CN216810954U - Bottom gasket and reinforcing structure for supporting and reinforcing side span beam template - Google Patents
Bottom gasket and reinforcing structure for supporting and reinforcing side span beam template Download PDFInfo
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- CN216810954U CN216810954U CN202220418601.4U CN202220418601U CN216810954U CN 216810954 U CN216810954 U CN 216810954U CN 202220418601 U CN202220418601 U CN 202220418601U CN 216810954 U CN216810954 U CN 216810954U
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- vertical rod
- steel bar
- horizontal plate
- pole setting
- vertical
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- 230000003014 reinforcing effect Effects 0.000 title claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000009415 formwork Methods 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 8
- 239000007787 solid Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Abstract
The application discloses be used for boundary beam formwork to support reinforced (rfd) bottom gasket and reinforced structure, wherein the bottom gasket includes solid fixed shim, first pole setting fixed steel and second pole setting fixed steel, solid fixed shim is "L" type structure, solid fixed shim includes riser and horizontal plate, the one end of riser meets with the one end of horizontal plate, the riser is mutually perpendicular with the horizontal plate, first pole setting fixed steel and the fixed top that sets up in the horizontal plate of second pole setting fixed steel, the fixed steel of second pole setting is located the outside of first pole setting fixed steel, first pole setting fixed steel is mutually perpendicular with the horizontal plate, the slope setting of second pole setting fixed steel on the horizontal plate, the slope of department of meeting of second pole setting fixed steel towards riser and horizontal plate. This application can be solved and at present in the construction, has the problem of potential safety hazard when the boundary span roof beam outside form falls on structural floor.
Description
Technical Field
The application relates to appurtenance technical field for the construction, concretely relates to be used for reinforced (rfd) bottom gasket and reinforced structure of side span beam formwork support.
Background
In modern building construction, because of the position particularity of the side span beam, the reinforcing vertical rod of the template outside the beam is suspended outside a building and cannot fall on a structural floor slab, and a bent frame system is difficult to effectively reinforce.
In the construction process, one of the conventional methods is to directly connect the outer side outer protective frame, so that the problem that the vertical rod falls to the ground is solved, but the connection mode of the inner frame body and the outer frame body is not beneficial to construction safety, and great potential safety hazards exist; meanwhile, an outer side vertical rod steel pipe is changed into an inclined strut form, the steel pipe is directly and obliquely supported on a lower floor slab, no fixing measure is adopted between the bottom of the steel pipe and the floor slab, the steel pipe is easy to slide in construction, the support body is unstable, a beam side expansion die is slightly caused, a large amount of labor force is spent in later period in chiseling and repairing, and the safety accident of support body instability is seriously caused.
SUMMERY OF THE UTILITY MODEL
Therefore, the application provides a bottom gasket and reinforced structure for side span beam formwork support reinforcement to solve the problem that there is the potential safety hazard when side span beam outside formwork falls on structural floor slab in the construction at present.
In order to achieve the above purpose, the present application provides the following technical solutions:
the utility model provides a be used for limit stride roof beam template to support reinforced (rfd) bottom gasket, includes fixing gasket, first pole setting fixed steel bar and second pole setting fixed steel bar, the fixing gasket is "L" type structure, the fixing gasket includes riser and horizontal plate, the one end of riser meets with the one end of horizontal plate, riser and horizontal plate mutually perpendicular, first pole setting fixed steel bar sets up in the top of horizontal plate with the fixed steel bar of second pole setting is fixed, the fixed steel bar of second pole setting is located the outside of first pole setting fixed steel bar, first pole setting fixed steel bar is mutually perpendicular with the horizontal plate, the slope setting of second pole setting fixed steel bar is on the horizontal plate, the slope of department of meeting of second pole setting fixed steel bar towards riser and horizontal plate.
Preferably, the vertical plate and the horizontal plate which form the fixing gasket are the same in thickness and are both 5mm, the length and the width of the horizontal plate are both 20cm, the length of the vertical plate is 20cm, and the height of the vertical plate is 10 cm.
Preferably, the vertical plate and the horizontal plate are Q235 galvanized steel plates.
Preferably, the diameter of first pole setting fixed steel bar and second pole setting fixed steel bar is 20mm, the length of first pole setting fixed steel bar and second pole setting fixed steel bar is 10cm, and first pole setting fixed steel bar and second pole setting fixed steel bar are zinc-plated plain steel muscle.
Preferably, first pole setting fixed steel bar and second pole setting fixed steel bar all weld in the top of horizontal plate, the distance of first pole setting fixed steel bar and second pole setting fixed steel bar between the welding point of horizontal plate top is 10 cm.
Preferably, the second vertical rod fixing reinforcing steel bars and the horizontal plate form an included angle of 60 degrees.
Preferably, the first vertical rod fixing reinforcing steel bar and the second vertical rod fixing reinforcing steel bar are both positioned on the central line of the horizontal plate in the width direction.
The second aspect, a limit striding beam formwork support reinforced structure, including support, structural floor and bottom gasket, the support sets up on structural floor, the support includes a plurality of horizontal poles and a plurality of pole setting, the bottom gasket is pasted at structural floor upper surface and outside limit external corner position, and the die block and the side form pole setting of boundary beam overlap on first pole setting fixed steel bar and second pole setting fixed steel bar.
Compared with the prior art, the method has the following beneficial effects:
the invention improves the existing formwork support frame system at the bottom of the side span beam in the construction site, and adds a fixing measure at the bottom of the upright stanchion by using the novel fixing gasket on the basis of reinforcing the original outer side inclined strut upright stanchion to effectively fix the frame body and the floor slab, thereby being simple, effective and safe in structure; this novel reinforced bottom gasket is supported to side span roof beam template, the effectual roof beam of having solved consolidates the outside pole setting and falls to the ground in the difficulty of structure floor, compares with simple bracing pole setting now, through increasing a little solid shim, has not only guaranteed the straightness that hangs down of the perpendicular pole setting of boundary beam lower part support and the fixity of bracing pole setting, has still saved a large amount of manpowers, material resources and time and has removed installation and dismantlement, and can have enough to meet the need used repeatedly, has great use benefit.
Drawings
To more intuitively illustrate the prior art and the present application, several exemplary drawings are given below. It should be understood that the specific shapes, configurations and illustrations in the drawings are not to be construed as limiting, in general, the practice of the present application; for example, it is within the ability of those skilled in the art to make routine adjustments or further optimizations based on the technical concepts disclosed in the present application and the exemplary drawings, for the increase/decrease/attribution of certain units (components), specific shapes, positional relationships, connection manners, dimensional ratios, and the like.
FIG. 1 is a schematic structural view of a bottom gasket for edge-span beam form support reinforcement according to one embodiment of the present application;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a front view of FIG. 1;
FIG. 4 is a right side view of FIG. 1;
FIG. 5 is a diagram illustrating the use of a bottom gasket for edge-span beam form support reinforcement according to one embodiment of the present application;
description of reference numerals:
1-fixing a gasket; 11-a vertical plate; 12-a horizontal plate; 2-fixing the steel bar by the first vertical rod; 3-fixing the steel bars by the second vertical rods; 4-a scaffold; 41-a cross bar; 42-upright stanchion; 5-structural floor slab.
Detailed Description
The present application will be described in further detail below with reference to specific embodiments thereof, with reference to the accompanying drawings.
In the description of the present application: "plurality" means two or more unless otherwise specified. The terms "first", "second", "third", and the like in this application are intended to distinguish one referenced item from another without having a special meaning in technical connotation (e.g., should not be construed as emphasizing a degree or order of importance, etc.). The terms "comprising," "including," "having," and the like, are intended to be inclusive and mean "not limited to" (some elements, components, materials, steps, etc.).
In the present application, terms such as "upper", "lower", "left", "right", "middle", and the like are generally used for easy visual understanding with reference to the drawings, and are not intended to absolutely limit the positional relationship in an actual product. Changes in these relative positional relationships are also considered to be within the scope of the present disclosure without departing from the technical concepts disclosed in the present disclosure.
Referring to fig. 1 to 5, the bottom gasket for supporting and reinforcing the side span beam formwork provided by the embodiment of the application is independently developed through summary groping in an actual construction process, and a good effect is obtained in a field application process. The fixing gasket 1 is of an L-shaped structure, the fixing gasket 1 comprises a vertical plate 11 and a horizontal plate 12, one end of the vertical plate 11 is connected with one end of the horizontal plate 12, the vertical plate 11 is perpendicular to the horizontal plate, the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 are fixedly arranged at the top of the horizontal plate 12, the second vertical rod fixing steel bar 3 is located on the outer side of the first vertical rod fixing steel bar 2, the first vertical rod fixing steel bar 2 is perpendicular to the horizontal plate 12, the second vertical rod fixing steel bar 3 is arranged on the horizontal plate 12 in an inclined mode, and the second vertical rod fixing steel bar 3 inclines towards the connection position of the vertical plate 11 and the horizontal plate 12;
the vertical plate 11 and the horizontal plate 12 which form the fixing gasket 1 are the same in thickness and are both 5mm, the horizontal plate 12 is 20cm long and wide, the vertical plate 11 is 20cm long, and the vertical plate 11 is 10cm high;
the vertical plate 11 and the horizontal plate 12 are Q235 galvanized steel plates;
the diameters of the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 are both 20mm, the lengths of the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 are both 10cm, and the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 are both galvanized plain steel bars;
the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 are welded at the top of the horizontal plate 12, and the distance between the first vertical rod fixing steel bar 2 and the second vertical rod fixing steel bar 3 at the welding point at the top of the horizontal plate 12 is 10 cm;
the second vertical rod fixing steel bar 3 and the horizontal plate 12 form an included angle of 60 degrees;
the first upright rod fixing steel bar 2 and the second upright rod fixing steel bar 3 are both positioned on the central line of the horizontal plate 12 in the width direction;
a side span beam formwork support reinforced structure comprises a support 4 and a structural floor 5, wherein the support 4 is arranged on the structural floor 5, the support 4 comprises a plurality of cross rods 41 and a plurality of upright rods 42, a bottom gasket for supporting and reinforcing the side span beam formwork is attached to the upper surface and the outer side edge external corner of the structural floor 5, then a bottom die and a side die upright rod 42 of a side beam are sleeved on a first upright rod fixing steel bar 2 and a second upright rod fixing steel bar 3, and the upright rods 42, the fixing gasket 1 and the external corner of the structural floor 5 are mutually supported and fixed through downward pressing of upper load, so that the integrity of a frame body is ensured;
this side span roof beam formwork supports consolidates bottom gasket is according to the problem how fixed of on-the-spot side span roof beam bracing pole setting bottom for thinking the object, utilizes the novel reinforcement gasket that combination such as fixed gasket 1, first pole setting fixed reinforcement 2 and second pole setting fixed reinforcement 3 formed, and is significant in reality to solving side span roof beam formwork reinforcement effectively.
The present application has been described in considerable detail with reference to certain embodiments and examples thereof. It should be understood that several conventional adaptations or further innovations of these specific embodiments may also be made based on the technical idea of the present application; however, such conventional modifications and further innovations may also fall within the scope of the claims of the present application as long as they do not depart from the technical idea of the present application.
Claims (8)
1. The bottom gasket for supporting and reinforcing the side span beam formwork is characterized by comprising a fixed gasket (1), a first vertical rod fixed steel bar (2) and a second vertical rod fixed steel bar (3), wherein the fixed gasket (1) is of an L-shaped structure, the fixed gasket (1) comprises a vertical plate (11) and a horizontal plate (12), one end of the vertical plate (11) is connected with one end of the horizontal plate (12), the vertical plate (11) is perpendicular to the horizontal plate, the first vertical rod fixed steel bar (2) and the second vertical rod fixed steel bar (3) are fixedly arranged at the top of the horizontal plate (12), the second vertical rod fixed steel bar (3) is positioned at the outer side of the first vertical rod fixed steel bar (2), the first vertical rod fixed steel bar (2) is perpendicular to the horizontal plate (12), and the second vertical rod fixed steel bar (3) is obliquely arranged on the horizontal plate (12), the second vertical rod fixing reinforcing steel bars (3) incline towards the joint of the vertical plate (11) and the horizontal plate (12).
2. The bottom gasket for the side span beam formwork supporting and reinforcing is characterized in that the vertical plates (11) and the horizontal plates (12) forming the fixing gasket (1) are the same in thickness and are both 5mm, the horizontal plates (12) are both 20cm in length and width, the vertical plates (11) are 20cm in length, and the vertical plates (11) are 10cm in height.
3. The bottom gasket for edge-span beam formwork support reinforcement of claim 1, wherein the vertical (11) and horizontal (12) plates are Q235 galvanized steel.
4. The bottom gasket for supporting and reinforcing the side span beam formwork according to claim 1, wherein the diameters of the first vertical rod fixing steel bars (2) and the second vertical rod fixing steel bars (3) are both 20mm, the lengths of the first vertical rod fixing steel bars (2) and the second vertical rod fixing steel bars (3) are both 10cm, and the first vertical rod fixing steel bars (2) and the second vertical rod fixing steel bars (3) are galvanized plain steel bars.
5. The bottom gasket for the edge-span beam formwork supporting and reinforcing is characterized in that the first vertical rod fixing steel bar (2) and the second vertical rod fixing steel bar (3) are welded on the top of the horizontal plate (12), and the distance between the welding points of the first vertical rod fixing steel bar (2) and the second vertical rod fixing steel bar (3) on the top of the horizontal plate (12) is 10 cm.
6. The bottom gasket for the edge-span beam formwork support reinforcement of claim 1, characterized in that the second upright fixing rebar (3) forms an angle of 60 ° with the horizontal plate (12).
7. The bottom gasket for the edge-span beam formwork supporting and reinforcing as claimed in claim 1, wherein the first vertical rod fixing steel bar (2) and the second vertical rod fixing steel bar (3) are both positioned on the middle line of the horizontal plate (12) in the width direction.
8. The utility model provides a limit strides roof beam template supports reinforced structure, characterized in that, including support (4), structural floor (5) and claim 1 bottom gasket, support (4) set up on structural floor (5), support (4) include a plurality of horizontal poles (41) and a plurality of pole setting (42), the bottom gasket pastes on structural floor (5) upper surface and outside limit external corner position, and the die block and the side form pole setting (42) of boundary beam overlap on first pole setting fixed reinforcement (2) and second pole setting fixed reinforcement (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220418601.4U CN216810954U (en) | 2022-02-28 | 2022-02-28 | Bottom gasket and reinforcing structure for supporting and reinforcing side span beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220418601.4U CN216810954U (en) | 2022-02-28 | 2022-02-28 | Bottom gasket and reinforcing structure for supporting and reinforcing side span beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810954U true CN216810954U (en) | 2022-06-24 |
Family
ID=82043488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220418601.4U Expired - Fee Related CN216810954U (en) | 2022-02-28 | 2022-02-28 | Bottom gasket and reinforcing structure for supporting and reinforcing side span beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810954U (en) |
-
2022
- 2022-02-28 CN CN202220418601.4U patent/CN216810954U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220624 |