CN218091526U - But assembled building carrier plate strutting arrangement and structure of encorbelmenting - Google Patents
But assembled building carrier plate strutting arrangement and structure of encorbelmenting Download PDFInfo
- Publication number
- CN218091526U CN218091526U CN202222164470.4U CN202222164470U CN218091526U CN 218091526 U CN218091526 U CN 218091526U CN 202222164470 U CN202222164470 U CN 202222164470U CN 218091526 U CN218091526 U CN 218091526U
- Authority
- CN
- China
- Prior art keywords
- support
- plate
- frame
- support frame
- connecting plate
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 56
- 239000010959 steel Substances 0.000 claims abstract description 56
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000002360 preparation method Methods 0.000 abstract description 4
- 238000012545 processing Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a supporting device and a structure of an assembled overhanging floor bearing plate, wherein the supporting device comprises a supporting frame and a top support, and the supporting frame and the top support are respectively of a steel frame structure; the support frame comprises a first support frame and a second support frame; one end of the top support is connected to the top of the first support frame, and the other end of the top support is connected to the top of the second support frame, so that a support device is formed by connection; the support frame is connected with a connecting plate, and the connecting plate is detachably connected with the support frame; the support frame can be fixedly connected with the steel beam through a connecting plate, so that the steel bar truss and the floor bearing plate are supported through top support; the utility model provides a building carrier plate strutting arrangement and structure can assemble encorbelmenting, its simple structure, convenient processing and preparation, low price, maintenance are simple, convenient operation, weight are lighter, can effectively improve efficiency of construction and quality.
Description
Technical Field
The utility model belongs to the technical field of the building carrier plate that encorbelments supports, concretely relates to but building carrier plate strutting arrangement and structure are encorbelmented to assembled.
Background
At present, with the continuous development of the building industry in China, the steel bar truss floor bearing plate realizes the mechanized production, so that the uniform arrangement and the uniform thickness of a concrete protective layer of steel bars are facilitated, the construction quality of a floor slab is improved, the quantity of on-site steel bar binding engineering is obviously reduced, the construction progress is accelerated, the construction safety guarantee is increased, the civilized construction is realized, and the like; the steel bar truss floor bearing plate is widely applied to the structural and building fields of multistoried factory buildings, multistoried, high-rise and super high-rise steel structure buildings, various irregular floors, concrete structures, high-speed railways and the like at present.
As shown in fig. 2, the periphery of some existing buildings includes an overhanging plate structure, and when a steel bar truss floor support plate is laid, temporary support needs to be added to the overhanging part; the conventional temporary support is to directly weld angle steel 3 to a steel beam 4, a bottom film 2 is connected to the bottom of a steel bar truss 1, after concrete is hardened, the temporary support is cut, the cut angle steel 3 cannot be used continuously, and paint on the steel beam 4 is damaged in the cutting process, and secondary paint repair is needed.
Based on the technical problems of the support of the cantilever floor bearing plate in the building construction, no related solution is provided; there is therefore a pressing need to find effective solutions to the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the weak point that exists in the above-mentioned technique, provide a but assembled building carrier plate strutting arrangement and structure of encorbelmenting, aim at solving the current problem that the building carrier plate supported of encorbelmenting.
The utility model provides an assembled overhanging floor support plate supporting device, which comprises a support frame and a top support, wherein the support frame and the top support are respectively of a steel frame structure; the support frame comprises a first support frame and a second support frame; one end of the top support is connected to the top of the first support frame, and the other end of the top support is connected to the top of the second support frame, so that a support device is formed by connection; the support frame is connected with a connecting plate, and the connecting plate is detachably connected with the support frame; the support frame can be through connecting plate and girder steel fixed connection to support steel bar truss and building carrier plate through the top.
Furthermore, each support frame is formed by connecting a horizontal adjusting support plate and an inclined adjusting support plate; the connecting plate comprises a first connecting plate and a second connecting plate; the inclination adjusting support plate is detachably connected with the horizontal adjusting support plate through a bolt; the bottom end of the horizontal adjusting support plate is detachably connected with the second connecting plate through a bolt, and the inner side end of the inclined adjusting support plate is detachably connected with the first connecting plate through a bolt.
Furthermore, the horizontal adjusting support plate is formed by connecting a plurality of sections of adjusting plates, and a plurality of connecting holes are formed in each section of adjusting plate along the length direction of the adjusting plate; two adjacent adjusting plates are connected together by a bolt passing through the connecting hole.
Furthermore, the inclined adjusting support plate is formed by connecting a plurality of sections of adjusting plates, and a plurality of connecting holes are formed in each section of adjusting plate along the length direction of the adjusting plate; two adjacent adjusting plates are connected together by a bolt passing through the connecting hole.
Furthermore, a plurality of connecting holes are formed in the horizontal adjusting supporting plate along the length direction of the horizontal adjusting supporting plate, and connecting holes are formed in the top of the inclined adjusting supporting plate; the top one end of the inclination adjusting support plate passes through the connecting hole through the bolt, so that the inclination adjusting support plate can be detachably connected with the horizontal adjusting support plate, and the connecting angle of the inclination adjusting support plate and the horizontal adjusting support plate can be adjusted.
Furthermore, a mounting hole is arranged on the connecting plate; the connecting plate passes through the mounting hole through a bolt and is connected with the horizontal adjusting support plate; and the connecting plate passes through the mounting hole through a bolt and is connected with the inclination adjusting support plate.
Furthermore, the connecting plate is a steel plate and can be welded and fixed on the steel beam; the top support is of a concave frame structure, one end of the top support is welded and fixed to the top of the first support frame, and the other end of the top support is welded and fixed to the top of the second support frame.
Correspondingly, the utility model also provides an assembled overhanging floor bearing plate supporting structure, which comprises a steel bar truss, a supporting device and a steel beam; the steel bar truss is erected on the steel beam and can extend outwards to form an overhanging part; the supporting device is the supporting device for the assembled overhanging floor bearing plate; the first support frame passes through the one end of connecting plate and girder steel, and the second support frame passes through the other end of connecting plate and girder steel to make the top support part of encorbelmenting.
Further, the top support is detachably connected to the overhanging portion.
The utility model provides a pair of building carrier plate strutting arrangement and structure can assemble encorbelmenting, its simple structure, convenient processing and preparation, low price, maintenance are simple, convenient operation, weight are lighter, can effectively improve efficiency of construction and quality.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The present invention will be further explained with reference to the accompanying drawings:
FIG. 1 is a structural diagram of a steel bar truss floor slab in the prior art;
FIG. 2 is a schematic view of a cantilever temporary support node in the prior art;
fig. 3 is a partial schematic view of an assembled overhanging floor deck support device of the present invention;
fig. 4 is an overall schematic view of an assembled overhanging floor deck support device of the present invention;
fig. 5 is a top view of an assembled overhanging floor deck support of the present invention;
fig. 6 is a side view of an assembled overhanging floor deck support of the present invention;
fig. 7 is a schematic view of the supporting structure of an assembled overhanging floor support plate of the present invention.
In the figure: 1. a steel bar truss; 2. a base film; 3. angle steel; 4. a steel beam; 5. a cantilever portion; 6. a deck plate; 10. a first support frame; 11. a horizontal adjusting support plate; 12. a tilt adjustment support plate; 13. a first connecting plate; 14. a second connecting plate; 15. connecting holes; 16. mounting holes; 20. a second support frame; 30. and (4) supporting the top.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise. The meaning of "a number" is one or more unless specifically limited otherwise.
In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.
As shown in fig. 3 to 7, the present invention provides an assembly type overhanging floor deck supporting device, which comprises a supporting frame and a top support 30, wherein the supporting frame and the top support 30 are respectively of a steel frame structure, so as to improve the supporting strength; specifically, the support frame includes a first support frame 10 and a second support frame 20; further, one end of the top support 30 is connected to the top of the first support frame 10, and the other end of the top support 30 is connected to the top of the second support frame 20, so as to form a support device; furthermore, the support frame is connected with a connecting plate, and the connecting plate is detachably connected with the support frame, so that the support frame is mainly designed to be convenient to disassemble subsequently, and the steel beam 4 is prevented from being damaged; specifically, the support frame can be fixedly connected with the steel beam 4 through a connecting plate, so that the steel bar truss 1 and the floor deck 6 are supported through the top support 30; the utility model provides a but assembled building carrier plate strutting arrangement that encorbelments, its simple structure, convenient processing and preparation, and conveniently demolish can effectively improve efficiency of construction and quality.
Preferably, in combination with the above solution, as shown in fig. 3 to 7, each support frame is formed by connecting a horizontal adjustment support plate 11 and an inclination adjustment support plate 12; specifically, the connection plates include a first connection plate 13 and a second connection plate 14; further, the inclination adjusting support plate 12 is detachably connected with the horizontal adjusting support plate 11 through a bolt, so that adjustment is convenient; further, the bottom one end of horizontal adjustment backup pad 11 is passed through the bolt and can be dismantled with second connecting plate 14 and be connected, and the inboard one end of slope adjustment backup pad 12 is passed through the bolt and can be dismantled with first connecting plate 13 and be connected to the realization is dismantled and is connected, and the connecting plate can be installed on the girder steel in advance.
Preferably, in combination with the above solution, as shown in fig. 3 to 7, the horizontal adjusting support plate 11 is formed by connecting multiple segments of adjusting plates, and each segment of adjusting plate is provided with a plurality of connecting holes 15 along the length direction thereof; the design is that the adjacent two adjusting plates pass through the connecting holes 15 through bolts, so that the two adjusting plates are connected together, and the length adjustment can be realized.
Preferably, in combination with the above solution, as shown in fig. 3 to 7, the tilt adjusting support plate 12 is formed by connecting a plurality of adjusting plates, each of which is provided with a plurality of connecting holes 15 along the length direction thereof; the design is that the adjacent two adjusting plates pass through the connecting holes 15 through bolts, so that the two adjusting plates are connected together, and the length adjustment can be realized.
Preferably, in combination with the above solution, as shown in fig. 3 to 7, the horizontal adjustment support plate 11 is provided with a plurality of connection holes 15 along the length direction thereof, and the top of the inclined adjustment support plate 12 is provided with a connection hole 15; the top one end of the inclination adjusting support plate 12 passes through the connecting hole 15 through the bolt, so that the inclination adjusting support plate can be detachably connected with the horizontal adjusting support plate 11, the connecting angle between the inclination adjusting support plate 12 and the horizontal adjusting support plate 11 can be adjusted, the opening between the inclination adjusting support plate 12 and the horizontal adjusting support plate 11 can be adjusted, and the bottom of the inclination adjusting support plate 12 and the second connecting plate 14 are connected and installed conveniently.
Preferably, in combination with the above solution, as shown in fig. 3 to 7, the connecting plate is provided with a mounting hole 16; the connecting plate passes through the mounting hole 16 through a bolt and is connected with the horizontal adjusting support plate 11; and, the connection plate passes through the mounting hole 16 by means of a bolt and is connected with the inclination adjustment support plate 12.
Preferably, in combination with the above solutions, as shown in fig. 3 to 7, the connecting plates are steel plates, so that the connecting plates can be welded and fixed on the steel beam 4; further, the top support 30 is a concave frame structure, one end of the top support 30 is welded and fixed on the top of the first support frame 10, and the other end of the top support 30 is welded and fixed on the top of the second support frame 20, so as to achieve fixed connection.
Correspondingly, in combination with the above solutions, as shown in fig. 3 to 7, the present invention further provides an assembled overhanging floor deck supporting structure, which includes a steel bar truss 1, a supporting device and a steel beam 4; the steel bar truss 1 is erected on the steel beam 4 and can extend outwards to form an overhanging part 5; specifically, the supporting device is the supporting device for the assembled overhanging floor bearing plate; further, the first and second support frames 10 and 20 are respectively provided at both ends of the steel beam 4, thereby supporting the overhanging portion 5 by its top support 30; specifically, the first support frame 10 is connected with one end of the steel beam 4 through a connecting plate, the second support frame 20 is connected with the other end of the steel beam 4 through a connecting plate, and the top support 30 is used for supporting the overhanging part 5; adopt above-mentioned scheme, can effectively support overhanging part 5 on its steel bar truss 1, and convenient the dismantlement is difficult to damage the girder steel structure.
Preferably, in combination with the above, as shown in fig. 3 to 7, the top support 30 is detachably connected to the cantilever portion 5, so that the detachment is facilitated.
The utility model provides a pair of building carrier plate strutting arrangement and structure can assemble encorbelmenting, its simple structure, convenient processing and preparation, low price, maintenance are simple, convenient operation, weight are lighter, can effectively improve efficiency of construction and quality.
The foregoing is merely a preferred embodiment of the invention and is not intended to limit the invention in any way. The technical solutions of the present invention can be used by anyone skilled in the art to make many possible variations and modifications to the technical solution of the present invention, or to modify equivalent embodiments with equivalent variations, without departing from the scope of the technical solution of the present invention. Therefore, any modification, equivalent change and modification of the above embodiments according to the present invention are all within the protection scope of the present invention.
Claims (9)
1. An assembled overhanging floor deck bracing arrangement, characterised in that the bracing arrangement comprises a bracing frame and a top bracing (30), the bracing frame and the top bracing (30) each being of steel frame construction; the support frame comprises a first support frame (10) and a second support frame (20); one end of the top support (30) is connected to the top of the first support frame (10), and the other end of the top support (30) is connected to the top of the second support frame (20) so as to form the support device; the supporting frame is connected with a connecting plate, and the connecting plate is detachably connected with the supporting frame; the support frame can be fixedly connected with the steel beam (4) through the connecting plate, so that the steel bar truss (1) and the floor bearing plate (6) are supported through the top support (30).
2. An assemblable overhanging decking support apparatus as claimed in claim 1 wherein each support frame is formed by a horizontal adjustment support plate (11) and an inclined adjustment support plate (12) connected together; the connecting plates comprise a first connecting plate (13) and a second connecting plate (14); the inclination adjusting support plate (12) is detachably connected with the horizontal adjusting support plate (11) through a bolt; one end of the bottom of the horizontal adjusting support plate (11) is detachably connected with the second connecting plate (14) through a bolt, and one end of the inner side of the inclined adjusting support plate (12) is detachably connected with the first connecting plate (13) through a bolt.
3. The supporting device for an assembled overhanging floor deck according to claim 2, wherein the horizontal adjusting supporting plate (11) is formed by connecting a plurality of adjusting plates, each of which is provided with a plurality of connecting holes (15) along the length direction; two adjacent adjusting plates are connected together by passing through the connecting holes (15) through bolts.
4. The assembly type overhanging decking support apparatus of claim 2 wherein the tilt adjustment support plate (12) is formed by connecting a plurality of segments of adjustment plates, each segment of adjustment plate having a plurality of attachment holes (15) along its length; two adjacent adjusting plates are connected together by passing through the connecting holes (15) through bolts.
5. The assemblable overhanging floor deck supporting device as claimed in claim 2, wherein the horizontal adjusting support plate (11) is provided with a plurality of connecting holes (15) along its length direction, and the inclined adjusting support plate (12) is provided with a connecting hole (15) at its top; one end of the top of the inclined adjusting support plate (12) penetrates through the connecting hole (15) through a bolt, so that the inclined adjusting support plate can be detachably connected with the horizontal adjusting support plate (11), and the connecting angle between the inclined adjusting support plate (12) and the horizontal adjusting support plate (11) can be adjusted.
6. An assemblable overhanging floor deck bracing arrangement according to claim 2, wherein the web is provided with mounting holes (16); the connecting plate passes through the mounting hole (16) through a bolt and is connected with the horizontal adjusting support plate (11); and the connecting plate passes through the mounting hole (16) by a bolt and is connected with the inclination adjusting support plate (12).
7. The assemblable overhanging floor deck support device of claim 1, wherein the connecting plate is a steel plate, the connecting plate being weld-fixable to the steel beam (4); the top support (30) is of a concave frame structure, one end of the top support (30) is fixed to the top of the first support frame (10) in a welded mode, and the other end of the top support (30) is fixed to the top of the second support frame (20) in a welded mode.
8. An assembled cantilever floor bearing plate supporting structure comprises a steel bar truss (1), a supporting device and a steel beam (4); the steel bar truss (1) is erected on the steel beam (4) and can extend outwards to form an overhanging part (5); characterised in that the support means is an assembly cantilever floor deck support means as claimed in any one of claims 1 to 7; the first support frame (10) is connected with one end of the steel beam (4) through a connecting plate, the second support frame (20) is connected with the other end of the steel beam (4) through a connecting plate, and the top support (30) supports the overhanging part (5).
9. An assemblable overhanging floor deck support structure according to claim 8 wherein the top support (30) is detachably connected with the overhanging portion (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222164470.4U CN218091526U (en) | 2022-08-17 | 2022-08-17 | But assembled building carrier plate strutting arrangement and structure of encorbelmenting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222164470.4U CN218091526U (en) | 2022-08-17 | 2022-08-17 | But assembled building carrier plate strutting arrangement and structure of encorbelmenting |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218091526U true CN218091526U (en) | 2022-12-20 |
Family
ID=84445934
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202222164470.4U Active CN218091526U (en) | 2022-08-17 | 2022-08-17 | But assembled building carrier plate strutting arrangement and structure of encorbelmenting |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218091526U (en) |
-
2022
- 2022-08-17 CN CN202222164470.4U patent/CN218091526U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN112796528B (en) | Construction method for high-altitude in-situ splicing of large-span steel truss | |
CN111270850A (en) | Novel fast-assembling exempts from to weld girder steel of encorbelmenting fixed device | |
CN211817850U (en) | Overhanging scaffold support and disc buckle type overhanging scaffold | |
CN218091526U (en) | But assembled building carrier plate strutting arrangement and structure of encorbelmenting | |
CN211470603U (en) | Telescopic tower crane passageway | |
CN112962824A (en) | Short-limb steel plate shear wall with replaceable energy consumption component and construction method thereof | |
CN213115617U (en) | Reinforcing apparatus of reinforced concrete roof beam | |
CN214220665U (en) | Overhanging type discharging steel platform | |
CN215168024U (en) | Zigzag floor support node | |
CN215053886U (en) | I-steel component that can splice | |
CN214062433U (en) | Temporary supporting structure of assembled steel structure | |
CN114725859A (en) | Tunnel cable installing support | |
CN212866772U (en) | Large-span scaffold with moving platform | |
CN211201112U (en) | Sectional steel tower mounted assembly type construction platform | |
CN211691535U (en) | Assembled platform of unloading of encorbelmenting | |
CN210032670U (en) | Mounting device for steel truss | |
CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
CN113684766A (en) | Construction platform for bracket of main tower of bridge and construction method thereof | |
CN214462344U (en) | Assembled operating platform for high-altitude in-situ assembly of large-span steel truss | |
CN211647232U (en) | High-altitude overhanging formwork scaffold structure | |
CN219261361U (en) | Temporary connection device for I-steel main beam and yoke beam | |
CN110005210A (en) | The mounting device and its construction method of steel truss | |
CN219887666U (en) | Cantilever truss floor carrier plate supporting structure | |
CN220377533U (en) | Support-free steel bar truss floor support plate and precast beam connection structure | |
CN221321039U (en) | Equipment foundation on board |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |