder 5 step tread 502 on, the staff stands and can be convenient for pour new concrete layer on pavement board 402.
When the utility model is used, firstly, a constructor controls the jack 3 to make the mandril 301 jack up to jack the reinforcing template 2 to the lower end of the concrete beam 1, simultaneously, the constructor pushes away the mandril 301 arranged by pushing the two groups of inner templates 203 to the two opposite sides to jack the reinforcing template 2 up again to make the two groups of inner templates 203 respectively clamped at the two sides of the concrete beam 1, when jacking the reinforcing template 2 again, the constructor can jack the reinforcing template 2 to a proper position by the jack 3 according to the graduation marks 205 at the front ends of the side baffle 202 and the inner templates 203, thereby making the space height between the bottom plate 201 of the reinforcing template 2 and the bottom end of the concrete beam 1 be the same as the thickness of a new concrete layer to be poured, secondly, the constructor climbs the walkway plate 402 of the ladder stand 5 to the walkway plate 402, the constructor can pour the new concrete layer to the space between the bottom plate 201 and the bottom end of the concrete beam 1, the bottom 201 of reinforcing template 2 holds in the palm the bottom on new concrete layer and solidifies and form an organic whole with concrete beam 1 until new concrete layer, and new concrete layer solidifies and forms an organic whole with concrete beam 1 after will reinforce template 2 and dismantle can.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not exhaustive and do not limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (5)
1. The reinforced concrete beam reinforcing template comprises a concrete beam (1), and is characterized in that a reinforcing template (2) is arranged below the concrete beam (1), the reinforcing template (2) comprises a bottom plate (201), side baffles (202) and inner templates (203), the two groups of side baffles (202) are arranged on the outer surface of the upper end of the bottom plate (201) and close to the two sides, and the two groups of inner templates (203) are arranged on the inner sides of the two groups of side baffles (202);
a connecting spring (204) is arranged between the side baffle (202) and the inner template (203);
the reinforcing template is characterized in that a jack (3) is arranged in the middle of the lower end of the reinforcing template (2), a mandril (301) penetrates through the jack (3), and the top end of the mandril (301) is fixedly connected with the bottom plate (201).
2. A reinforced concrete beam reinforced form as claimed in claim 1, wherein the side dams (202) and the inner form (203) are provided with graduations (205) on their outer surfaces at the front ends.
3. A reinforced concrete beam reinforcing formwork according to claim 1, wherein the bottom end of the inner formwork (203) is provided with a rubber pad (206).
4. A reinforced concrete beam reinforced form as claimed in claim 1, wherein a scaffold (4) is provided at a front end of the reinforced form (2), and the scaffold (4) comprises struts (401) and walkway plates (402), two sets of the struts (401) are respectively provided at positions near both sides of an outer surface of a lower end of the concrete beam (1), and the walkway plates (402) are provided between the two sets of the struts (401).
5. A reinforced concrete beam reinforcing formwork according to claim 4, wherein the front end of the scaffold (4) is provided with a ladder (5), and the ladder (5) comprises a climbing frame (501) and a pedal plate (502), the climbing frame (501) is arranged at the front end of the supporting rod (401), and the climbing frame (501) is fixedly connected with the concrete beam (1), and the pedal plate (502) is arranged at the inner side of the climbing frame (501).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921892681.1U CN211114814U (en) | 2019-11-05 | 2019-11-05 | Reinforced concrete beam reinforcing template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921892681.1U CN211114814U (en) | 2019-11-05 | 2019-11-05 | Reinforced concrete beam reinforcing template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114814U true CN211114814U (en) | 2020-07-28 |
Family
ID=71703267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921892681.1U Expired - Fee Related CN211114814U (en) | 2019-11-05 | 2019-11-05 | Reinforced concrete beam reinforcing template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114814U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827712A (en) * | 2020-07-30 | 2020-10-27 | 戴维 | Assembled concrete truss building structure reinforcing equipment |
| CN115288437A (en) * | 2022-07-29 | 2022-11-04 | 滕州建工建设集团有限公司 | Template mounting structure is used in construction of urea prilling tower |
-
2019
- 2019-11-05 CN CN201921892681.1U patent/CN211114814U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827712A (en) * | 2020-07-30 | 2020-10-27 | 戴维 | Assembled concrete truss building structure reinforcing equipment |
| CN115288437A (en) * | 2022-07-29 | 2022-11-04 | 滕州建工建设集团有限公司 | Template mounting structure is used in construction of urea prilling tower |
| CN115288437B (en) * | 2022-07-29 | 2024-01-30 | 滕州建工建设集团有限公司 | Template mounting structure for urea prilling tower construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200728 Termination date: 20211105 |
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| CF01 | Termination of patent right due to non-payment of annual fee |