CN211773817U - Pre-buried frame construction of high-rise building basis - Google Patents
Pre-buried frame construction of high-rise building basis Download PDFInfo
- Publication number
- CN211773817U CN211773817U CN201921768537.7U CN201921768537U CN211773817U CN 211773817 U CN211773817 U CN 211773817U CN 201921768537 U CN201921768537 U CN 201921768537U CN 211773817 U CN211773817 U CN 211773817U
- Authority
- CN
- China
- Prior art keywords
- frame
- plate
- rack
- block
- gear
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title abstract description 4
- 239000002689 soil Substances 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 abstract description 12
- 230000003139 buffering effect Effects 0.000 description 4
- 241000826860 Trapezium Species 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a pre-buried frame construction of high-rise building basis, including frame and soil layer, one side fixed mounting of frame has the soil layer, and the inside fixed mounting of frame has the strengthening rib, and the below fixed mounting of strengthening rib has the stopper, and the below fixed mounting of stopper has first connecting plate, and the below fixed mounting of first connecting plate has the rack, and one side swing joint of rack has the gear, and the inside fixed mounting of gear has the spring. The utility model discloses a strengthening rib consolidates the frame and takes place to warp when preventing the frame atress, then fixes through the stopper when the strengthening rib atress and prevents that the strengthening rib from taking place to change, and the stopper drives first connecting plate again and down presses the messenger and can drive the rack and down remove and let the gear rotate, rotates the slew velocity that makes can effectual slow down the gear through the spring on the connecting axle when gear revolve and reduces pressure, makes frame buffer capacity strong, is difficult to warp.
Description
Technical Field
The utility model relates to a building foundation technical field especially relates to a high-rise building foundation frame structure.
Background
Along with the rapid development of urban construction in China, in order to build more building areas in a smaller land range, a building has to be developed to a high level, the number of layers is more and more, the height is continuously increased, a foundation of the building has an important effect on the structural safety of the whole building engineering, the existing high-rise building foundation is poured by embedding a steel bar frame structure, but the existing embedded frame structure is poor in buffering capacity and stability, and potential safety hazards are caused by the fact that the concrete surface after being poured for a long time is prone to cracking, so that the problem is solved, and the high-rise building foundation embedded frame structure is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a high-rise building foundation embedded frame structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a high-rise building foundation embedded frame structure comprises a frame and a soil layer, wherein the soil layer is fixedly arranged on one side of the frame;
the frame comprises a reinforcing rib, a limiting block, a first connecting plate, a rack, a gear, a spring, a connecting shaft, a buffer plate, a fixing rod, a dowel bar, a second connecting plate, a buffer rod, a supporting plate, a connecting rod, a supporting block, a fixing plate, a first connecting block, a supporting rod and a second connecting block, wherein the reinforcing rib is fixedly arranged in the frame, the limiting block is fixedly arranged below the reinforcing rib, the first connecting plate is fixedly arranged below the limiting block, the rack is fixedly arranged below the first connecting plate, the gear is movably connected to one side of the rack, the spring is fixedly arranged in the gear, the connecting shaft is fixedly arranged at one end of the spring, the buffer plate is fixedly arranged at the bottom end of the rack, the fixing rod is fixedly arranged below the buffer plate, the dowel bar is fixedly arranged at one side of the fixing rod, the dowel bar is fixedly arranged at the bottom of the dowel, the supporting frame is characterized in that a buffer rod is fixedly mounted below the second connecting plate, a supporting plate is fixedly mounted below the outer wall of the frame, a connecting rod is fixedly mounted on one side of the supporting plate, a supporting block is fixedly mounted at one end of the connecting rod, a fixing plate is fixedly mounted on one side of the supporting block, a first connecting block is fixedly mounted at the bottom end of the supporting plate, a supporting rod is fixedly mounted on one side of the first connecting block, and a second connecting block is fixedly mounted at one end of the supporting rod.
As a further description of the above technical solution: the reinforcing ribs are formed by connecting two reinforcing ribs in a staggered manner, and the diameters of the reinforcing ribs are 3cm-5 cm.
As a further description of the above technical solution: the stopper all establishes the junction at the strengthening rib bottom, and the stopper is the triangle-shaped structure.
As a further description of the above technical solution: the rack is arranged on both sides of the gear, the rack on one side is fixedly connected below the first connecting plate, and the rack on the other side penetrates through the bottom end of the first connecting plate and is connected to the limiting block.
As a further description of the above technical solution: the both ends welding of connecting axle is connected to the inner wall of frame, and the periphery of connecting axle all is connected to the inner wall of gear through a plurality of springs.
As a further description of the above technical solution: both sides of the fixed plate are connected with screws, and the screws are tightly attached to one end of the abutting block.
As a further description of the above technical solution: first connecting block and second connecting block all are the trapezium structure, and the inner wall at the frame is connected to the second connecting block.
Has the advantages that:
1. the utility model discloses a strengthening rib consolidates the frame and takes place to warp when preventing the frame atress, then fix through the stopper when the strengthening rib atress and prevent that the strengthening rib from taking place to change, the stopper drives first connecting plate down to press the messenger and can drive the rack and down remove and let the gear rotate again, rotate the slew velocity that makes can effectual slow down the gear through the spring on the connecting axle when gear revolve and reduce pressure, the rack that drives the opposite side again simultaneously moves up and pushes up the stopper and supports slowly, make frame buffer capacity strong, be difficult to warp.
2. Secondly, drive the buffer board and cushion when the rack down removes, then spread into the second connecting plate through the dead lever with the pressure that the buffer board received on, the rethread dowel steel supports the slow each other with the power that the dead lever received, and the rethread buffer bar is consolidated the both ends of buffer board, prevents to break.
3. Finally, fix the outer wall of frame through the backup pad, the rethread fixed plate is connected the bottom of frame and soil layer junction, drives the connecting rod and extrudees the fixed plate through supporting the piece and let the fixed plate can be to the further reinforcement of frame when the backup pad atress, makes the backup pad be difficult to take place to break away from in being connected to the soil layer through first connecting block simultaneously, and the rethread bracing piece is connected the second connecting block and is let first connecting block be difficult to take place the swing simultaneously.
Drawings
FIG. 1 is a schematic sectional view of the overall structure of the present invention;
fig. 2 is an enlarged schematic view of fig. 1A of the present invention;
fig. 3 is a schematic top view of the middle frame of the present invention.
Illustration of the drawings:
a frame 1; a reinforcing rib 101; a stopper block 102; a first connection plate 103; a rack 104; a gear 105; a spring 106; a connecting shaft 107; a buffer plate 108; a fixing rod 109; a dowel bar 110; a second connecting plate 111; a buffer rod 112; a support plate 113; a connecting rod 114; a butting block 115; a fixing plate 116; a first connection block 117; a support rod 118; a second connection block 119; and a soil layer 2.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, a high-rise building foundation embedded frame structure comprises a frame 1 and a soil layer 2, wherein the soil layer 2 is fixedly arranged on one side of the frame 1;
the frame 1 comprises a reinforcing rib 101, a limiting block 102, a first connecting plate 103, a rack 104, a gear 105, a spring 106, a connecting shaft 107, a buffer plate 108, a fixing rod 109, a dowel bar 110, a second connecting plate 111, a buffer rod 112, a supporting plate 113, a connecting rod 114, a resisting block 115, a fixing plate 116, a first connecting block 117, a supporting rod 118 and a second connecting block 119, wherein the reinforcing rib 101 is fixedly arranged in the frame 1, the limiting block 102 is fixedly arranged below the reinforcing rib 101, the first connecting plate 103 is fixedly arranged below the limiting block 102, the rack 104 is fixedly arranged below the first connecting plate 103, the gear 105 is movably connected to one side of the rack 104, the spring 106 is fixedly arranged in the gear 105, the connecting shaft 107 is fixedly arranged at one end of the spring 106, the buffer plate 108 is fixedly arranged at the bottom end of the rack 104, the fixing rod 109 is fixedly arranged below the buffer plate 108, and the buffer rod 110, bottom fixed mounting of dowel steel 110 has second connecting plate 111, the below fixed mounting of second connecting plate 111 has buffer beam 112, outer wall below fixed mounting of frame 1 has backup pad 113, one side fixed mounting of backup pad 113 has connecting rod 114, the one end fixed mounting of connecting rod 114 has support piece 115, support one side fixed mounting of piece 115 has fixed plate 116, the bottom fixed mounting of backup pad 113 has first connecting block 117, one side fixed mounting of first connecting block 117 has bracing piece 118, the one end fixed mounting of bracing piece 118 has second connecting block 119.
The reinforcing ribs 101 are two reinforcing ribs 101 which are connected in a staggered mode, the diameter of each reinforcing rib 101 is 3cm-5cm, the frame 1 is reinforced through the reinforcing ribs 101, and deformation of the frame 1 when the frame 1 is pressed is prevented.
Wherein, stopper 102 all establishes the junction in strengthening rib 101 bottom, and stopper 102 is the triangle-shaped structure, consolidates strengthening rib 101 through spacing 102, can spread into the bottom with the power that strengthening rib 101 received simultaneously.
Wherein, rack 104 all is equipped with in the both sides of gear 105, and rack 104 fixed connection of one side is in the below of first connecting plate 103, and the rack 104 of opposite side runs through first connecting plate 103 and is connected to the bottom of stopper 102, and rack 104 of one side can drive rack 104 of opposite side and upwards remove when driving gear 105 and rotate and push up the bottom of stopper 102 and carry out the pressure of relieving.
Wherein, the both ends welding of connecting axle 107 is connected to the inner wall of frame 1, and the periphery of connecting axle 107 all is connected to the inner wall of gear 105 through a plurality of springs 106, makes gear 105 pass through spring 106 can effectually slow down the slew velocity of gear 105 when the periphery of connecting axle 107 rotates, makes the pressure that stopper 102 brought cushion.
Wherein, both sides of the fixing plate 116 are connected with screws, and the screws tightly stick to one end of the abutting block 115, so that the abutting block 115 is not easy to break away, the connecting rod 114 has a stable structure, and the supporting plate 113 is not easy to damage.
Wherein, first connecting block 117 and second connecting block 119 all are the trapezium structure, and second connecting block 119 connects at frame 1's inner wall, makes the backup pad 113 be difficult to take place to break away from with soil layer 2 through first connecting block 117, and rethread second connecting block 119 lets first connecting block 117 be difficult to take place to swing.
The working principle is as follows: when the device is used, the frame 1 is placed at an embedded position in the soil layer 2, then the frame 1 is reinforced through the reinforcing ribs 101 to prevent the frame 1 from deforming when being stressed, then the reinforcing ribs 101 are fixed through the limiting blocks 102 to prevent the reinforcing ribs 101 from changing when being stressed, then the limiting blocks 102 drive the first connecting plates 103 to press downwards to drive the racks 104 to move downwards to enable the gears 105 to rotate, the gears 105 rotate at the same time, the springs 106 rotate on the connecting shafts 107 to effectively reduce the rotating speed of the gears 105 to reduce the pressure, meanwhile, the gears drive the racks 104 on the other side to move upwards to push against the limiting blocks 102 to resist, so that the frame 1 has strong buffering capacity and is not easy to deform, then the buffering plates 108 are driven to buffer when the racks 104 move downwards, then the pressure borne by the buffering plates 108 is transmitted to the second connecting plates 111 through the fixing rods 109, rethread dowel steel 110 supports each other the power that dead lever 109 received and slows, rethread buffer bar 112 consolidates the both ends of buffer board 108, prevent the fracture, it is fixed to the outer wall of frame 1 through backup pad 113 at last, rethread fixed plate 116 is connected the bottom of frame 1 and soil layer 2 junction, drive connecting rod 114 when backup pad 113 atress and extrude fixed plate 116 through supporting piece 115 and let fixed plate 116 can be to further reinforcement of frame 1, make backup pad 113 be difficult to take place to break away from in being connected to soil layer 2 through first connecting piece 117 simultaneously, rethread bracing piece 118 is connecting second connecting block 119 and is making first connecting block 117 be difficult to take place the swing.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. A high-rise building foundation embedded frame structure comprises a frame (1) and a soil layer (2), and is characterized in that the soil layer (2) is fixedly arranged on one side of the frame (1);
the frame (1) comprises a reinforcing rib (101), a limiting block (102), a first connecting plate (103), a rack (104), a gear (105), a spring (106), a connecting shaft (107), a buffer plate (108), a fixing rod (109), a dowel bar (110), a second connecting plate (111), a buffer rod (112), a supporting plate (113), a connecting rod (114), a abutting block (115), a fixing plate (116), a first connecting block (117), a supporting rod (118) and a second connecting block (119), the reinforcing rib (101) is fixedly arranged in the frame (1), the limiting block (102) is fixedly arranged below the reinforcing rib (101), the first connecting plate (103) is fixedly arranged below the limiting block (102), the rack (104) is fixedly arranged below the first connecting plate (103), and the gear (105) is movably connected to one side of the rack (104), the inner fixed mounting of the gear (105) is provided with a spring (106), one end of the spring (106) is fixedly provided with a connecting shaft (107), the bottom end of the rack (104) is fixedly provided with a buffer plate (108), the lower part of the buffer plate (108) is fixedly provided with a fixing rod (109), one side of the fixing rod (109) is fixedly provided with a dowel steel (110), the bottom of the dowel steel (110) is fixedly provided with a second connecting plate (111), the lower part of the second connecting plate (111) is fixedly provided with a buffer rod (112), the outer wall lower part of the frame (1) is fixedly provided with a supporting plate (113), one side of the supporting plate (113) is fixedly provided with a connecting rod (114), one end of the connecting rod (114) is fixedly provided with a supporting block (115), one side of the supporting block (115) is fixedly provided with a fixing plate (116), the bottom end of the supporting plate (113) is fixedly provided with, one side fixed mounting of first connecting block (117) has bracing piece (118), the one end fixed mounting of bracing piece (118) has second connecting block (119).
2. The embedded frame structure of the high-rise building foundation according to claim 1, wherein the two reinforcing ribs (101) are connected in a staggered manner, and the diameter of each reinforcing rib (101) is 3cm-5 cm.
3. The embedded frame structure of the high-rise building foundation according to claim 1, wherein the limiting blocks (102) are arranged at the joints of the bottom ends of the reinforcing ribs (101), and the limiting blocks (102) are in a triangular structure.
4. The embedded frame structure of the high-rise building foundation according to claim 1, wherein the rack (104) is arranged on both sides of the gear (105), the rack (104) on one side is fixedly connected below the first connecting plate (103), and the rack (104) on the other side penetrates through the first connecting plate (103) and is connected to the bottom end of the limiting block (102).
5. The embedded frame structure of the high-rise building foundation according to claim 1, wherein two ends of the connecting shaft (107) are welded to the inner wall of the frame (1), and the periphery of the connecting shaft (107) is connected to the inner wall of the gear (105) through a plurality of springs (106).
6. The embedded frame structure of the high-rise building foundation according to claim 1, wherein both sides of the fixing plate (116) are connected with screws, and the screws are closely attached to one end of the abutting block (115).
7. The embedded frame structure of the high-rise building foundation according to claim 1, wherein the first connecting block (117) and the second connecting block (119) are both in a trapezoidal structure, and the second connecting block (119) is connected to the inner wall of the frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921768537.7U CN211773817U (en) | 2019-10-21 | 2019-10-21 | Pre-buried frame construction of high-rise building basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921768537.7U CN211773817U (en) | 2019-10-21 | 2019-10-21 | Pre-buried frame construction of high-rise building basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211773817U true CN211773817U (en) | 2020-10-27 |
Family
ID=72934488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921768537.7U Expired - Fee Related CN211773817U (en) | 2019-10-21 | 2019-10-21 | Pre-buried frame construction of high-rise building basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211773817U (en) |
-
2019
- 2019-10-21 CN CN201921768537.7U patent/CN211773817U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2835351Y (en) | Horizontal supporting structure for reinforced concrete loop truss in deep foundation pit | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN104790383B (en) | A kind of upright column pile for foundation pit | |
| CN211773817U (en) | Pre-buried frame construction of high-rise building basis | |
| CN216379490U (en) | Plum blossom mold hard and soft composite pile suitable for collapsible loess area | |
| CN214656419U (en) | Steel pipe sand filling type ultrahigh support | |
| CN213448091U (en) | Bridge overhauling device for municipal engineering | |
| CN114718318A (en) | Concrete placement device for building | |
| CN207727558U (en) | A kind of pile foundation quality control system | |
| CN207312376U (en) | A kind of stable big draw box mechanism in intelligent mobile station | |
| CN211816495U (en) | Old building reinforced foundation structure with strong loading capacity | |
| CN213867273U (en) | Asphalt crack sealing machine | |
| CN211473583U (en) | Aerial vertical connecting device of building steel structure | |
| CN101260691A (en) | Collapse-resisting column top slipping reinforced concrete frame construction | |
| CN206308705U (en) | A kind of concrete assembled basis | |
| CN212053231U (en) | High-rise building steel structure support | |
| CN218779490U (en) | Pile foundation concrete pouring platform | |
| CN219450794U (en) | Temporary pile foundation supporting structure based on prefabricated small box girder | |
| CN214026235U (en) | Turn round prefabricated steel form of king's block | |
| CN211948536U (en) | Reinforced structure of hydraulic engineering retaining wall | |
| CN216922142U (en) | Highway tunnel preliminary bracing punishment of collapsing strengthens device | |
| CN210529442U (en) | Concrete cushion construction is with rolling roller | |
| CN220414960U (en) | Tool for eliminating load settlement of erection support in existing culvert | |
| CN215593728U (en) | Steel construction bridge one end center rotary device | |
| CN216691121U (en) | Temporary supporting equipment for tunnel bridge construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221129 Address after: 313100 Changxing County Huzhou town industrial concentration area, Huzhou, Zhejiang Patentee after: Zhejiang Jiangao Machinery Technology Co.,Ltd. Address before: 554300 No. 325, Longtangwan, liaogao street, Songtao Miao Autonomous County, Tongren City, Guizhou Province Patentee before: Li Zhijun |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201027 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |