CN210460050U - Reinforced structure of concrete roof beam - Google Patents
Reinforced structure of concrete roof beam Download PDFInfo
- Publication number
- CN210460050U CN210460050U CN201920752131.3U CN201920752131U CN210460050U CN 210460050 U CN210460050 U CN 210460050U CN 201920752131 U CN201920752131 U CN 201920752131U CN 210460050 U CN210460050 U CN 210460050U
- Authority
- CN
- China
- Prior art keywords
- supporting
- beams
- roof
- supporting beam
- fixedly connected
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a reinforced structure of concrete roof beam, which comprises a supporting beam A and a supporting beam B, wherein the left and right sides of the top of the supporting beam C are respectively connected with the inner sides of the supporting beam A and the supporting beam B through oblique beams, the inner sides of the middle parts of two oblique beams are respectively and fixedly connected with one end of an oblique auxiliary beam, the other ends of the two oblique auxiliary beams are respectively and fixedly connected with the middle part of the supporting beam C, the middle parts of the two oblique beams are respectively and fixedly connected with one end of a connecting steel cable A, the other ends of the two connecting steel cables A are respectively and fixedly connected with the roof beam A at the corresponding position, the left and right ends of the supporting beam C are respectively and fixedly connected with one end of a connecting steel cable B, and the other ends of the two connecting steel cables B are respectively connected with the middle parts of the oblique auxiliary beams at the corresponding position, the house is firmer.
Description
Technical Field
The utility model relates to a building technical field, specific field is a reinforced structure of concrete roof beam.
Background
The concrete roof beam needs to be reinforced under the condition of insufficient bearing capacity, the section of the concrete roof beam is usually increased for reinforcement or steel plate reinforcement, the clear height of a top floor is reduced when the section of the concrete roof beam is increased, the use function is influenced, and the reinforced concrete is difficult to form a whole with the original concrete; when the steel plate is adopted for reinforcement, the steel plate stiffness is usually far greater than the concrete stiffness, the bearing capacity under the same deformation is small, the capability of the steel plate participating in cooperative bearing is limited, and the bearing capacity is limited to be improved. The concrete roof beam can be reinforced by using the particularity of the concrete roof beam because the concrete roof beam is positioned at a high position of a building.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforced structure of concrete roof beam to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a reinforced structure of a concrete roof beam comprises a supporting beam A and a supporting beam B, wherein the supporting beam A and the supporting beam B are respectively arranged on the ground and stand oppositely, a supporting beam C is arranged between the supporting beam A and the supporting beam B, the bottom of the supporting beam C is fixed on the ground, the left side and the right side of the middle part of the supporting beam C are respectively connected with the inner sides of the supporting beam A and the supporting beam B through the roof beam A, the left side and the right side of the top of the supporting beam C are respectively connected with the inner sides of the supporting beam A and the supporting beam B through oblique beams, the inner sides of the middle parts of the two oblique beams are fixedly connected with one end of an oblique auxiliary beam, the other ends of the two oblique auxiliary beams are fixedly connected with the middle part of the supporting beam C, the middle parts of the two oblique beams are respectively fixedly connected with one end of a connecting steel rope A, the left end and the right end of the supporting beam C are fixedly connected with one end of a connecting steel rope B, the other ends of the two connecting steel ropes B are respectively connected with the middle parts of the diagonal secondary beams at corresponding positions, a plurality of supporting beams A, a plurality of supporting beams B and a plurality of supporting beams C are sequentially arranged behind the supporting beams A, the supporting beams B and the supporting beams C, two adjacent supporting beams C are connected through an upper roof beam B and a lower roof beam B, the two adjacent supporting beams A and the two adjacent supporting beams B are connected through a roof beam C, the upper end of the bottom end face of the roof beam B is fixedly connected with a V-shaped connecting steel rope, the bottom of the V-shaped connecting steel rope is fixedly connected with one end of the connecting steel rope C, and the other end of the connecting steel rope C is.
Preferably, a connecting beam is fixedly connected between two adjacent supporting beams C and above the roof beam B at the upper end.
Preferably, the bottom end face of the connecting beam is fixedly connected with one end of a secondary beam, the other end of the secondary beam is fixed with the top end face of an upper end roof beam B in a corresponding position, the top end face of the upper end roof beam B is fixedly connected with one end of a diagonal beam at the front end and the rear end of the secondary beam, and the other ends of the two diagonal beams are connected with the bottom end face of the connecting beam.
Preferably, the height of the support beam C is higher than the height of the support beams a and B.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model provides a reinforced structure of concrete roof beam, the triangle structure of constituteing through oblique auxiliary girder and sloping, and then strengthen the intensity of sloping, connect sloping A and roof beam A through connecting steel cable A, increase the hanging point of roof beam A, reduce roof beam A's pressure, be connected oblique auxiliary girder and a supporting beam C through connecting steel cable B, reduce oblique auxiliary girder's pressure, the structure of constituteing through V-arrangement connecting steel cable and connecting steel cable C hangs the roof beam B of bottom, reduce the pressure at roof beam B both ends, through the triangle structure of raking roof beam and auxiliary girder constitution, can consolidate the tie-beam, the utility model discloses an utilize the triangle structure, and then consolidate the roof beam, make roof beam and corresponding tie-beam consolidate, make the house more firm.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
fig. 2 is a left side view structure diagram of the present invention;
fig. 3 is a schematic view of the structure in the direction a-a in fig. 1 according to the present invention.
In the figure: 1-supporting beam A, 2-supporting beam B, 3-supporting beam C, 4-oblique beam, 5-oblique auxiliary beam, 6-roof beam A, 7-connecting steel cable B, 8-roof beam B, 9-roof beam C, 10-V-shaped connecting steel cable, 11-connecting steel cable C, 12-connecting beam, 13-auxiliary beam, 14-oblique supporting beam and 15-connecting steel cable A.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a reinforced structure of a concrete roof beam comprises a supporting beam A1 and a supporting beam B2, wherein the supporting beam A and the supporting beam B are respectively arranged on the ground and stand oppositely, a supporting beam C3 is arranged between the supporting beam A and the supporting beam B, the bottom of the supporting beam C is fixed on the ground, the left side and the right side of the middle of the supporting beam C are respectively connected with the inner sides of the supporting beam A and the supporting beam B through a roof beam A6, the supporting beam A and the supporting beam C are connected through the roof beam A, the supporting beam B and the supporting beam C are connected through the roof beam A, the supporting beam B and the supporting beam C are further prevented from shaking, the left side and the right side of the top of the supporting beam C are respectively connected with the inner sides of the supporting beam A and the supporting beam B through oblique beams 4, and the supporting beam C, the, the connection between the supporting beam C and the supporting beam A and the connection between the supporting beam C and the supporting beam B are more stable, and further can bear larger stress, one end of an oblique auxiliary beam 5 is fixedly connected to the inner side of the middle part of each oblique beam, the other end of each oblique auxiliary beam is fixedly connected with the middle part of the supporting beam C, in order to prevent the oblique beams from being broken due to overlarge pressure, the oblique beams are supported by the oblique auxiliary beams, so that the phenomenon can be prevented, the middle parts of the two oblique beams 4 are fixedly connected with one end of a connecting steel rope A15, the other ends of the two connecting steel ropes A are respectively fixed with the roof beams A at corresponding positions, the middle parts of the roof beams A are suspended through the connecting steel ropes A, the force at the two ends of the roof beams A can be reduced, the roof beams A are firmer, the left end and the right end of the supporting beam C are both fixedly connected with one end of a connecting steel rope B7, and the other ends, the middle part of an oblique auxiliary beam A is suspended through a connecting steel rope B, so that the forces at the two ends of the oblique auxiliary beam A can be reduced, the oblique auxiliary beam is firmer, a plurality of supporting beams A, supporting beams B and supporting beams C are sequentially arranged behind the supporting beams A, the supporting beams B and the supporting beams C, two adjacent supporting beams C are connected through an upper roof beam B8 and a lower roof beam B8, the connected supporting beams C are connected through the roof beams B, the two adjacent supporting beams A and the two adjacent supporting beams B are connected through the roof beams C9, the adjacent supporting beams A and the adjacent supporting beams B are connected through the roof beams C, the bottom end face of the roof beam B at the upper end is fixedly connected with a V-shaped connecting steel rope 10, the bottom of the V-shaped connecting steel rope is fixedly connected with one end of a connecting steel rope C11, and the other end of the connecting steel rope C is connected with, hang roof girder B through connecting steel cable C, the power at reducible roof girder B both ends, make roof girder B more firm, through the triangle-shaped structure that vice roof beam and sloping are constituteed, and then strengthen the intensity of sloping, connect sloping A and roof girder A through connecting steel cable A, increase roof girder A's suspension point, reduce roof girder A's pressure, be connected vice roof beam and a supporting beam C through connecting steel cable B, reduce the pressure of vice roof beam, hang roof girder B of bottom through the structure that V-arrangement connecting steel cable and connecting steel cable C are constituteed, reduce the pressure at roof girder B both ends, through the triangle-shaped structure that bracing roof beam and vice roof beam are constituteed, can consolidate the coupling beam.
Specifically, the connecting beam 12 is fixedly connected above the roof beam B located at the upper end and between two adjacent supporting beams C, and the roof beam B at the upper end can be reinforced by the connecting beam, so that the roof beam B is prevented from being insufficient in strength.
Particularly, the bottom end face of tie-beam fixedly connected with one end of secondary beam 13, the other end of secondary beam is fixed mutually with the top end face of the upper end roof girder B that corresponds the position, the upper end the top end face of roof girder B and the equal fixedly connected with bracing roof beam 14's in both ends around the secondary beam one end, two the other end of bracing roof beam is connected with the bottom end face of tie-beam, forms triangle-shaped through secondary beam and two bracing roof beams, makes the tie-beam more firm.
Specifically, the height of the support beam C is higher than the height of the support beam a and the support beam B, and in this structure, an oblique beam is added between the support beam C and the support beam a and the support beam B, so that the support beam C has a stable structure of a triangular shape.
The working principle is as follows: the utility model relates to a reinforced structure of concrete roof beam, the triangular structure of constituteing through oblique auxiliary girder and sloping, and then strengthen the intensity of sloping, connect sloping A and roof girder A through connecting steel cable A, increase roof girder A's the point of hanging, reduce roof girder A's pressure, be connected oblique auxiliary girder and a supporting beam C through connecting steel cable B, reduce oblique auxiliary girder's pressure, the structure of constituteing through V-arrangement connecting steel cable and connecting steel cable C hangs the roof girder B of bottom, reduce the pressure at roof girder B both ends, through the triangular structure of bracing roof beam with auxiliary girder constitution, can consolidate the tie-beam.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a reinforced structure of concrete roof beam, includes a supporting beam A (1) and a supporting beam B (2), its characterized in that: the supporting beam A (1) and the supporting beam B (2) are respectively arranged on the ground and stand oppositely, a supporting beam C (3) is arranged between the supporting beam A (1) and the supporting beam B (2), the bottom of the supporting beam C (3) is fixed on the ground, the left side and the right side of the middle part of the supporting beam C (3) are respectively connected with the inner sides of the supporting beam A (1) and the supporting beam B (2) through a roof beam A (6), the left side and the right side of the top of the supporting beam C (3) are respectively connected with the inner sides of the supporting beam A (1) and the supporting beam B (2) through oblique beams (4), the inner sides of the middle parts of the two oblique beams (4) are respectively and fixedly connected with one end of an oblique auxiliary beam (5), the other ends of the two oblique auxiliary beams (5) are respectively and fixedly connected with the middle parts of the supporting beam C (3), and the middle parts of the two oblique beams (4, the other ends of the two connecting steel ropes A (15) are respectively fixed with roof beams A (6) at corresponding positions, the left end and the right end of each supporting beam C (3) are respectively and fixedly connected with one end of a connecting steel rope B (7), the other ends of the two connecting steel ropes B (7) are respectively connected with the middle parts of the inclined auxiliary beams (5) at corresponding positions, a plurality of supporting beams A (1), supporting beams B (2) and supporting beams C (3) are sequentially arranged behind the supporting beams A (1), the supporting beams B (2) and the supporting beams C (3), two adjacent supporting beams C (3) are connected through an upper roof beam B (8) and a lower roof beam B (8), the two adjacent supporting beams A (1) and the two adjacent supporting beams B (2) are connected through a roof beam C (9), the bottom end faces of the roof beams B (8) at the upper ends are fixedly connected with V-shaped connecting steel ropes (10), the bottom of the V-shaped connecting steel rope (10) is fixedly connected with one end of a connecting steel rope C (11), and the other end of the connecting steel rope C (11) is connected with a lower end roof beam B (8) at a corresponding position.
2. The reinforcing structure of a concrete roof beam according to claim 1, wherein: and a connecting beam (12) is fixedly connected above the roof beam B (8) positioned at the upper end and between the two adjacent supporting beams C (3).
3. The reinforcing structure of a concrete roof beam according to claim 2, wherein: the bottom end face of the connecting beam (12) is fixedly connected with one end of an auxiliary beam (13), the other end of the auxiliary beam (13) is fixed with the top end face of an upper-end roof beam B (8) in a corresponding position, the top end face of the upper-end roof beam B (8) is fixedly connected with one end of an inclined supporting beam (14) at the front end and the rear end of the auxiliary beam (13), and the other end of the inclined supporting beam (14) is connected with the bottom end face of the connecting beam (12).
4. The reinforcing structure of a concrete roof beam according to claim 1, wherein: the height of the support beam C (3) is higher than that of the support beam A (1) and the support beam B (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920752131.3U CN210460050U (en) | 2019-05-23 | 2019-05-23 | Reinforced structure of concrete roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920752131.3U CN210460050U (en) | 2019-05-23 | 2019-05-23 | Reinforced structure of concrete roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210460050U true CN210460050U (en) | 2020-05-05 |
Family
ID=70438393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920752131.3U Active CN210460050U (en) | 2019-05-23 | 2019-05-23 | Reinforced structure of concrete roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210460050U (en) |
-
2019
- 2019-05-23 CN CN201920752131.3U patent/CN210460050U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206052962U (en) | Energy-dissipating and shock-absorbing Hanging Single Core-tube Structure system | |
| CN203200760U (en) | Detachable prestress support frame system | |
| CN206034648U (en) | Huge truss of energy dissipation shock attenuation hangs steel frame system | |
| CN210460050U (en) | Reinforced structure of concrete roof beam | |
| CN208648585U (en) | A kind of assembled architecture dry wall lifting shoulder pole girder | |
| CN210238296U (en) | Large tower crane wall-attached space steel truss foundation | |
| CN201778480U (en) | Assembly type variable steel truss platform | |
| CN207293918U (en) | A kind of truss hoisting | |
| CN211396541U (en) | Earthquake-resistant reinforcing structure for building support | |
| CN111379319A (en) | Assembled light steel building anti-seismic structure and anti-seismic system | |
| CN212078402U (en) | Horizontal force self-balancing suspension cable hanging roof structure | |
| CN201850699U (en) | Oblique-pulling overhanging space folded plate grid structure system with reinforced trusses | |
| CN215858255U (en) | Prestressed stay cable connecting node between core tube and outer steel frame | |
| CN210822458U (en) | Can improve bearing capacity's crossbeam for vehicle chassis | |
| CN205839965U (en) | A kind of steel structure support | |
| CN212316699U (en) | Steel-concrete combined embedded thrust structure of stayed-cable bridge guyed hanging basket | |
| CN205171343U (en) | Combination beam self anchored suspension bridge | |
| CN109680923B (en) | Mounting structure and building method of cantilever scaffold bottom platform | |
| CN212740395U (en) | Hoisting frame for hoisting large-span planar steel bar component | |
| CN208844426U (en) | A kind of anchor structure, Sarasota and building applied to the Sarasota with narrow top section | |
| CN218562577U (en) | Oblique-pulling type large-span steel structure beam frame | |
| CN211690809U (en) | Steel construction easy to assemble for building | |
| CN110844763A (en) | Special balance beam for hoisting large-scale structural module | |
| CN112127282A (en) | Main pier steel structure of super bridge | |
| CN215631481U (en) | Attached bridge type overhanging scaffold device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |