CN212078483U - Stone railing ground beam structure - Google Patents
Stone railing ground beam structure Download PDFInfo
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- CN212078483U CN212078483U CN202020587332.5U CN202020587332U CN212078483U CN 212078483 U CN212078483 U CN 212078483U CN 202020587332 U CN202020587332 U CN 202020587332U CN 212078483 U CN212078483 U CN 212078483U
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Abstract
The utility model discloses a stone material railing grade beam structure aims at overcoming the fixed mode of connection of stone material railing and ground basis among the prior art and is firm inadequately, provides a stone material railing grade beam structure who utilizes grade beam and inside steel structure effectively to improve firm in connection degree between stone material railing and the basis. Its structure includes stone material railing, floorbar, sill and basis, and the floorbar setting is in the basis top, and the stone material railing sets up in the floorbar top, and the floorbar top is equipped with the sill in the both sides of stone material railing, is equipped with logical long steel bar structure in floorbar and the sill, is equipped with the anchor bar between floorbar and the basis, is equipped with the bar planting between stone material railing, floorbar and the basis.
Description
Technical Field
The utility model relates to a stone material railing ground beam structure is applicable to and arranges the position of being connected of stone material railing and basis.
Background
When the building faces the sky face protection, often need to set up the railing, the stone material railing is widely adopted because of its characteristics of high-end atmosphere, and the connection of stone material railing and basis just seems to be very important, in case connect firmly enough very easily to take place the incident, threatens personal safety, causes loss of property. The existing stone railing and the ground foundation are fixedly installed through pouring concrete, and the installation and fixing mode is difficult to guarantee in the aspects of connecting the strength and the service life of the stone railing.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the above-mentioned weak point of the fixed mode of connection of stone material railing and ground basis among the prior art, provide and utilize grade beam and inside steel structure effectively to improve a stone material railing grade beam structure of firm in connection degree between stone material railing and the basis.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model discloses a stone material railing sill structure, including stone material railing, floorbar, sill and basis, the floorbar sets up in the basis top, and the stone material railing sets up in the floorbar top, and the floorbar top is equipped with the sill in the both sides of stone material railing, is equipped with logical long steel bar structure in floorbar and the sill, is equipped with the anchor bar between floorbar and the basis, is equipped with the bar planting between stone material railing, floorbar and the basis.
Preferably, the through-length steel bar structure comprises a main bar arranged in the ground beam and a sill steel bar arranged in the sill.
Preferably, the ground beam is internally provided with an upper layer of main ribs and a lower layer of main ribs, the main ribs extend along the full length direction of the ground beam, and the number of the main ribs on each layer is not less than 3.
As preferably, the main muscle outside in the grade beam is equipped with hoop reinforcement in the surrounding, and hoop reinforcement is equipped with a plurality ofly along main muscle length direction equidistance, and adjacent hoop reinforcement interval is 200 mm.
Preferably, a sill reinforcing steel bar extending along the full length of the sill is arranged in each of the two side sills, and the diameter of the sill reinforcing steel bar is not less than 14 mm.
Preferably, a plurality of linear stirrups are arranged between the main reinforcement located on the outermost side of the two sides in the main reinforcement and the sill steel bar on the corresponding side of the main reinforcement at equal intervals along the length direction of the main reinforcement, and the distance between every two adjacent linear stirrups is 400 mm.
Preferably, the ground beam is vertically provided with two rows of anchor bars, the upper ends of the anchor bars are anchored into the ground beam, the lower ends of the anchor bars are anchored into the foundation, the diameter of each anchor bar is not less than 14mm, the upper ends of the anchor bars extend into the ground beam and are flush with the main bar on the upper layer in height, the upper ends of the two rows of anchor bars are bent and welded in the ground beam, the lower ends of the anchor bars are anchored into the foundation, the anchoring length of the lower ends of the anchor bars is more than or equal to 20 times of the diameter of the anchor bars, and the arrangement distance between the anchor bars is less than or equal to 500.
Preferably, the stone railing comprises upright posts and baffle plates, the upright posts are arranged on two sides of the baffle plates, two planting bars are vertically arranged in each upright post, the upper ends of the planting bars are implanted into the upright posts, and the lower ends of the planting bars penetrate through the ground beam and are implanted into the foundation; the diameter of the embedded bar is at least 14mm, and the length of the embedded base at the two ends of the embedded bar is more than or equal to 20 times of the diameter of the embedded bar.
Preferably, the ground beam is internally provided with a drain pipe made of PVC materials, the drain pipe is perpendicular to the whole length direction of the ground beam, and the arrangement distance of the drain pipe is less than or equal to 2000 mm.
Preferably, the concrete strength grade of the ground beam is not lower than C30, and the frost resistance index is not lower than F100.
The technical scheme of the utility model be increase concrete placement's grade beam as connection structure between stone material railing and basis, strengthen the installation fixed stability of stone material railing, the sill plays spacing firm effect in both sides. And the through-length steel bar structures in the through-length direction are arranged on the ground beam and the sill to reinforce the structural strength of the ground beam and the sill. And the anchor bars and the embedded bar structures are arranged to strengthen the firm connection degree among the stone balustrade, the ground beam and the foundation.
Drawings
Fig. 1 is a longitudinal section of the whole structure of a stone balustrade ground beam structure of the present invention.
Fig. 2 is the utility model discloses an overall structure plane cross-sectional view of stone material railing ground beam structure.
Fig. 3 is a cross-sectional view of the stone balustrade ground beam structure at the position of the upright post.
Fig. 4 is a cross-sectional view of the stone balustrade ground beam structure of the present invention at the position of the baffle.
In the figure:
1. a ground beam; 2. a sill; 3. a main rib; 4. sill reinforcing steel bars; 5. hoop reinforcement; 6. a linear stirrup; 7. a foundation; 8. anchoring ribs; 9. planting bars; 10. a column; 11. a baffle plate; 12. and a water discharge pipe.
Detailed Description
The invention is further described with reference to the accompanying drawings and the detailed description.
As shown in fig. 1, fig. 2, fig. 3, fig. 4, the utility model discloses a stone material railing sill structure, including stone material railing, sill 1, sill 2 and basis 7, sill 1 sets up in basis 7 top, and the stone material railing sets up in sill 1 top, and 1 top of sill is equipped with sill 2 in the both sides of stone material railing, is equipped with logical long steel bar structure in sill 1 and sill 2, is equipped with anchor bar 8 between sill 1 and the basis 7, is equipped with bar planting 9 between stone material railing, sill 1 and the basis 7.
The through-length steel bar structure comprises a main bar 3 arranged in the ground beam 1 and a sill steel bar 4 arranged in the sill 2.
The main reinforcement 3 of upper and lower bilayer is joined in marriage in the grade beam 1, and main reinforcement 3 extends along the logical long direction of grade beam 1, and the quantity of every layer of main reinforcement 3 is 3. 3 outside encircles of main muscle in the grade beam 1 are equipped with hoop stirrup 5, and hoop stirrup 5 is equipped with a plurality ofly along 3 length direction equidistance of main muscle, and 5 intervals of adjacent hoop stirrup are 200 mm.
The inside of the sill 2 at two sides is respectively provided with a sill reinforcing steel bar 4 extending along the full length of the sill 2, and the diameter of the sill reinforcing steel bar 4 is not less than 14 mm.
Be equipped with sharp stirrup 6 between the main muscle 3 that lies in the both sides outside in the main muscle 3 and the sill reinforcing bar 4 that corresponds one side, sharp stirrup 6 is equipped with a plurality ofly along 3 length direction equidistance of main muscle, and 6 intervals of adjacent sharp stirrup are 400 mm.
The utility model discloses a foundation construction method, including grade beam 1, the vertical two rows of dowel 8 that are equipped with of grade beam, in 8 upper end anchors of dowel go into grade beam 1, in the lower end anchor goes into basis 7, dowel 8 diameter is not less than 14mm, 8 upper ends of dowel stretch into in grade beam 1 and highly flush with the main muscle 3 on upper strata, buckle and welded connection in grade beam 1 in the upper end of two rows of dowel 8, 8 lower end anchors of dowel go into in the basis 7 and the anchor goes into length and is greater than or equal to 20 times of 8 diameters of dowel, and the anchor 8 arranges the interval and is less than or equal to 500 mm. And the anchor bars 8 and the foundation 7 are anchored and fixed through resin anchoring agents.
The stone railing comprises upright posts 10 and baffle plates 11, the upright posts 10 are arranged on two sides of the baffle plates 11, two planting bars 9 are vertically arranged in each upright post 10, the upper ends of the planting bars 9 are implanted into the upright posts 10, and the lower ends of the planting bars pass through the ground beam 1 and are implanted into the foundation 7; the diameter of the embedded bar 9 is at least 14mm, and the length of the embedded base 7 at the two ends of the embedded bar 9 is more than or equal to 20 times of the diameter of the embedded bar 9. The embedded bars 9 and the upright columns 10 and the foundation 7 are anchored and fixed through resin anchoring agents.
The main reinforcement 3, the sill reinforcement 4, the anchor reinforcement 8 and the embedded reinforcement 9 are hot-rolled ribbed reinforcements.
The floor beam is characterized in that a drain pipe 12 made of PVC materials is arranged in the floor beam 1, the drain pipe 12 is perpendicular to the direction of the whole length of the floor beam 1, and the arrangement distance of the drain pipe 12 is smaller than or equal to 2000 mm. The concrete strength grade of the ground beam 1 is not lower than C30, and the anti-freezing index is not lower than F100.
The technical scheme of the utility model be increase concrete placement's grade beam as connection structure between stone material railing and basis, strengthen the installation fixed stability of stone material railing, the sill plays spacing firm effect in both sides. And the through-length steel bar structures in the through-length direction are arranged on the ground beam and the sill to reinforce the structural strength of the ground beam and the sill. And the anchor bars and the embedded bar structures are arranged to strengthen the firm connection degree among the stone balustrade, the ground beam and the foundation.
Claims (10)
1. The utility model provides a stone material railing sill structure, characterized by, including the stone material railing, sill (1), sill (2) and basis (7), sill (1) sets up in basis (7) top, the stone material railing sets up in sill (1) top, sill (1) top is equipped with sill (2) in the both sides of stone material railing, be equipped with logical long steel bar structure in sill (1) and sill (2), be equipped with between sill (1) and basis (7) anchor bar (8), the stone material railing, be equipped with between sill (1) and the basis (7) bar planting (9).
2. A stone balustrade sill structure according to claim 1, characterized in that said through-length reinforcement structure comprises main reinforcements (3) arranged in the sill (1) and sill reinforcements (4) arranged in the sill (2).
3. A stone balustrade floor beam structure according to claim 2, characterized in that the floor beam (1) is internally provided with upper and lower double-layer main ribs (3), the main ribs (3) extend along the entire length direction of the floor beam (1), and the number of each layer of main ribs (3) is not less than 3.
4. A stone balustrade floor beam structure according to claim 3, characterized in that the main reinforcement (3) in the floor beam (1) is surrounded by hoop reinforcement (5), the hoop reinforcement (5) is provided in plurality at equal intervals along the length direction of the main reinforcement (3), and the distance between adjacent hoop reinforcement (5) is 200 mm.
5. A stone balustrade sill structure as claimed in claim 2, wherein each of the two side sills (2) is provided with a sill reinforcing bar (4) extending along the entire length of the sill (2), and the diameter of the sill reinforcing bar (4) is not less than 14 mm.
6. The stone balustrade floor beam structure of claim 2, wherein the main reinforcements (3) at the outermost sides of the main reinforcements (3) are provided with linear stirrups (6) between the sill reinforcements (4) at the corresponding side, the linear stirrups (6) are equidistantly arranged along the length direction of the main reinforcements (3), and the distance between the adjacent linear stirrups (6) is 400 mm.
7. The stone balustrade ground beam structure of claim 1, wherein the ground beam (1) is vertically provided with two rows of anchor bars (8), the upper ends of the anchor bars (8) are anchored in the ground beam (1), the lower ends of the anchor bars are anchored in the foundation (7), the diameter of the anchor bars (8) is not less than 14mm, the upper ends of the anchor bars (8) extend into the ground beam (1) and are flush with the main bars (3) on the upper layer, the upper ends of the two rows of anchor bars (8) are bent and welded in the ground beam (1), the lower ends of the anchor bars (8) are anchored in the foundation (7) and have anchoring length more than or equal to 20 times of the diameter of the anchor bars (8), and the arrangement distance of the anchor bars (8) is less than or equal to 500 mm.
8. The stone balustrade ground beam structure of claim 1, wherein the stone balustrade comprises upright posts (10) and baffle plates (11), the upright posts (10) are arranged at two sides of the baffle plates (11), two planting bars (9) are vertically arranged in each upright post (10), the upper ends of the planting bars (9) are implanted into the upright posts (10), and the lower ends of the planting bars penetrate through the ground beam (1) and are implanted into the foundation (7); the diameter of the embedded bar (9) is at least 14mm, and the length of the embedded base (7) at the two ends of the embedded bar (9) is more than or equal to 20 times of the diameter of the embedded bar (9).
9. The stone balustrade ground beam structure of claim 1, wherein the ground beam (1) is internally provided with drain pipes (12) made of PVC materials, the drain pipes (12) are arranged perpendicular to the whole length direction of the ground beam (1), and the arrangement distance of the drain pipes (12) is less than or equal to 2000 mm.
10. A stone balustrade floor beam structure according to claim 1, wherein said floor beam (1) has a concrete strength rating of not less than C30 and an anti-freeze index of not less than F100.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020587332.5U CN212078483U (en) | 2020-04-19 | 2020-04-19 | Stone railing ground beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020587332.5U CN212078483U (en) | 2020-04-19 | 2020-04-19 | Stone railing ground beam structure |
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| Publication Number | Publication Date |
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| CN212078483U true CN212078483U (en) | 2020-12-04 |
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| CN202020587332.5U Active CN212078483U (en) | 2020-04-19 | 2020-04-19 | Stone railing ground beam structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114427235A (en) * | 2021-12-30 | 2022-05-03 | 苏州和宏基础工程有限公司 | Building in-process ground beam reinforced structure that rectifies |
-
2020
- 2020-04-19 CN CN202020587332.5U patent/CN212078483U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114427235A (en) * | 2021-12-30 | 2022-05-03 | 苏州和宏基础工程有限公司 | Building in-process ground beam reinforced structure that rectifies |
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