CN220954800U - Reinforcing device for reinforced concrete and Dan Gou combined beam construction process - Google Patents
Reinforcing device for reinforced concrete and Dan Gou combined beam construction process Download PDFInfo
- Publication number
- CN220954800U CN220954800U CN202322505678.2U CN202322505678U CN220954800U CN 220954800 U CN220954800 U CN 220954800U CN 202322505678 U CN202322505678 U CN 202322505678U CN 220954800 U CN220954800 U CN 220954800U
- Authority
- CN
- China
- Prior art keywords
- transverse
- rod
- vertical
- stone slab
- group
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 36
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title claims abstract description 9
- 239000004575 stone Substances 0.000 claims abstract description 68
- 230000007246 mechanism Effects 0.000 claims abstract description 32
- 239000004567 concrete Substances 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims abstract description 5
- 238000003825 pressing Methods 0.000 claims description 58
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 description 7
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The reinforcing device used in the construction process of the reinforced concrete and Dan Gou combined beam is characterized in that a pouring clamping mechanism frame is arranged between a left transverse stone slab and a right transverse stone slab, and the pouring clamping mechanism is used as a reinforcing frame body I in the concrete pouring process; 3-10 groups of transverse pulling mechanisms are arranged between the right side surface of the first transverse stone slab positioned on the left side and the left side surface of the first transverse stone slab positioned on the right side, and serve as a reinforcing frame body II between the reinforced concrete column body and the first transverse stone slab; the second transverse stone slab is connected with the beam reinforcement frame above through 3-15 groups of vertical hooking mechanisms, and the vertical hooking mechanisms are used as reinforcing frames III between the reinforced concrete columns and the second transverse stone slab; the first reinforcing frame body, the second reinforcing frame body and the third reinforcing frame body are combined to form the reinforcing device. The utility model has the characteristics of high fixing and supporting strength.
Description
Technical Field
The utility model belongs to the field of building construction auxiliary tools, and relates to a reinforcing device used in a construction procedure of a reinforced concrete and Dan Gou combined beam.
Background
Compared with the existing reinforced concrete beam, the reinforced concrete and Dan Gou combined beam can effectively play a role in enhancing the anti-seismic performance, and the reinforced concrete and Dan Gou combined beam needs to fix and support the stone slabs on the periphery of the reinforced frame before pouring the concrete in the construction process, but the existing device for fixing and supporting the peripheral stone slabs has the problem of low fixing and supporting strength.
Disclosure of Invention
In order to solve the problems, the utility model provides a reinforcing device for a reinforced concrete and Dan Gou combined beam construction process, which has the characteristics of high fixing and supporting strength.
In order to achieve the above purpose, the utility model adopts the following specific technical measures: a reinforcing device used in the construction process of reinforced concrete and Dan Gou combined beams is characterized in that,
The left side and the right side of the beam steel bar frame are respectively vertically provided with a first transverse stone plate, the bottom of the beam steel bar frame is horizontally provided with a second transverse stone plate, the beam steel bar frame is suspended above the second transverse stone plate through a cushion block, and the first transverse stone plate and the second transverse stone plate are tightly connected through expansion bolts;
The pouring clamping mechanism framework is arranged between the left transverse stone slab and the right transverse stone slab, and the pouring clamping mechanism is used as a reinforcing frame body I in the concrete pouring process;
3-10 groups of transverse pulling mechanisms are arranged between the right side surface of the first transverse stone slab positioned on the left side and the left side surface of the first transverse stone slab positioned on the right side, and serve as a reinforcing frame body II between the reinforced concrete column body and the first transverse stone slab;
The second transverse stone slab is connected with the beam reinforcement frame above through 3-15 groups of vertical hooking mechanisms, and the vertical hooking mechanisms are used as reinforcing frames III between the reinforced concrete columns and the second transverse stone slab;
The first reinforcing frame body, the second reinforcing frame body and the third reinforcing frame body are combined to form a reinforcing device;
The pouring clamping mechanism consists of transverse screws, a first group of limiting frame bodies, a second group of limiting frame bodies and nuts, wherein 3-10 transverse screws are horizontally arranged between the top edges of the left transverse stone plate and the right transverse stone plate, the 3-10 transverse screws are mutually parallel, the left rod end of each transverse screw is connected with the first group of limiting frame bodies in series, the right rod end of each transverse screw is connected with the second group of limiting frame bodies in series, and the first group of limiting frame bodies and the second group of limiting frame bodies are symmetrically arranged;
each first group of limiting frames can be propped against the left side surface of the transverse stone slab I positioned at the left side to the right and fastened by screwing nuts, and each second group of limiting frames can be propped against the right side surface of the transverse stone slab I positioned at the right to the left and fastened by screwing nuts;
The first group of limiting frame bodies consists of a vertical pressing plate I, a sleeve I, an inclined pressing rod I and a sleeve head I, wherein a sleeve hole I is drilled at the upper end of the vertical pressing plate I, the vertical pressing plate I can be sleeved through the sleeve hole I from the left rod end of a transverse screw until the right plate surface of the vertical pressing plate I contacts the left side surface of a left transverse stone plate I, the sleeve I and the sleeve head I are sleeved from the left rod end of the transverse screw again and again in sequence, the upper rod end of the inclined pressing rod I is fixedly connected with the sleeve head I, and the lower rod end of the inclined pressing rod I is fixedly connected with the lower end of the left plate surface of the vertical pressing plate I;
The second group of limiting frame bodies consists of a second vertical pressing plate, a second sleeve, a second inclined pressing rod and a second sleeve head, wherein a second sleeve hole is drilled at the upper end of the second vertical pressing plate, the second vertical pressing plate can be sleeved through the second sleeve hole from the right rod end of the transverse screw until the left plate surface of the second vertical pressing plate contacts the right side surface of the first transverse stone plate positioned on the right side, the second sleeve and the second sleeve head are sleeved sequentially from the right rod end of the transverse screw, the upper rod end of the second inclined pressing rod is fixedly connected with the second sleeve head, and the lower rod end of the second inclined pressing rod is fixedly connected with the lower end of the right plate surface of the second vertical pressing plate;
the inclination angles of the first inclined pressing rod and the second inclined pressing rod are 30-60 degrees;
Each group of transverse traction mechanisms consists of a first vertical fixing piece, a second vertical fixing piece, a first transverse traction rod, a second transverse traction rod, a first buckling ring, a second buckling ring and an inverted U-shaped buckling rod, wherein the first vertical fixing piece is arranged on the left side surface of the first transverse stone plate positioned on the left side;
The front end of the transverse traction rod I, the front end of the buckling ring I, the front end of the transverse traction rod II and the buckling ring II and the inverted U-shaped buckling rod are embedded into the beam reinforced frame;
Each group of vertical hook hanging mechanism consists of a transverse fixing piece and a vertical hook rod, the bottom surface of the transverse stone slab II is provided with a left transverse fixing piece and a right transverse fixing piece, the bottom ends of the left vertical hook rod and the right vertical hook rod penetrate through the transverse stone slab II downwards and are respectively and fixedly connected with the left transverse fixing piece and the right transverse fixing piece, and the top ends of the left vertical hook rod and the right vertical hook rod are upwards embedded into the beam steel bar frame and then can hook a main reinforcement in the beam steel bar frame.
The utility model has the advantages of high fixing and supporting strength.
The utility model will be further described with reference to the drawings and examples.
Drawings
FIG. 1 is a vertical profile of a composite connection structure of the present utility model in an installed use state;
FIG. 2 is a side view of the combined structure of the casting clamping mechanism of the present utility model;
Fig. 3 is a vertical analysis diagram of a combined structure of the transverse pulling mechanism and the vertical hook crane mechanism in an installation and use state.
In the figure: the device comprises a first transverse screw rod, a first 21-vertical pressing plate, a first 22-sleeve, a first 23-inclined pressing rod, a first 24-sleeve head, a second 31-vertical pressing plate, a second 32-sleeve pipe, a second 33-inclined pressing rod, a second 34-sleeve head, a 4-nut, a first 51-transverse pulling rod, a second 52-transverse pulling rod, a 53-inverted U-shaped buckling rod, a first 54-vertical fixing plate, a second 55-vertical fixing plate, a second 61-transverse fixing plate, a 62-vertical hook rod, a first A-transverse stone slab, a second B-transverse stone slab and a C-beam steel bar frame.
Description of the embodiments
A reinforcing device used in the construction process of reinforced concrete and Dan Gou combined beams is characterized in that,
As shown in fig. 1, a pouring clamping mechanism frame is arranged between a left transverse stone slab A and a right transverse stone slab A, and the pouring clamping mechanism is used as a reinforcing frame body I in a concrete pouring process;
As shown in fig. 1 and 3, 3 groups of transverse pulling mechanisms are arranged between the right side surface of the transverse stone slab I positioned on the left side and the left side surface of the transverse stone slab I positioned on the right side, and serve as reinforcing frames II between the reinforced concrete column and the left transverse stone slab A and the right transverse stone slab A;
As shown in fig. 1 and 3, the second transverse stone slab B is connected with the beam reinforced frame C above through 5 groups of vertical hooking mechanisms, and the vertical hooking mechanisms serve as a reinforcing frame body III between the reinforced concrete column body and the second transverse stone slab B;
The first reinforcing frame body, the second reinforcing frame body and the third reinforcing frame body are combined to form a reinforcing device;
As shown in fig. 1 and 2, the pouring clamping mechanism consists of transverse screws, a first group of limiting frame bodies, a second group of limiting frame bodies and nuts, wherein 3 transverse screws 1 are horizontally arranged between the top edges of a left transverse stone slab A and a right transverse stone slab A, the 3 transverse screws 1 are parallel to each other, the left rod end of each transverse screw 1 is connected with the first group of limiting frame bodies in series, the right rod end of each transverse screw 1 is connected with the second group of limiting frame bodies in series, and the first group of limiting frame bodies and the second group of limiting frame bodies are symmetrically arranged;
Each first group of limiting frames can be propped against the left side surface of the transverse stone slab I positioned at the left side to the right and fastened by screwing the nuts 4, and each second group of limiting frames can be propped against the right side surface of the transverse stone slab I positioned at the right to the left and fastened by screwing the nuts 4;
The first group of limiting frame bodies consists of a vertical top pressing plate I21, a sleeve I22, an inclined top pressing rod I23 and a sleeve head I24, wherein a sleeve hole I is drilled at the upper end of the vertical top pressing plate I21, the vertical top pressing plate I21 can be sleeved through the sleeve hole I until the right plate surface of the vertical top pressing plate I21 contacts with the left side surface of a left transverse stone plate I positioned at the left side, the sleeve I22 and the sleeve head I24 are sleeved sequentially from the left plate end of the transverse screw 1, the upper rod end of the inclined top pressing rod I23 is in fastening connection with the sleeve head I24 through welding, and the lower rod end of the inclined top pressing rod I23 is in fastening connection with the lower end of the left plate surface of the vertical top pressing plate I21 through welding;
The second group of limiting frame bodies consists of a second vertical pressing plate 31, a second sleeve pipe 32, a second inclined pressing rod 33 and a second sleeve head 34, wherein a second sleeve hole is drilled at the upper end of the second vertical pressing plate 31, the second vertical pressing plate 31 can be sleeved through the second sleeve hole from the right rod end of the transverse screw rod 1 until the left plate surface of the second vertical pressing plate 21 contacts with the right side surface of the first transverse stone plate positioned on the right side, the second sleeve pipe 32 and the second sleeve head 34 are sleeved sequentially from the right rod end of the transverse screw rod 1, the upper rod end of the second inclined pressing rod 33 is in fastening connection with the second sleeve head 34 through welding, and the lower rod end of the second inclined pressing rod 33 is in fastening connection with the lower end of the right plate surface of the second vertical pressing plate 31 through welding;
the inclination angles of the first inclined pressing rod and the second inclined pressing rod are 45 degrees;
As shown in fig. 1 and 3, each group of transverse pulling mechanisms consists of a first vertical fixing plate 54, a second vertical fixing plate 55, a first transverse pulling rod 51, a second transverse pulling rod 52, a first buckling ring, a second buckling ring and an inverted U-shaped buckling rod 53, wherein the first vertical fixing plate 54 is arranged on the left side surface of the first transverse stone plate positioned on the left side through structural adhesive, the left rod end of the first transverse pulling rod 51 penetrates through the first transverse stone plate positioned on the left side and is fixedly connected with the first vertical fixing plate 54 through welding, the second buckling ring is welded on the right rod end of the first transverse pulling rod 51, the second vertical fixing plate 55 is arranged on the right side surface of the first transverse stone plate positioned on the right side through structural adhesive, the second right rod end of the second transverse pulling rod 52 penetrates through the first transverse stone plate positioned on the right side and is fixedly connected with the second vertical fixing plate 55 through welding, the second buckling ring is welded on the left rod end of the second transverse pulling rod 52, and the buckling ring two buckling rings are fixedly connected through the inverted U-shaped buckling rod 53;
The front end of the first transverse pulling rod 51, the front end of the first buckling ring, the front end of the second transverse pulling rod 52, the second buckling ring and the inverted U-shaped buckling rod 53 are embedded into the beam reinforced frame C;
As shown in fig. 1 and 3, each group of vertical hooking mechanisms consists of a horizontal fixing piece 61 and a vertical hooking rod 62, wherein the bottom surface of a horizontal stone slab two B is provided with a left horizontal fixing piece 61 and a right horizontal fixing piece 61 through structural adhesive, the bottom ends of the left vertical hooking rod and the right vertical hooking rod 62 penetrate through the horizontal stone slab two B downwards and are respectively and fixedly connected with the left horizontal fixing piece 61 and the right horizontal fixing piece 61 through welding, and the top ends of the left vertical hooking rod and the right vertical hooking rod 62 are embedded into a beam steel bar frame C upwards and then can hook a main rib in the beam steel bar frame C.
Claims (1)
1. A reinforcing device used in the construction process of reinforced concrete and Dan Gou combined beams is characterized in that,
The pouring clamping mechanism framework is arranged between the left transverse stone slab and the right transverse stone slab, and the pouring clamping mechanism is used as a reinforcing frame body I in the concrete pouring process;
3-10 groups of transverse pulling mechanisms are arranged between the right side surface of the first transverse stone slab positioned on the left side and the left side surface of the first transverse stone slab positioned on the right side, and serve as a reinforcing frame body II between the reinforced concrete column body and the first transverse stone slab;
The second transverse stone slab is connected with the beam reinforcement frame above through 3-15 groups of vertical hooking mechanisms, and the vertical hooking mechanisms are used as reinforcing frames III between the reinforced concrete columns and the second transverse stone slab;
The first reinforcing frame body, the second reinforcing frame body and the third reinforcing frame body are combined to form a reinforcing device;
The pouring clamping mechanism consists of transverse screws, a first group of limiting frame bodies, a second group of limiting frame bodies and nuts, wherein 3-10 transverse screws are horizontally arranged between the top edges of the left transverse stone plate and the right transverse stone plate, the 3-10 transverse screws are mutually parallel, the left rod end of each transverse screw is connected with the first group of limiting frame bodies in series, the right rod end of each transverse screw is connected with the second group of limiting frame bodies in series, and the first group of limiting frame bodies and the second group of limiting frame bodies are symmetrically arranged;
each first group of limiting frames can be propped against the left side surface of the transverse stone slab I positioned at the left side to the right and fastened by screwing nuts, and each second group of limiting frames can be propped against the right side surface of the transverse stone slab I positioned at the right to the left and fastened by screwing nuts;
The first group of limiting frame bodies consists of a vertical pressing plate I, a sleeve I, an inclined pressing rod I and a sleeve head I, wherein a sleeve hole I is drilled at the upper end of the vertical pressing plate I, the vertical pressing plate I can be sleeved through the sleeve hole I from the left rod end of a transverse screw until the right plate surface of the vertical pressing plate I contacts the left side surface of a left transverse stone plate I, the sleeve I and the sleeve head I are sleeved from the left rod end of the transverse screw again and again in sequence, the upper rod end of the inclined pressing rod I is fixedly connected with the sleeve head I, and the lower rod end of the inclined pressing rod I is fixedly connected with the lower end of the left plate surface of the vertical pressing plate I;
The second group of limiting frame bodies consists of a second vertical pressing plate, a second sleeve, a second inclined pressing rod and a second sleeve head, wherein a second sleeve hole is drilled at the upper end of the second vertical pressing plate, the second vertical pressing plate can be sleeved through the second sleeve hole from the right rod end of the transverse screw until the left plate surface of the second vertical pressing plate contacts the right side surface of the first transverse stone plate positioned on the right side, the second sleeve and the second sleeve head are sleeved sequentially from the right rod end of the transverse screw, the upper rod end of the second inclined pressing rod is fixedly connected with the second sleeve head, and the lower rod end of the second inclined pressing rod is fixedly connected with the lower end of the right plate surface of the second vertical pressing plate;
the inclination angles of the first inclined pressing rod and the second inclined pressing rod are 30-60 degrees;
Each group of transverse traction mechanisms consists of a first vertical fixing piece, a second vertical fixing piece, a first transverse traction rod, a second transverse traction rod, a first buckling ring, a second buckling ring and an inverted U-shaped buckling rod, wherein the first vertical fixing piece is arranged on the left side surface of the first transverse stone plate positioned on the left side;
The front end of the transverse traction rod I, the front end of the buckling ring I, the front end of the transverse traction rod II and the buckling ring II and the inverted U-shaped buckling rod are embedded into the beam reinforced frame;
Each group of vertical hook hanging mechanism consists of a transverse fixing piece and a vertical hook rod, the bottom surface of the transverse stone slab II is provided with a left transverse fixing piece and a right transverse fixing piece, the bottom ends of the left vertical hook rod and the right vertical hook rod penetrate through the transverse stone slab II downwards and are respectively and fixedly connected with the left transverse fixing piece and the right transverse fixing piece, and the top ends of the left vertical hook rod and the right vertical hook rod are upwards embedded into the beam steel bar frame and then can hook a main reinforcement in the beam steel bar frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322505678.2U CN220954800U (en) | 2023-09-15 | 2023-09-15 | Reinforcing device for reinforced concrete and Dan Gou combined beam construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322505678.2U CN220954800U (en) | 2023-09-15 | 2023-09-15 | Reinforcing device for reinforced concrete and Dan Gou combined beam construction process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220954800U true CN220954800U (en) | 2024-05-14 |
Family
ID=90980082
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322505678.2U Active CN220954800U (en) | 2023-09-15 | 2023-09-15 | Reinforcing device for reinforced concrete and Dan Gou combined beam construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220954800U (en) |
-
2023
- 2023-09-15 CN CN202322505678.2U patent/CN220954800U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202017346U (en) | Late poured band hanging formwork structure | |
| CN211447708U (en) | Super high-rise building construction elevator feeding platform support system that encorbelments | |
| CN204626960U (en) | Large-section stiffened steel rib column steel truss template | |
| CN109914244B (en) | Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof | |
| CN209855047U (en) | Full-bolt-connection high-strength steel plate assembled beam-concrete slab combined beam | |
| CN211396814U (en) | Steel frame factory building with stable connection of supporting beams and supporting columns | |
| CN110629996A (en) | Construction method of profile steel cantilever through-wall-free heightening and anchoring support system | |
| CN220954800U (en) | Reinforcing device for reinforced concrete and Dan Gou combined beam construction process | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN211006352U (en) | Pier stud template reinforced structure | |
| CN216512520U (en) | Lifting system suitable for small space | |
| CN201339320Y (en) | High-altitude overhanging hanging reinforced concrete hanging bracket | |
| CN211369523U (en) | Template system of expansion joint shear force wall | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN221095826U (en) | Mounting structure of shaping post-pouring belt mould hanging tool | |
| CN220035215U (en) | A hang mould support that is used for bridge main tower mound top to pour | |
| CN214884864U (en) | Mounting structure of strength nature structure steel column | |
| CN220058310U (en) | Assembled steel structure frame | |
| CN220790588U (en) | High-altitude large cantilever formwork steel platform | |
| CN218233124U (en) | Truss girder for support-free strong-superposition steel-concrete superposed beam | |
| CN219219375U (en) | Component based on assembled building floor and crossbeam welding | |
| CN221193026U (en) | Novel hanging basket structure for bridge construction | |
| CN210917036U (en) | Bridge turnover formwork variable cross-section pier body formwork reinforcing and slope adjusting device | |
| CN216807810U (en) | Assembled can have enough to meet need many sizes composite beam support steel corbel | |
| CN211173058U (en) | Multifunctional steel plate die bottom fixing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |