CN217925158U - Shock insulation support for building - Google Patents
Shock insulation support for building Download PDFInfo
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- CN217925158U CN217925158U CN202221834208.XU CN202221834208U CN217925158U CN 217925158 U CN217925158 U CN 217925158U CN 202221834208 U CN202221834208 U CN 202221834208U CN 217925158 U CN217925158 U CN 217925158U
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- steel
- fixedly connected
- shock insulation
- embedded plate
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Abstract
The utility model discloses a shock insulation support for buildings, which comprises a shock insulation support mechanism, wherein the shock insulation support mechanism comprises a lower supporting pier seat, a connecting plate, a reinforcing mesh, an anchor bar and a bearing platform; the inner wall of the top of the lower support pier seat is provided with a rectangular hole, a positioning embedded plate is connected in the rectangular hole in a sliding mode, and the top of the positioning embedded plate is provided with a center hole. The utility model discloses a dowel steel and the pre-buried board fixed connection in location that sets up, through the perpendicular muscle that sets up and the dowel steel fixed connection that corresponds, link together two perpendicular muscle through the well word muscle, through the three ring shape steel ring that sets up, holistic stability in the back of pouring has been improved, pour concrete in the pier base downwards through the centre bore, pier base under the rebound, lower pier base and the separation of the pre-buried board in location, connect its inside through the steel construction, not only can make holistic stability improve, and better shock insulation effect has still been played.
Description
The technical field is as follows:
the utility model relates to a building support technical field specifically is a shock insulation support for building.
Background art:
the definition of building is a general term of buildings and structures, and is an artificial environment created by people by using mastered material technical means and applying certain scientific laws, geomantic omen and aesthetic rules to meet the needs of social life.
Although the existing support for the building is formed by pouring concrete, the existing support for the building is lack of a steel structure to connect the interior of the support, so that the overall stability is poor, the effect of shock insulation is not good, and therefore the shock insulation support for the building is provided for solving the problems.
The utility model has the following contents:
an object of the utility model is to provide a shock insulation support for building to solve one of the problem that proposes among the above-mentioned background art.
The utility model discloses by following technical scheme implement: a shock insulation support for a building comprises a shock insulation support mechanism, wherein the shock insulation support mechanism comprises a lower supporting pier seat, a connecting plate, a reinforcing steel bar net piece, an anchor bar and a bearing platform;
the improved pier comprises a lower pier base and is characterized in that a rectangular hole is formed in the inner wall of the top of the lower pier base, a positioning embedded plate is connected in the rectangular hole in a sliding mode, a center hole is formed in the top of the positioning embedded plate, two connecting plates are fixedly connected to the bottom of the positioning embedded plate, four inserting bars are arranged below the positioning embedded plate, the connecting plates are fixedly sleeved on the outer sides of the two corresponding inserting bars, the inserting bars are correspondingly arranged on two sides of the outer side of the two corresponding inserting bars, one end, far away from each other, of each inserting bar is fixedly connected with vertical bars, the two corresponding vertical bars are fixedly connected with the same # -shaped bar, and a reinforcing bar net piece is fixedly sleeved on the outer side of the # -shaped bar.
As further preferable in the present technical solution: the outer side of the reinforcing mesh is fixedly sleeved with three circular steel rings, and four corners of the bottom of the positioning embedded plate are fixedly connected with steel sleeves.
As further preferable in the present technical solution: and four corners of the top of the positioning embedded plate are movably contacted with rubber sleeves, and the top ends of the rubber sleeves are movably contacted with steel gaskets.
As further preferable in the present technical solution: a first bolt is arranged in the steel sleeve, and the top of the first bolt extends to the position above the corresponding steel washer.
As further preferable in the present technical solution: the first bolt is in threaded connection with the corresponding steel washer, and the first bolt is in threaded connection with the positioning embedded plate.
As further preferable in the present technical solution: the bottom end of the first bolt is movably connected with an anchor bar, and the same connecting rod is fixedly connected between the anchor bar and the corresponding reinforcing mesh.
As further preferable in the present technical solution: the bottom movable contact of pier foundation has the cushion cap down, the top fixedly connected with four rectangular blocks of cushion cap, corresponding two the top is all seted up the draw-in groove that the opening set up for one side that the rectangular block is close to each other.
As further preferable in the present technical solution: two clamping blocks are fixedly connected to two sides of the lower pier base and clamped with corresponding clamping grooves, the clamping blocks are in threaded connection with corresponding rectangular blocks through second bolts, round rods are fixedly connected to four corners of the bottom of the bearing platform, and pointed blocks are fixedly connected to the bottom ends of the round rods.
The utility model has the advantages that: the utility model discloses a dowel steel and the pre-buried board fixed connection in location that sets up, through the perpendicular muscle that sets up and the dowel steel fixed connection that corresponds, link together two perpendicular muscle through the well word muscle, through the three ring shape steel ring that sets up, holistic stability in the back of pouring has been improved, pour concrete in the pier base downwards through the centre bore, pier base under the rebound, lower pier base and the separation of the pre-buried board in location, connect its inside through the steel construction, not only can make holistic stability improve, and better shock insulation effect has still been played.
Description of the drawings:
in order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic view of a front perspective structure of the present invention;
fig. 2 is a schematic view of the internal cross-sectional structure of the middle and lower support pier base of the present invention;
FIG. 3 is a schematic view of the internal cross-sectional three-dimensional structure of the middle steel sleeve of the present invention;
fig. 4 is an enlarged schematic perspective view of a region a in fig. 1.
In the figure: 1. a shock insulation support mechanism; 2. a lower pier seat; 3. a rectangular hole; 4. positioning the pre-buried plate; 5. a central bore; 6. a connecting plate; 7. inserting ribs; 8. erecting ribs; 9. reinforcement in a shape like a Chinese character 'jing'; 10. reinforcing mesh sheets; 11. a circular steel ring; 12. a steel sleeve; 13. a rubber sleeve; 14. a steel washer; 15. a first bolt; 16. anchoring ribs; 17. a connecting rod; 18. a bearing platform; 19. a rectangular block; 20. a card slot; 21. a clamping block; 22. a second bolt; 23. a round bar; 24. a pointed block.
The specific implementation mode is as follows:
the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the 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 efforts all belong to the protection scope of the present invention.
Examples
Referring to fig. 1-4, the present invention provides a technical solution: a shock insulation support for a building comprises a shock insulation support mechanism 1, wherein the shock insulation support mechanism 1 comprises a lower supporting pier 2, a connecting plate 6, a steel bar net piece 10, an anchor bar 16 and a bearing platform 18;
seted up rectangular hole 3 on the top inner wall of lower pier base 2, sliding connection has location built-in plate 4 in rectangular hole 3, centre bore 5 has been seted up at the top of location built-in plate 4, two connecting plates 6 of the bottom fixedly connected with of location built-in plate 4, the below of location built-in plate 4 is equipped with four joint bars 7, the outside at two corresponding joint bars 7 is established to connecting plate 6 fixed cover, the equal fixedly connected with vertical bar 8 of one end that two corresponding joint bars 7 kept away from each other, the same well word muscle 9 of fixedly connected with between two corresponding vertical bar 8, the fixed cover in the outside of well word muscle 9 is equipped with reinforcing bar net piece 10, joint bar 7 and the location built-in plate 4 fixed connection through setting up, thereby the stability of location built-in plate 4 has been improved, through the vertical bar 8 and the 7 fixed connection of corresponding joint bar that set up, thereby make the joint bar 7 connect more firm.
In this embodiment, specifically: the fixed cover in the outside of reinforcing bar net piece 10 is equipped with three ring shape steel ring 11, and the equal fixedly connected with steel sleeve 12 in bottom four corners of location embedded plate 4 has improved the holistic stability after pouring through the three ring shape steel ring 11 that sets up.
In this embodiment, specifically: the four corners of the top of the positioning embedded plate 4 are in movable contact with rubber sleeves 13, the top ends of the rubber sleeves 13 are in movable contact with steel washers 14, and the rubber sleeves 13 are arranged to achieve a connecting effect.
In this embodiment, specifically: be equipped with first bolt 15 in the steel sleeve 12, the top of first bolt 15 extends to the top of the steel washer 14 that corresponds, and the setting of first bolt 15 has played the dead effect of lock.
In this embodiment, specifically: the first bolt 15 is in threaded connection with the corresponding steel washer 14, and the first bolt 15 is in threaded connection with the positioning embedded plate 4, so that the stability of the steel washer 14 is improved.
In this embodiment, specifically: the bottom end of the first bolt 15 is movably connected with an anchor bar 16, the same connecting rod 17 is fixedly connected between the anchor bar 16 and the corresponding reinforcing mesh 10, and the connecting rod 17 is arranged to achieve the connecting effect.
In this embodiment, specifically: the bottom of lower pier base 2 is movable contact with cushion cap 18, and four rectangular blocks 19 of top fixedly connected with of cushion cap 18, and the draw-in groove 20 that the top set up for the opening has all been seted up to two corresponding rectangular blocks 19 one side that are close to each other, and the setting of draw-in groove 20 has played the effect that clamps.
In this embodiment, specifically: two clamping blocks 21 are fixedly connected to two sides of the lower pier seat 2, the clamping blocks 21 are clamped with the corresponding clamping grooves 20, the clamping blocks 21 are in threaded connection with the corresponding rectangular blocks 19 through second bolts 22, round rods 23 are fixedly connected to four corners of the bottom of the bearing platform 18, pointed blocks 24 are fixedly connected to the bottom ends of the round rods 23, and the second bolts 22 are arranged to achieve the locking effect.
Theory of operation or structural principle, insert pole 23 in soil through sharp piece 24, the stability of cushion cap 18 has been improved, in use, dowel 7 and the pre-buried board 4 fixed connection of location through setting up, thereby the stability of the pre-buried board 4 of location has been improved, through the vertical bar 8 and the 7 fixed connection of dowel that corresponds that set up, thereby make the dowel 7 connect more firm, link together two vertical bars 8 through well style of calligraphy muscle 9, stability between two vertical bars 8 has been improved, two reinforcing bar net pieces 10 of fixedly connected with between two well style of calligraphy muscle 9, the stability of well style of calligraphy muscle 9 has been improved, through the three ring shape steel ring 11 that sets up, the holistic stability after having improved pouring, through first bolt 15 and the 14 threaded connection of the steel packing ring that corresponds, first bolt 15 and the 4 threaded connection of the pre-buried board of location, the stability of steel packing ring 14 has been improved, after following, through centre bore 5 downward pier foundation 2 pouring concrete, after concrete placement completion, when needing to take down pier foundation 2 down, rotate second bolt 22, the separation fixture block 21 that corresponds, the whole removal of the fixture block 21 and the lower carriage that moves, the utility model not only has improved, the utility model relates to the utility model to the lower carriage, the isolation bearing block 2, the utility model discloses a lower carriage 20 that the isolation effect is better.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. A shock insulation support for a building is characterized by comprising a shock insulation support mechanism (1), wherein the shock insulation support mechanism (1) comprises a lower support pedestal (2), a connecting plate (6), a reinforcing mesh (10), anchor bars (16) and a bearing platform (18);
rectangular hole (3) have been seted up on the top inner wall of lower pier base (2), sliding connection has location embedded plate (4) in rectangular hole (3), centre bore (5) have been seted up at the top of location embedded plate (4), two connecting plates (6) of the bottom fixedly connected with of location embedded plate (4), the below of location embedded plate (4) is equipped with four dowel steel (7), connecting plate (6) fixed cover is established in the outside of two dowel steel (7) that correspond, corresponding two the equal fixedly connected with in one end that dowel steel (7) kept away from each other erects muscle (8), corresponding two fixedly connected with is same well word muscle (9) between erecting muscle (8), the fixed cover in the outside of well word muscle (9) is equipped with reinforcing bar net piece (10).
2. A seismic isolation mount for construction as claimed in claim 1, wherein: the outer side of the steel bar net piece (10) is fixedly sleeved with three circular steel rings (11), and four corners of the bottom of the positioning embedded plate (4) are fixedly connected with steel sleeves (12).
3. A seismic isolation mount for construction as claimed in claim 1, wherein: four corners of the top of the positioning embedded plate (4) are in movable contact with rubber sleeves (13), and the top ends of the rubber sleeves (13) are in movable contact with steel gaskets (14).
4. A seismic isolation mount for construction as claimed in claim 2, wherein: a first bolt (15) is arranged in the steel sleeve (12), and the top of the first bolt (15) extends to the position above the corresponding steel washer (14).
5. A seismic isolation bearing for construction as claimed in claim 4, wherein: the first bolt (15) is in threaded connection with the corresponding steel washer (14), and the first bolt (15) is in threaded connection with the positioning embedded plate (4).
6. A seismic isolation bearing for construction as claimed in claim 5, wherein: the bottom end of the first bolt (15) is movably connected with an anchor bar (16), and the same connecting rod (17) is fixedly connected between the anchor bar (16) and the corresponding reinforcing mesh (10).
7. A seismic isolation mount for construction as claimed in claim 1, wherein: the bottom of lower pier seat (2) movable contact has cushion cap (18), four rectangular blocks (19) of top fixedly connected with of cushion cap (18), corresponding two draw-in groove (20) that the top set up for the opening are all seted up to one side that rectangular block (19) are close to each other.
8. A seismic isolation mount for construction as claimed in claim 1, wherein: two clamping blocks (21) are fixedly connected to two sides of the lower pier base (2), the clamping blocks (21) are clamped with corresponding clamping grooves (20), the clamping blocks (21) are in threaded connection with corresponding rectangular blocks (19) through second bolts (22), round rods (23) are fixedly connected to four corners of the bottom of the bearing platform (18), and pointed blocks (24) are fixedly connected to the bottom ends of the round rods (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221834208.XU CN217925158U (en) | 2022-07-15 | 2022-07-15 | Shock insulation support for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221834208.XU CN217925158U (en) | 2022-07-15 | 2022-07-15 | Shock insulation support for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217925158U true CN217925158U (en) | 2022-11-29 |
Family
ID=84189638
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221834208.XU Active CN217925158U (en) | 2022-07-15 | 2022-07-15 | Shock insulation support for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217925158U (en) |
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2022
- 2022-07-15 CN CN202221834208.XU patent/CN217925158U/en active Active
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