CN219298251U - Building foundation reinforcing strut - Google Patents
Building foundation reinforcing strut Download PDFInfo
- Publication number
- CN219298251U CN219298251U CN202223235133.6U CN202223235133U CN219298251U CN 219298251 U CN219298251 U CN 219298251U CN 202223235133 U CN202223235133 U CN 202223235133U CN 219298251 U CN219298251 U CN 219298251U
- Authority
- CN
- China
- Prior art keywords
- frame
- support column
- fixed
- rib
- base
- 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
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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a building foundation reinforcement support column, which comprises a base and a support column, wherein the support column is poured in the middle of the top surface of the base, and the building foundation reinforcement support column further comprises: the reinforcing seat is poured on the outer side of the middle of the support column and is fixedly connected with the support column; the connecting carrier bar is fixed on the inner side of the reinforcing seat, and the position, close to the support column, of the connecting carrier bar is fixedly connected on the inner side of the support column; the bearing columns are distributed on the bottom surface of the reinforcing seat in a circular shape, and the bottom ends of the bearing columns are fixed on the upper side of the top surface of the base; the bearing rib is fixed on the inner side of the bearing column, the top end of the bearing rib is fixedly connected with the connecting bearing rib on the inner side of the reinforcing seat, and the bottom end of the bearing rib is fixedly connected in the base; the utility model can transmit part of supporting force to the inner side of the reinforcing seat, and the reinforcing seat transmits the supporting force to the outer side of the base, thereby improving the overall supporting performance of the base and increasing the supporting firmness of the support column.
Description
Technical Field
The utility model relates to the technical field of building foundations, in particular to a building foundation reinforcement strut.
Background
The foundation is used for supporting the foundation of the building, the firm foundation can ensure the structural strength and stability of the upper building in the building process and after the building is completed, the foundation is divided into a natural foundation and an artificial foundation, and the artificial foundation is used for manually treating the foundation which is not firm enough, so that the strength of the foundation is increased, and the stability of the upper building after the building is completed is ensured.
At present, the building foundation is generally an artificial foundation, and the support column can be poured on the upper side of the foundation in the building process, so that the support firmness of the building in the building process is guaranteed, the support column is generally poured by concrete, the reinforcement frame and the reinforcement underframe are covered on the outer side by the concrete, and the strength and the stability of the support column are guaranteed, but after the pouring is completed, the support column is mainly supported at the center due to the supporting force of the support column, so that the base is stressed at the stressed position, the edge of the base is difficult to bear, and the support column is sunk.
Accordingly, there is a need for a building foundation reinforcement strut that addresses the above-described problems.
Disclosure of Invention
In order to overcome the defects of the prior art, the utility model provides a building foundation reinforcement support column, which can solve the technical problem that a support column base cannot fully support the support column.
In order to solve the technical problems, the utility model provides the following technical scheme: a building foundation reinforcing strut, which comprises a base and a supporting frame,
including base and pillar, the pillar is pour in base top surface middle part, still includes:
the reinforcing seat is poured on the outer side of the middle of the support column and is fixedly connected with the support column;
the connecting carrier bar is fixed on the inner side of the reinforcing seat, and the position, close to the support column, of the connecting carrier bar is fixedly connected on the inner side of the support column;
the bearing columns are distributed on the bottom surface of the reinforcing seat in a circular shape, and the bottom ends of the bearing columns are fixed on the upper side of the top surface of the base;
the bearing rib is fixed on the inner side of the bearing column, the top end of the bearing rib is fixedly connected with the connecting bearing rib on the inner side of the reinforcing seat, and the bottom end of the bearing rib is fixedly connected inside the base.
As a preferable technical scheme of the utility model, the inner side of the support column is fixedly provided with a reinforcement frame, and one end of the connecting carrier bar connected to the inner side of the support column is fixed on the outer wall of the reinforcement frame.
As a preferable technical scheme of the utility model, the inside of the base is fixedly provided with a reinforcing steel bar underframe, and one end of the bearing rib, which is positioned on the inner side of the base, is fixed on the outer wall of the reinforcing steel bar underframe.
As a preferable technical scheme of the utility model, a conducting rib frame is fixed at the center of the inside of the support column, the bottom end of the conducting rib frame is fixedly connected to the outer wall of the top surface of the reinforcing steel bar underframe, and the outer wall of the top of the conducting rib frame is fixedly connected with the position where the connecting carrier rib is connected to the inner side of the support column.
As a preferable technical scheme of the utility model, the inner side of the connecting carrier bar comprises a hook frame bar, the bottom of the hook frame bar is fixedly connected with the outer wall of the top end of the conducting bar frame, and the top of the hook frame bar is fixedly connected with the outer wall of the reinforcing bar frame.
As a preferable technical scheme of the utility model, underframe ribs are distributed on the inner side of the hook frame rib at equal intervals, and the underframe ribs are fixed on the outer wall of the hook frame rib.
As a preferable technical scheme of the utility model, the two ends of the hook frame rib are fixedly provided with the hook ribs, and the two ends of the hook frame rib are respectively fixedly connected with the outer wall of the support column and the outer wall of the conducting rib frame through the hook ribs.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the reinforcing seat is poured on the outer side of the bottom of the pillar, and the bearing column is connected with the outer side of the base on the bottom surface of the reinforcing seat, so that when the pillar supports, part of supporting force can be transmitted to the inner side of the reinforcing seat, and the supporting force is transmitted to the outer side of the base by the reinforcing seat, thereby improving the overall supporting performance of the base and increasing the supporting firmness of the pillar;
2. according to the utility model, the conducting rib frame is arranged at the lower side of the middle part of the support column, so that the support force of the support column is improved, and meanwhile, the hook frame ribs at the inner side of the reinforcing seat are connected, so that the pressure born by the support column can be pulled to the outer side of the reinforcing seat by the hook frame ribs, the supporting force at the center of the base is reduced, the pressure can be conducted to the base more comprehensively through the reinforcing seat, and the practicability of the structure is improved.
Drawings
FIG. 1 is a schematic view of the overall structure of the present utility model;
FIG. 2 is a schematic view of the middle section of the base and the support column according to the present utility model;
FIG. 3 is an exploded view of the base and inner ribs of the support post of the present utility model;
FIG. 4 is a schematic diagram of the position structure of the connecting carrier bar according to the present utility model;
wherein: 1. a base; 2. a support post; 3. a reinforcing steel bar frame; 4. a reinforcing steel bar underframe; 5. a reinforcing seat; 6. connecting with a carrying rib; 7. a load-bearing column; 8. a carrying rib; 9. a conductive rib frame; 10. hook frame ribs; 11. a chassis rib; 12. and (5) hooking the ribs.
Detailed Description
In order that the manner in which the above recited features, objects and advantages of the present utility model are obtained will become readily apparent, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings. Based on the examples in the embodiments, those skilled in the art can obtain other examples without making any inventive effort, which fall within the scope of the utility model. The experimental methods in the following examples are conventional methods unless otherwise specified, and materials, reagents, etc. used in the following examples are commercially available unless otherwise specified.
Example 1
Referring to fig. 1 to 4, the present utility model provides a building foundation reinforcement post, which includes a base 1 and a post 2, wherein the post 2 is poured in the middle of the top surface of the base 1, and further includes:
the reinforcing seat 5 is poured on the outer side of the middle of the support column 2, and the reinforcing seat 5 is fixedly connected with the support column 2;
the connecting carrier bar 6 is fixed on the inner side of the reinforcing seat 5, and the position of the connecting carrier bar 6 close to the support column 2 is fixedly connected on the inner side of the support column 2;
the bearing columns 7 are distributed on the bottom surface of the reinforcing seat 5 in a circular ring shape, and the bottom ends of the bearing columns 7 are fixed on the upper side of the top surface of the base 1;
the bearing ribs 8 are fixed on the inner side of the bearing column 7, the top ends of the bearing ribs 8 are fixedly connected with the connecting bearing ribs 6 on the inner side of the reinforcing seat 5, and the bottom ends of the bearing ribs 8 are fixedly connected inside the base 1;
the inner side of the support column 2 is fixedly provided with a reinforcement frame 3, and one end of the connecting carrier bar 6 connected to the inner side of the support column 2 is fixed on the outer wall of the reinforcement frame 3;
the inside of the base 1 is fixed with a steel bar underframe 4, and one end of the bearing rib 8 positioned at the inner side of the base 1 is fixed on the outer wall of the steel bar underframe 4;
during pouring, firstly, the reinforcement frame 3 is fixed in the middle of the top surface of the reinforcement underframe 4, meanwhile, the conduction reinforcement frame 9 is installed on the inner side of the reinforcement frame 3 and fixed with the reinforcement underframe 4, then, the continuous carrier bar 6 is fixed on the outer side of the reinforcement frame 3, when the continuous carrier bar 6 is fixed, the hook ribs 12 arranged at the two ends of the hook frame rib 10 on the inner side of the continuous carrier bar 6 are required to be hooked on the outer side of the reinforcement frame 3 and the outer side of the top of the conduction reinforcement frame 9 respectively, after the continuous carrier bar 6 is connected, the underframe rib 11 is fixed on the inner side of the hook frame rib 10, finally, the carrier bar 8 is fixed on the bottom of the position where the underframe rib 11 is connected with the hook frame rib 10, the connection of the ribs can be completed, after the connection of the ribs is completed, concrete is poured on the positions of the reinforcement frame 3, the reinforcement underframe 4, the continuous carrier bar 6 and the carrier bar 8, and the concrete is required to be wrapped and solidified, and the pouring of the support column 2 can be completed;
it should be noted that: when the support column 2 is stressed, the pressure is firstly conducted to the reinforcing seat 5 in the middle of the support column 2, so that the reinforcing seat 5 conducts the pressure to the inner side of the soil layer covered on the outer side, when the soil layer on the outer side of the reinforcing seat 5 is compressed and sinks, the reinforcing seat 5 presses the pressure to the outer side of the top of the base 1 through the bearing column 7, and meanwhile, the support column 2 presses the center of the base 1, and therefore the pressure received by the support column 2 can be evenly distributed on all positions of the base 1, and the supporting performance of the base 1 is guaranteed.
Example 2
Referring to fig. 1-4, other parts of the embodiment 2 are the same as those of the embodiment 1, except that the present utility model provides a building foundation reinforcement post, wherein a conductive rib frame 9 is fixed at the center of the interior of the post 2, the bottom end of the conductive rib frame 9 is fixedly connected to the outer wall of the top surface of the reinforcement underframe 4, and the outer wall of the top of the conductive rib frame 9 is fixedly connected to the position of connecting the carrier rib 6 to the inner side of the post 2;
the inner side of the connecting carrier bar 6 comprises a hook frame bar 10, the bottom of the hook frame bar 10 is fixedly connected with the outer wall of the top end of the conducting bar frame 9, and the top of the hook frame bar 10 is fixedly connected with the outer wall of the reinforcing bar frame 3;
the inner sides of the hook frame ribs 10 are equidistantly distributed with underframe ribs 11, and the underframe ribs 11 are fixed on the outer wall of the hook frame ribs 10;
the two ends of the hook frame rib 10 are fixedly provided with hook ribs 12, and the two ends of the hook frame rib 10 are fixedly connected with the outer wall of the support column 2 and the outer wall of the conducting rib frame 9 through the hook ribs 12 respectively;
the conduction muscle frame 9 that the middle part downside of pillar 2 set up can be when improving pillar 2 holding power, connects the inboard hook frame muscle 10 of reinforcement seat 5 for the pressure that pillar 2 received can be pulled to reinforcement seat 5's outside by hook frame muscle 10, thereby reduces the holding power of base 1 center department, makes the pressure can more comprehensive conduct to base 1 through reinforcement seat 5, has improved the practicality of structure.
In the present utility model, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (7)
1. The utility model provides a building foundation consolidates pillar, includes base (1) and pillar (2), pillar (2) pour in base (1) top surface middle part, its characterized in that still includes:
the reinforcing seat (5) is poured on the outer side of the middle of the support column (2), and the reinforcing seat (5) is fixedly connected with the support column (2);
the connecting carrier bar (6), the connecting carrier bar (6) is fixed on the inner side of the reinforcing seat (5), and the position of the connecting carrier bar (6) close to the support column (2) is fixedly connected on the inner side of the support column (2);
the bearing columns (7) are distributed on the bottom surface of the reinforcing seat (5) in a circular shape, and the bottom ends of the bearing columns (7) are fixed on the upper side of the top surface of the base (1);
the bearing rib (8), the bearing rib (8) is fixed in the bearing column (7) inboard, the connecting bearing rib (6) fixed connection of bearing rib (8) top and reinforcement seat (5) inboard, bearing rib (8) bottom fixed connection is inside base (1).
2. The building foundation reinforcement strut according to claim 1, wherein a reinforcement frame (3) is fixed to the inner side of the strut (2), and one end of the connecting carrier bar (6) connected to the inner side of the strut (2) is fixed to the outer wall of the reinforcement frame (3).
3. The building foundation reinforcement strut according to claim 1, wherein the reinforcement underframe (4) is fixed inside the base (1), and one end of the bearing rib (8) located inside the base (1) is fixed on the outer wall of the reinforcement underframe (4).
4. The building foundation reinforcement strut according to claim 1, wherein a conduction rib frame (9) is fixed at the inner center of the strut (2), the bottom end of the conduction rib frame (9) is fixedly connected to the outer wall of the top surface of the reinforcement underframe (4), and the outer wall of the top of the conduction rib frame (9) is fixedly connected with the connecting carrier rib (6) at the position where the connecting carrier rib (6) is connected to the inner side of the strut (2).
5. The building foundation reinforcement strut according to claim 1, wherein the inner side of the connecting carrier bar (6) comprises a hook frame bar (10), the bottom of the hook frame bar (10) is fixedly connected to the outer wall of the top end of the conducting bar frame (9), and the top of the hook frame bar (10) is fixedly connected to the outer wall of the reinforcing bar frame (3).
6. The building foundation reinforcement strut according to claim 5, wherein the inner sides of the hook frame ribs (10) are equidistantly distributed with the underframe ribs (11), and the underframe ribs (11) are fixed on the outer wall of the hook frame ribs (10).
7. The building foundation reinforcement strut according to claim 5, wherein the hook frame ribs (10) are fixed with hook ribs (12) at two ends, and the two ends of the hook frame ribs (10) are fixedly connected to the outer wall of the strut (2) and the outer wall of the conduction rib frame (9) through the hook ribs (12) respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223235133.6U CN219298251U (en) | 2022-12-05 | 2022-12-05 | Building foundation reinforcing strut |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223235133.6U CN219298251U (en) | 2022-12-05 | 2022-12-05 | Building foundation reinforcing strut |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219298251U true CN219298251U (en) | 2023-07-04 |
Family
ID=86958025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202223235133.6U Active CN219298251U (en) | 2022-12-05 | 2022-12-05 | Building foundation reinforcing strut |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219298251U (en) |
-
2022
- 2022-12-05 CN CN202223235133.6U patent/CN219298251U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207003479U (en) | Cast-in-place city utility tunnel whole formwork system | |
CN218322855U (en) | Basement height strides unilateral side formwork reinforced structure | |
CN219298251U (en) | Building foundation reinforcing strut | |
CN211143501U (en) | High-strength steel pipe concrete composite column | |
CN217098282U (en) | Structure for preventing inner die of prefabricated box girder from floating upwards | |
CN211714649U (en) | IMS system pulls out post structure | |
CN215803194U (en) | Regularization template | |
CN201865202U (en) | Concrete node poured in steel hemisphere | |
CN208219623U (en) | A kind of reusable foundation pile pile cover | |
CN221717316U (en) | Be used for prefabricated T roof beam diaphragm strutting arrangement | |
CN218090951U (en) | Construction structure for flanging of basement concrete outer wall bottom plate | |
CN213038883U (en) | Reinforced concrete column structure pouring device | |
CN206545389U (en) | A kind of side template fixing device for building outer beams | |
CN214738210U (en) | Beam yard beam storage platform base | |
CN211732228U (en) | Reinforcing steel bar stacking support | |
CN220301801U (en) | Detachable hollow membrane shell anti-floating device | |
CN211566303U (en) | Mould is used in production of U type cement groove | |
CN214573268U (en) | Connecting structure of stand column and stand column flange plate of assembled bridge pier | |
CN219909934U (en) | Wall form | |
CN212837045U (en) | Electric power tower pole supports mound | |
CN214573269U (en) | Connecting structure of stand column and cushion cap flange plate of assembled pier | |
CN218205883U (en) | Reinforcing apparatus that floats is prevented to anti-bank of exempting from bar planting bathroom | |
CN221276225U (en) | Unloading plate for reducing load of base layer of inspection well Zhou Daolu | |
CN221920013U (en) | Disassembly-free type anchor truss reinforcing steel bar for truss floor support plate | |
CN210917339U (en) | Square pile for bearing high-rise building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |