CN115822320A - Building structure designs floor roof beam reinforced structure - Google Patents
Building structure designs floor roof beam reinforced structure Download PDFInfo
- Publication number
- CN115822320A CN115822320A CN202211386793.6A CN202211386793A CN115822320A CN 115822320 A CN115822320 A CN 115822320A CN 202211386793 A CN202211386793 A CN 202211386793A CN 115822320 A CN115822320 A CN 115822320A
- Authority
- CN
- China
- Prior art keywords
- cross
- support
- bottom plate
- ring track
- sliding
- 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.)
- Granted
Links
- 230000007246 mechanism Effects 0.000 claims abstract description 47
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 230000003028 elevating effect Effects 0.000 claims abstract description 3
- 238000013016 damping Methods 0.000 claims description 21
- 230000005540 biological transmission Effects 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000004880 explosion Methods 0.000 abstract description 3
- 230000005570 vertical transmission Effects 0.000 abstract description 2
- 230000008093 supporting effect Effects 0.000 description 51
- 230000003014 reinforcing effect Effects 0.000 description 16
- 238000000034 method Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
Abstract
The invention discloses a floor beam reinforced structure designed by a building structure, which relates to the technical field of buildings and comprises a cross bottom plate, wherein movable wheels are arranged on the periphery of the cross bottom plate and are arranged on the ground through the movable wheels, a double-ring track is arranged on the upper side of the cross bottom plate, a cross sliding frame is arranged above the double-ring track in a sliding manner, and the center of the cross sliding frame is rotationally connected with the center of the cross bottom plate through a rotating mechanism; the top surface symmetry of cross balladeur train is equipped with four vertical braces mechanism, and vertical braces mechanism's lower extreme is respectively through elevating system drive lift, and side roof is installed respectively to vertical braces mechanism's upper end, installs central roof jointly between four vertical braces mechanisms. The invention can simultaneously realize the reinforcement and support of the beam body and the floor slab, and can realize sufficient vertical transmission of load during the support, thereby effectively avoiding the die explosion phenomenon caused by insufficient support force during the concrete pouring and ensuring the construction safety.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a floor beam reinforcing structure designed by a building structure.
Background
The beam is a member which bears vertical load and mainly bends. The beams are generally horizontally disposed to support the panels and to bear various vertical loads from the panels and the deadweight of the beams, which together form the floor and roof structure of the building. Compared with other transverse stressed structures (such as trusses, arches and the like), the beam has poorer stress performance, but is simple to analyze and convenient to manufacture, so that the beam is still widely applied to small and medium-span buildings. The beam is subjected to mainly bending moment and shearing force during loading, and sometimes also to torque.
In the building construction process, when the concrete pouring construction is carried out on the beam body, in order to ensure the formwork support stability of the beam body, a supporting member is required to be used for reinforcing and supporting the beam body formwork, and in the prior art, a steel pipe or even a wood board is usually adopted to be lapped out of the supporting member for supporting the beam body formwork;
in addition, chinese patent No. CN113898203A discloses a floor beam reinforced structure designed by a building structure, which includes: the floor plate, the lower part of floor plate is provided with fixed connection between floor roof beam and the floor beam, the lower part of floor roof beam is provided with fixed connection between support column and the floor roof beam, the surface of support column is provided with fixed establishment and includes the support frame, the support frame parcel is on the surface of support column.
The beam body reinforcing and supporting mechanism in the prior art also has the following defects: the supporting structure built by the steel pipes is inconvenient to mount and dismount, consumes a large amount of working hours, is time-consuming and labor-consuming, the reinforcing structure disclosed in the Chinese patent No. CN113898203A needs to provide supporting force by virtue of the column body, the supporting range of the beam body is smaller in the mode, the supporting force formed along with the increase of the length of the beam body is reduced, and in actual building engineering, all parts of the beam body, particularly the central part of the beam body, cannot be reinforced and supported according to actual requirements, so that the invention provides a building structure design floor beam reinforcing structure.
Disclosure of Invention
The invention aims to solve the defects in the prior art, and provides a floor beam reinforcing structure designed for a building structure.
In order to achieve the purpose, the invention adopts the following technical scheme:
a floor beam reinforcing structure designed by a building structure comprises a cross bottom plate, wherein moving wheels are arranged on the periphery of the cross bottom plate and are placed on the ground through the moving wheels, a double-ring track is arranged on the upper side of the cross bottom plate, a cross sliding frame is arranged above the double-ring track in a sliding mode, and the center of the cross sliding frame is rotationally connected with the center of the cross bottom plate through a rotating mechanism;
the top surface symmetry of cross balladeur train is equipped with four vertical braces mechanism, and vertical braces mechanism's lower extreme is respectively through elevating system drive lift, and side roof is installed respectively to vertical braces mechanism's upper end, installs central roof jointly between four vertical braces mechanisms.
Further, the cross bottom plate all is provided with hydraulic support leg near every position of removing the wheel, and hydraulic support leg is used for removing wheel and ground separation to support the location with the cross bottom plate.
Further, the double-ring track comprises an outer ring track and an inner ring track which are fixed on the upper side of the cross bottom plate, a plurality of sliding seats are arranged in the outer ring track and the inner ring track in a sliding mode, the lower side of the end portion of the cross sliding frame and the positions corresponding to the outer ring track and the inner ring track are fixed with the sliding seats respectively, and the cross sliding frame is connected with the outer ring track and the inner ring track in a sliding mode through the sliding seats.
Further, the rotating mechanism comprises a central shaft which is rotatably arranged at the center of the top surface of the cross bottom plate, the top end of the central shaft is fixedly arranged with the center of the bottom surface of the cross sliding frame, and the central shaft is driven by a rotating motor so as to control the cross sliding frame to horizontally rotate relative to the cross bottom plate and the double-ring track.
Further, the vertical supporting mechanism comprises a plurality of threaded pipes rotatably mounted at the end part of the cross sliding frame, each threaded pipe is provided with a screw rod in a threaded manner, and the top ends of the plurality of screw rods are mounted with the side top plate together;
the lifting mechanism comprises a driving motor arranged on the upper side of the cross sliding frame, a worm gear ring is fixed at the bottom of each threaded pipe, a worm is arranged on a driving shaft of the driving motor, the worm and the worm gear rings are in meshing transmission, the driving motor is electrically connected with a controller, and the driving motor is controlled to run through the controller.
Furthermore, a plurality of screw rods in any one of the vertical supporting mechanisms are simultaneously installed with one damping supporting seat, and the plurality of damping supporting seats are respectively connected with one central top plate through inclined supports.
Furthermore, the damping supporting seats comprise supporting plates, the supporting plates and the plurality of screw rods in the same vertical supporting mechanism are installed at the same time, side grooves are formed in the side faces of the supporting plates, top grooves are formed in the positions, close to the side grooves, of the top faces of the supporting plates, the top grooves are communicated with the side grooves, sliding rods are installed inside the side grooves and the top grooves together, and springs are wound on the sliding rods;
the one end of slope support is articulated to be installed fixed hinge seat, and the side fixed connection of fixed hinge seat and central roof, and the other end of slope support is articulated to be installed and slides and articulate the seat, slides and articulates the seat setting at side groove and top surface inslot portion, and slides and articulate seat and slide bar slidable mounting, the spring is around establishing on the slide bar, and is located one side that the slope support was kept away from to the articulated seat of sliding.
Furthermore, a vertical sliding groove is formed in the side face of the upper end of the screw rod, a through hole is formed in the supporting plate in a penetrating mode, the screw rod is installed with the supporting plate in a sliding mode through the through hole, a positioning block is fixed to the top face of the supporting plate and located on the outer side of the sliding hole, and the positioning block is matched with the vertical sliding groove in a sliding mode.
Compared with the prior art, the invention has the beneficial effects that:
1. the reinforcing structure can support all parts of the beam body according to actual needs, does not need a column during supporting, can vertically transmit the load of the beam body to the ground below or a lower floor slab, has a wider application range, has the characteristics of convenience in moving, mounting and dismounting, and greatly reduces the operation time of the reinforcing structure.
2. The reinforcing mechanism can simultaneously support and reinforce the beam body and the floor slab, has wider supporting range, more efficiently transmits the upper layer load of the beam body and the floor slab, and simultaneously provides stable support for the beam body and the floor slab, thereby effectively avoiding the phenomenon of mold explosion of a template when the beam body and the floor slab are poured and ensuring the construction safety.
In conclusion, the invention can simultaneously realize the reinforcement and support of the beam body and the floor slab, and can realize sufficient vertical transmission of load during the support, thereby effectively avoiding the die explosion phenomenon caused by insufficient support force during the concrete pouring and ensuring the construction safety.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic illustration of the present invention in use;
FIG. 3 is a vertical cross-sectional view of the present invention;
FIG. 4 is a schematic view of the installation of the dual-ring rail and the cross bottom plate of the present invention;
FIG. 5 is a schematic view of the mounting of a plurality of vertical support mechanisms with a cross-slide;
FIG. 6 is a schematic view of a plurality of damping support seats connected to a central top plate via inclined brackets;
FIG. 7 is a schematic view of a damping support seat;
FIG. 8 is a schematic view of the sliding connection of the support plate with the lead screw through the positioning block.
In the figure: the device comprises a ground surface, 2 columns, 3 beam bodies, 4 floor slabs, 5 cross bottom plates, 6 moving wheels, 7 hydraulic supporting legs, 8 double-ring rails, 81 outer ring rails, 82 inner ring rails, 83 sliding seats, 9 cross sliding frames, 10 rotating mechanisms, 101 central shafts, 102 rotating motors, 11 threaded pipes, 12 screw rods, 121 vertical sliding grooves, 13 lifting mechanisms, 131 driving motors, 132 worms, 133 worm wheel rings, 14 side top plates, 15 central top plates, 16 damping supporting seats, 161 supporting plates, 162 side grooves, 163 sliding rods, 164 springs, 165 top grooves, 166 positioning blocks, 17 inclined supports, 171 sliding hinged seats and 172 fixed hinged seats.
Detailed Description
The technical scheme in the embodiment of the invention is clearly and completely described below by combining the attached drawings in the embodiment of the invention;
referring to fig. 1-8, the building structure design floor beam reinforcing structure comprises a cross bottom plate 5, moving wheels 6 are arranged on the periphery of the cross bottom plate 5, and the moving wheels 6 are placed on the ground 1. The invention realizes convenient movement by virtue of the plurality of moving wheels 6, and when the device moves to a supporting position, the device is lifted by a certain height through the hydraulic supporting legs 7, so that the moving wheels 6 are separated from the ground 1 or the floor of the current floor, and the device is stably supported.
A double-ring track 8 is arranged on the upper side of the cross bottom plate 5, a cross sliding frame 9 is arranged above the double-ring track 8 in a sliding mode, and the center of the cross sliding frame 9 is rotationally connected with the center of the cross bottom plate 5 through a rotating mechanism 10;
as shown in fig. 4, the double-ring track 8 includes an outer ring track 81 and an inner ring track 82 fixed on the upper side of the cross bottom plate 5, a plurality of sliding seats 83 are respectively arranged in the outer ring track 81 and the inner ring track 82 in a sliding manner, the lower side of the end of the cross carriage 9 and the positions corresponding to the outer ring track 81 and the inner ring track 82 are respectively fixed with the sliding seats 83, and the cross carriage 9 is simultaneously connected with the outer ring track 81 and the inner ring track 82 in a sliding manner through the sliding seats 83.
As shown in fig. 4, the rotating mechanism 10 includes a central shaft 101 rotatably mounted on the center of the top surface of the cross base plate 5, the top end of the central shaft 101 is fixedly mounted on the center of the bottom surface of the cross carriage 9, and the central shaft 101 is driven by a rotating motor 102, thereby controlling the cross carriage 9 to rotate horizontally with respect to the cross base plate 5 and the double ring rail 8.
Four vertical supporting mechanisms are symmetrically arranged on the top surface of the cross sliding frame 9, the lower ends of the vertical supporting mechanisms are driven to lift through lifting mechanisms 13 respectively, side top plates 14 are mounted at the upper ends of the vertical supporting mechanisms respectively, and central top plates 15 are mounted among the four vertical supporting mechanisms.
As shown in figure 2, according to the concrete supporting and reinforcing parts of the beam body 3 and the floor slab 4, the device can be stably supported on the ground 1 by moving the device to the lower side of the corresponding part of the beam body 3 and lifting the device through the hydraulic supporting legs 7 so that the moving wheels 6 are separated from the ground 1.
In addition, the horizontal angles of the cross sliding frame 9, the upper vertical supporting mechanism and the side top plate 14 can be adjusted through the rotating mechanism 10, so that the supporting points of the beam body 3 and the floor slab 4 are finely adjusted, and the invention is more suitable for actual supporting and reinforcing operation.
As shown in fig. 5, in the invention, the vertical supporting mechanism comprises a plurality of threaded pipes 11 rotatably mounted at the end part of the cross carriage 9, each threaded pipe 11 is provided with a screw rod 12 in a threaded manner, and the top ends of the plurality of screw rods 12 are jointly mounted with the side top plate 14; in this embodiment, one vertical support mechanism includes two threaded pipes 11 and two corresponding lead screws 12.
The lifting mechanism 13 comprises a driving motor 131 installed on the upper side of the cross carriage 9, a worm gear ring 133 is fixed at the bottom of each threaded pipe 11, a driving shaft of the driving motor 131 is provided with a worm 132, the worm 132 is in meshing transmission with the worm gear ring 133, the driving motor 131 is electrically connected with a controller, and the driving motor 131 is controlled to run by the controller.
In this embodiment, the controller simultaneously controls each driving motor 131 to operate, when the driving motors 131 are driven, the worm 132 and the worm wheel ring 133 are in meshing transmission, so that each threaded pipe 11 in each vertical supporting mechanism can be driven to rotate on the cross carriage 9, the threaded pipe 11 is in threaded fit with the lead screw 12, and the upper end of the lead screw 12 is simultaneously installed with the lateral top plate 14, so that the lead screw 12 and the lateral top plate 14 can be controlled to rise when the threaded pipe 11 rotates, in this embodiment, as shown in fig. 2, the lateral top plates 14 on the left side and the right side firstly vertically support the beam body 3, and then the lateral top plates 14 on the front side and the rear side support the floor slab 4. When the four side top plates 14 are lifted, the screw rod 12
In addition, in the invention, a plurality of screw rods 12 in any one vertical supporting mechanism are simultaneously installed with one damping supporting seat 16, and the plurality of damping supporting seats 16 are respectively connected with one central top plate 15 through inclined brackets 17.
When the side top plates 14 support the beam body 3 and the floor slab 4, the screw rods 12 can also drive the corresponding damping support seats 16 to move upwards, and the center top plate 15 is lifted up by the inclined supports 17, so that the center top plate 15 can support the beam body 3, and the center top plate 15 in the embodiment supports the center of the beam body 3 in the manner shown in fig. 2.
The damping support bases 16 respectively comprise a support plate 161, the support plate 161 and the plurality of screw rods 12 in the same vertical support mechanism are installed at the same time, the side surface of the support plate 161 is provided with a side surface groove 162, the top surface of the support plate 161 close to the side surface groove 162 is provided with a top surface groove 165, the top surface groove 165 is communicated with the side surface groove 162, a slide rod 163 is installed inside the side surface groove 162 and the top surface groove 165 together, and a spring 164 is wound on the slide rod 163;
the one end of slope support 17 is articulated to be installed fixed articulated seat 172, and fixed articulated seat 172 and the side fixed connection of center roof 15, and the other end of slope support 17 is articulated to be installed and is slided articulated seat 171, and slided articulated seat 171 and top surface groove 165 inside, and slided articulated seat 171 and slide bar 163 slidable mounting, spring 164 around establishing on slide bar 163, and be located the one side that inclined support 17 was kept away from to slided articulated seat 171.
Vertical sliding grooves 121 are formed in the side face of the upper end of the screw rod 12, a through hole is formed in the support plate 161 in a penetrating mode, the screw rod 12 is slidably mounted with the support plate 161 through the through hole, positioning blocks 166 are fixed to the top face of the support plate 161 and located on the outer side of the sliding hole, and the positioning blocks 166 are matched with the vertical sliding grooves 121 in a sliding mode.
In this embodiment, as shown in fig. 2, the left and right side roof plates 14 support and reinforce the beam body 3, and the front and rear side roof plates 14 support and reinforce the floor slab 4, and the supporting and reinforcing process is divided into the following three stages:
the first stage is as follows: the controller simultaneously controls the operation of the driving motors 131 in the lifting mechanisms 13 on the left side, the right side, the front side and the rear side of the cross carriage 9, and at the moment, each threaded pipe 11 rotates and controls the corresponding screw rod 12 and the side top plate 14 to lift;
and a second stage: the controller mainly controls the operation of a driving motor 131 in the lifting mechanism 13 on the left side and the right side of the cross carriage 9 (the driving motor 131 on the front side and the rear side determines whether the operation needs to be controlled according to the position of the damping support base 16 on the screw rod 12), and the corresponding threaded pipe 11 rotates and controls the screw rod 12 and the side top plate 14 to lift, at this time, the screw rod 12 is only provided with a vertical sliding groove 121 on the side surface of the upper end thereof, so that after the side top plate 14 lifts a certain height, the screw rod 12 can control the corresponding damping support base 16 to lift, namely, the damping support bases 16 on the left side and the right side do not keep synchronous action with the side top plate 14, the damping support bases 16 on the left side and the right side control the central top plate 15 to lift through the inclined support 17 on the front side and the rear side and the damping support bases 16 can also be pulled to lift a certain height along the corresponding screw rod 12 by the central top plate 15; it should be noted that the initial height of the central top plate 15 is greater than the height of any one of the side top plates 14, so in this embodiment, the central top plate 15 can support the beam 3 first, and as shown in fig. 2, the supporting point is located at the central position of the beam 3, at the earlier stage of supporting the beam by the central top plate 15, the left and right side top plates 14 are not in contact with the beam 3, as the left and right screws 12 continue to rise, the left and rear side top plates 14 can be in contact with the beam 3, and in this process, the damping support base 16 and the inclined support 17 continue to provide force to the central top plate 15, after the left and rear side top plates 14 are in contact with the beam 3, the left and right screws 12 and the left side top plates 14 cannot rise continuously, and in the process that the left and right side top plates 14 reach the highest position, the force applied to the central top plate 15 gradually increases, and finally reaches the maximum value, so the force applied to the center of the supporting beam 3 also finally reaches the maximum value;
and a third stage: the controller mainly controls the operation of the driving motors 131 in the lifting mechanisms 13 at the front side and the rear side of the cross carriage 9 (the operation of the driving motors 131 at the left side and the right side is determined according to the positions of the damping supporting seats 16 at the side on the screw rods 12), the corresponding threaded pipes 11 rotate and control the screw rods 12 and the side top plates 14 to rise, namely, the side top plates 14 at the front side and the rear side gradually rise and support and reinforce the floor slab 4, the damping supporting seats 16 at the front side and the rear side are gradually driven by the screw rods 12 at the side in the rising process of the side top plates 14 at the front side and the rear side, acting force is continuously applied to the central top plate 15 through the inclined bracket 17, so that the reinforcing and supporting force of the central top plate 15 on the beam body 3 is further increased, and finally, when the side top plates 14 at the front side and the rear side contact with the floor slab 4, the highest point is reached, and the stable supporting and reinforcing effects are simultaneously realized on the beam body 3 and the floor slab 4.
Claims (8)
1. A floor beam reinforced structure designed by a building structure comprises a cross bottom plate (5), and is characterized in that movable wheels (6) are mounted on the periphery of the cross bottom plate (5), the movable wheels (6) are mounted on the ground (1), a double-ring track (8) is mounted on the upper side of the cross bottom plate (5), a cross sliding frame (9) is arranged above the double-ring track (8) in a sliding mode, and the center of the cross sliding frame (9) is rotatably connected with the center of the cross bottom plate (5) through a rotating mechanism (10);
the top surface symmetry of cross balladeur train (9) is equipped with four vertical support mechanisms, and vertical support mechanism's lower extreme is respectively through elevating system (13) drive lift, and side roof (14) are installed respectively to vertical support mechanism's upper end, install center roof (15) between four vertical support mechanisms jointly.
2. A building structure design floor beam reinforcement according to claim 1, characterized in that the cross bottom plate (5) near each moving wheel (6) is provided with hydraulic support legs (7), and the hydraulic support legs (7) are used for separating the moving wheels (6) from the ground (1) so as to support and position the cross bottom plate (5).
3. The architectural structural design floor beam reinforcement structure of claim 2, characterized in that the double-ring track (8) comprises an outer ring track (81) and an inner ring track (82) fixed on the upper side of the cross bottom plate (5), a plurality of sliding seats (83) are arranged in the outer ring track (81) and the inner ring track (82) in a sliding manner, the lower side of the end part of the cross carriage (9) and the positions corresponding to the outer ring track (81) and the inner ring track (82) are respectively fixed with the sliding seats (83), and the cross carriage (9) is simultaneously connected with the outer ring track (81) and the inner ring track (82) in a sliding manner through the sliding seats (83).
4. A building structure design floor beam reinforcement structure according to claim 3, characterized in that the rotation mechanism (10) comprises a central shaft (101) rotatably mounted at the center of the top surface of the cross bottom plate (5), the top end of the central shaft (101) is fixedly mounted with the center of the bottom surface of the cross carriage (9), and the central shaft (101) is driven by a rotation motor (102) to control the cross carriage (9) to rotate horizontally relative to the cross bottom plate (5) and the double ring track (8).
5. The architectural structural design floor beam reinforcement structure of claim 4, characterized in that the vertical support mechanism comprises a plurality of threaded pipes (11) rotatably mounted at the end of the cross carriage (9), each threaded pipe (11) is threadedly mounted with a lead screw (12), and the top ends of the plurality of lead screws (12) are jointly mounted with the side roof plates (14);
the lifting mechanism (13) comprises a driving motor (131) arranged on the upper side of the cross sliding frame (9), a worm gear ring (133) is fixed at the bottom of each threaded pipe (11), a worm (132) is arranged on a driving shaft of the driving motor (131), the worm (132) and the worm gear ring (133) are in meshing transmission, the driving motor (131) is electrically connected with the controller, and the driving motor (131) is controlled to run through the controller.
6. A building structure design floor beam reinforcement structure according to claim 5, characterized in that a plurality of screw rods (12) in any one of the vertical support means are simultaneously mounted with one damping support (16), and a plurality of damping supports (16) are respectively connected with one central top plate (15) through inclined brackets (17).
7. The architectural structure design floor beam reinforced structure of claim 6, wherein the damping support base (16) comprises a support plate (161), the support plate (161) is installed with a plurality of screw rods (12) in the same vertical support mechanism at the same time, a side groove (162) is formed in the side surface of the support plate (161), a top groove (165) is formed in the position of the top surface of the support plate close to the side groove (162), the top groove (165) is communicated with the side groove (162), a slide rod (163) is installed inside the side groove (162) and the top groove (165) together, and a spring (164) is wound on the slide rod (163);
the one end of slope support (17) is articulated to be installed fixed hinge seat (172), and the side fixed connection of fixed hinge seat (172) and central roof (15), the other end of slope support (17) is articulated to be installed and is slided hinge seat (171), and it is inside that slided hinge seat (171) set up in side groove (162) and top surface groove (165), and slided hinge seat (171) and slide bar (163) slidable mounting, spring (164) are around establishing on slide bar (163), and are located one side that inclined support (17) were kept away from to slidehinge seat (171).
8. The building structure design floor beam reinforcement structure of claim 7, wherein a vertical sliding groove (121) is formed in a side surface of an upper end of the screw rod (12), the support plate (161) is provided with a through hole in a penetrating manner, the screw rod (12) is slidably mounted with the support plate (161) through the through hole, a positioning block (166) is fixed on a top surface of the support plate (161) and located at an outer side position of the sliding hole, and the positioning block (166) is slidably matched with the vertical sliding groove (121).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211386793.6A CN115822320B (en) | 2022-11-07 | 2022-11-07 | Building structure design floor beam reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211386793.6A CN115822320B (en) | 2022-11-07 | 2022-11-07 | Building structure design floor beam reinforced structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115822320A true CN115822320A (en) | 2023-03-21 |
| CN115822320B CN115822320B (en) | 2023-10-27 |
Family
ID=85526946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211386793.6A Active CN115822320B (en) | 2022-11-07 | 2022-11-07 | Building structure design floor beam reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115822320B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030029571A (en) * | 2003-03-17 | 2003-04-14 | 서용건설 주식회사 | table form estabishment apparatus for building and estabishment method thereof |
| JP2015063793A (en) * | 2013-09-24 | 2015-04-09 | 大成建設株式会社 | Floor slab height changing method and floor slab support structure |
| CN105625710A (en) * | 2016-02-05 | 2016-06-01 | 张海文 | Concrete formwork support device |
| CN208056624U (en) * | 2018-01-16 | 2018-11-06 | 广州市快易模板工程有限公司 | A kind of strip breakfast practice for floor |
| CN214882985U (en) * | 2021-01-14 | 2021-11-26 | 广西交科集团有限公司 | Bridge assembled rapid construction platform |
| CN113898203A (en) * | 2021-10-23 | 2022-01-07 | 张永安 | Building structure designs floor roof beam reinforced structure |
| CN215482266U (en) * | 2021-06-10 | 2022-01-11 | 山西机械化建设集团有限公司 | Temporary fixing device for steel structure anti-seismic spherical hinged support construction |
| CN215926863U (en) * | 2021-10-21 | 2022-03-01 | 广州固特嘉建筑工程有限公司 | House building reinforced structure |
| CN114352059A (en) * | 2022-01-11 | 2022-04-15 | 马世勋 | Building structure design roof beam reinforced structure |
| CN114658261A (en) * | 2022-04-19 | 2022-06-24 | 中建八局第一建设有限公司 | Multidirectional strutting arrangement of assembled building |
| CN216974278U (en) * | 2022-03-29 | 2022-07-15 | 杨罡 | Building structure design floor roof beam reinforced structure |
-
2022
- 2022-11-07 CN CN202211386793.6A patent/CN115822320B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030029571A (en) * | 2003-03-17 | 2003-04-14 | 서용건설 주식회사 | table form estabishment apparatus for building and estabishment method thereof |
| JP2015063793A (en) * | 2013-09-24 | 2015-04-09 | 大成建設株式会社 | Floor slab height changing method and floor slab support structure |
| CN105625710A (en) * | 2016-02-05 | 2016-06-01 | 张海文 | Concrete formwork support device |
| CN208056624U (en) * | 2018-01-16 | 2018-11-06 | 广州市快易模板工程有限公司 | A kind of strip breakfast practice for floor |
| CN214882985U (en) * | 2021-01-14 | 2021-11-26 | 广西交科集团有限公司 | Bridge assembled rapid construction platform |
| CN215482266U (en) * | 2021-06-10 | 2022-01-11 | 山西机械化建设集团有限公司 | Temporary fixing device for steel structure anti-seismic spherical hinged support construction |
| CN215926863U (en) * | 2021-10-21 | 2022-03-01 | 广州固特嘉建筑工程有限公司 | House building reinforced structure |
| CN113898203A (en) * | 2021-10-23 | 2022-01-07 | 张永安 | Building structure designs floor roof beam reinforced structure |
| CN114352059A (en) * | 2022-01-11 | 2022-04-15 | 马世勋 | Building structure design roof beam reinforced structure |
| CN216974278U (en) * | 2022-03-29 | 2022-07-15 | 杨罡 | Building structure design floor roof beam reinforced structure |
| CN114658261A (en) * | 2022-04-19 | 2022-06-24 | 中建八局第一建设有限公司 | Multidirectional strutting arrangement of assembled building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115822320B (en) | 2023-10-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111852507B (en) | Assembled lining trolley capable of being used for various section sizes | |
| CN114382296A (en) | Adjustable tool for truss installation and construction method thereof | |
| JP5221474B2 (en) | Extruder beam rear support device and extrusion installation method | |
| CN210712594U (en) | Culvert platform truck | |
| CN111456764B (en) | Heavy lining trolley with pushing sliding type disc buckle support and lining formwork construction method | |
| CN115822320A (en) | Building structure designs floor roof beam reinforced structure | |
| CN117188311A (en) | Bridge stand staple bolt is from lift mounting platform | |
| CN109203219B (en) | Automatic longitudinal moving device for box girder internal mold | |
| CN114016662B (en) | Fabricated structure and construction method thereof | |
| CN113910421B (en) | Mold closing system | |
| CN213297130U (en) | Electric lifting sliding formwork device | |
| JP2563762B2 (en) | Bridge girder uplifting method, uplifting machine and vent member | |
| CN215107453U (en) | Prefabricated plate support frame for construction | |
| CN216949474U (en) | Movable bearing bent for large-span concrete top plate | |
| CN216194098U (en) | Temporary supporting device for steel box girder pushing construction | |
| CN215618848U (en) | Walking integral hydraulic prefabricated small box girder template structure | |
| CN116293628B (en) | Adjustable industrial boiler of shock-absorbing type is with assembly steel construction | |
| CN217195947U (en) | Automatic plastering equipment for concrete shield segment | |
| CN218149900U (en) | Platform of unloading that floor construction was used | |
| CN220789460U (en) | Small box girder adjusting jacking frame | |
| CN114182938B (en) | Section steel inclined column installation device and construction method thereof | |
| CN212406751U (en) | Template trolley for pipe gallery construction | |
| JPS6331629B2 (en) | ||
| CN112921718B (en) | Continuous jacking and mounting device for light rail track beam and using method thereof | |
| CN215593699U (en) | Interim bearing structure of case roof beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |