CN216238288U - Bluestone railing structure - Google Patents
Bluestone railing structure Download PDFInfo
- Publication number
- CN216238288U CN216238288U CN202122916817.1U CN202122916817U CN216238288U CN 216238288 U CN216238288 U CN 216238288U CN 202122916817 U CN202122916817 U CN 202122916817U CN 216238288 U CN216238288 U CN 216238288U
- Authority
- CN
- China
- Prior art keywords
- bluestone
- grouting
- steel bars
- vertical
- depth
- 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
- ARUVKPQLZAKDPS-UHFFFAOYSA-L Copper(II) sulfate Chemical compound [Cu+2].[O-][S+2]([O-])([O-])[O-] ARUVKPQLZAKDPS-UHFFFAOYSA-L 0.000 title claims abstract description 125
- 229910000366 copper(II) sulfate Inorganic materials 0.000 title claims abstract description 125
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 20
- 238000007569 slipcasting Methods 0.000 claims description 20
- 230000003014 reinforcing Effects 0.000 claims description 15
- 239000004575 stone Substances 0.000 claims description 14
- 229910052878 cordierite Inorganic materials 0.000 claims 6
- 239000011440 grout Substances 0.000 abstract description 6
- 238000011065 in-situ storage Methods 0.000 abstract description 3
- 239000011435 rock Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 3
- 230000000875 corresponding Effects 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000002349 favourable Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 230000000149 penetrating Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Abstract
The utility model relates to a bluestone railing structure, which comprises a plurality of pile foundation reinforcing steel bars, lower transverse bluestones, vertical bluestones and upper transverse bluestones, wherein the lower transverse bluestones, the vertical bluestones and the upper transverse bluestones are arranged on a retaining wall; the upper surface of the lower horizontal bluestone vertically penetrates downwards to be provided with a grouting hole, and the pile foundation reinforcing steel bars extend upwards into the grouting hole; the middle part of the lower surface of the vertical bluestone is prefabricated with a plurality of first steel bars which vertically extend downwards, the first steel bars extend downwards into the grouting holes, and concrete inner cores are poured in the grouting holes, so that the lower horizontal bluestone and the vertical bluestone are bonded into a whole. According to the utility model, the vertically through grouting holes are formed in the lower transverse bluestone, so that pile foundation reinforcing steel bars are vertically arranged in the grouting holes, concrete grout is cast in situ, and the first reinforcing steel bars prefabricated on the vertically arranged bluestone vertically extend into the grouting holes before the concrete grout is solidified into a concrete inner core, so that the lower transverse bluestone and the vertically arranged bluestone are bonded into a whole after the concrete grout is solidified, and the tensile strength and the compressive strength of the whole stand column are favorably ensured.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, and particularly relates to a bluestone railing structure.
Background
Common town road railing has galvanized steel spraying guardrail, also has the stone railing that various stones were made, thereby links firmly as an organic whole after overlapping by a plurality of bars stone usually and appears as a whole stand to bluestone railing, links together a plurality of stands again and becomes one row of blue or green stone railing. At present, the construction process of constructing a plurality of bars of stones into a whole upright column is that, as shown in fig. 1, pile foundation steel bars 1 extending vertically and upwardly are usually reserved on the upper surface of a retaining wall (railing foundation), the length of the reserved pile foundation steel bars 1 is larger than the height of lower horizontal bluestone 2, then holes for the pile foundation steel bars 1 to penetrate one by one are pre-drilled in the lower horizontal bluestone 2, then the lower horizontal bluestone 2 penetrates through the pile foundation steel bars along the direction of the pile foundation steel bars 1 and is placed on the retaining wall, so that the pile foundation steel bars still extend from the upper surface of the lower horizontal bluestone 2, the vertical bluestone is continuously inserted and connected, and then the upright bluestone is bonded into a whole in a gluing or grouting manner; the upper horizontal bluestone is also spliced in the same way, and finally, the whole upright post is formed.
The above structure has the following defects: the hoisting of one-to-one jacks is inconvenient; the pile foundation reinforcing bar of reservation is longer, if the gesture of pile foundation reinforcing bar has the slope slightly, will bring inconvenience to horizontal blue or green stone and other bluestone under subsequent putting, and then can't guarantee that whole stand also is vertical gesture, and the work progress is troublesome, need pay attention to the hole of reserving in passing the bluestone with the reinforcing bar, the not good problem of bluestone railing shaping quality appears easily.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model aims to provide a bluestone railing structure, which solves the problems of inconvenience in construction and difficulty in quality guarantee of the existing bluestone railing and achieves the effects of convenience in construction and higher forming quality.
In order to solve the technical problems, the utility model adopts the following technical scheme:
a bluestone railing structure comprises a plurality of pile foundation reinforcing steel bars which are reserved on the upper surface of a retaining wall and extend vertically and upwards, lower transverse bluestone arranged on the retaining wall, vertically arranged bluestone and upper transverse bluestone; the lower horizontal bluestone, the vertical bluestone and the upper horizontal bluestone are sequentially arranged from bottom to top; the upper surface of the lower horizontal bluestone vertically penetrates downwards to be provided with a grouting hole capable of containing the pile foundation reinforcing steel bars, and the pile foundation reinforcing steel bars extend upwards into the grouting hole; the middle part of the lower surface of the vertical bluestone is prefabricated with a plurality of first steel bars which vertically extend downwards, the first steel bars extend downwards into the grouting holes, and concrete inner cores are poured in the grouting holes, so that the lower horizontal bluestone and the vertical bluestone are bonded into a whole.
Further perfecting the technical scheme, the middle part of the upper surface of the vertically arranged bluestone is vertically downwards provided with a grouting groove; a plurality of third steel bars which vertically extend downwards are prefabricated on the lower surface of the upper horizontal bluestone, and the third steel bars extend downwards into the grouting groove; concrete inner cores are poured in the grouting grooves, so that the upper horizontal bluestone and the vertical bluestone are bonded into a whole.
Furthermore, a plurality of second steel bars which vertically extend upwards are prefabricated on the bottom surface of the grouting groove.
Furthermore, the length that the pile foundation reinforcing bar stretched into in the slip casting hole is less than the degree of depth in slip casting hole and is greater than the half of the slip casting hole degree of depth, the length that first reinforcing bar stretched into in the slip casting hole is less than the degree of depth in slip casting hole and is greater than the half of the slip casting hole degree of depth.
Furthermore, the length of the second steel bar extending from the bottom surface of the grouting groove is smaller than the depth of the grouting groove and is greater than half of the depth of the grouting groove, and the length of the third steel bar extending into the grouting groove is smaller than the depth of the grouting groove and is greater than half of the depth of the grouting groove.
Furthermore, the side surfaces of two sides of the lower horizontal bluestone are flush with the side surfaces of two sides of the vertical bluestone; the side surfaces of the two sides of the upper horizontal bluestone protrude out of the side surfaces of the two sides of the vertical bluestone.
Furthermore, the lower horizontal bluestone comprises a first barred rock and a second barred rock which are adjacent along the length direction, the end faces of the first barred rock and the second barred rock are abutted, vertically-penetrating grouting grooves are respectively formed in the middle of the abutted end faces of the first barred rock and the second barred rock, and the two grouting grooves are communicated and form the grouting holes.
Compared with the prior art, the utility model has the following beneficial effects:
according to the bluestone railing structure, the lower transverse bluestone is provided with the grouting hole capable of containing each pile foundation steel bar simultaneously, each pile foundation steel bar is only required to be vertically arranged in the grouting hole, then concrete grout is poured in situ, and before the concrete grout is solidified into a concrete inner core, the first steel bar prefabricated on the vertically arranged bluestone is downwards stretched into the grouting hole, so that the end surfaces of two sides of the lower transverse bluestone and the vertically arranged bluestone are aligned, and thus after the concrete grout is solidified, the lower transverse bluestone and the vertically arranged bluestone are bonded into a whole without paying attention to the fact that the pile foundation steel bars are inserted into the hole with the diameter slightly larger than that of the steel bars in an aligned mode; divide into two sections with an original whole pile foundation reinforcing bar, partly pre-buried in vertical position blue stone of one section (being first reinforcing bar), another part extends and inserts in the slip casting downthehole, is favorable to guaranteeing the tensile strength and the compressive strength of whole stand like this.
Drawings
FIG. 1 is a schematic structural view of a conventional bluestone railing post of the background art;
FIG. 2 is a schematic cross-sectional view of a bluestone balustrade structure according to an embodiment;
FIG. 3 is a schematic view of a bluestone balustrade comprising the present bluestone balustrade structure;
the pile foundation steel bar 1, the lower horizontal bluestone 2, the vertical bluestone 3, the upper horizontal bluestone 4, the grouting hole 201, the first steel bar 301, the grouting groove 302, the second steel bar 303 and the third steel bar 401.
Detailed Description
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
Referring to fig. 2 and 3, a bluestone railing structure of an embodiment includes a plurality of pile-foundation steel bars 1 which are reserved on the upper surface of a retaining wall and extend vertically upwards, a lower horizontal bluestone 2 which is arranged on the retaining wall, a vertical bluestone 3 and an upper horizontal bluestone 4; the lower horizontal bluestone 2, the vertical bluestone 3 and the upper horizontal bluestone 4 are sequentially arranged from bottom to top; the upper surface of the lower horizontal bluestone 2 vertically penetrates downwards to be provided with a grouting hole 201 capable of accommodating the plurality of pile foundation reinforcing steel bars 1, and the plurality of pile foundation reinforcing steel bars 1 extend upwards into the grouting hole 201; the middle part of the lower surface of the vertical bluestone 3 is prefabricated with a plurality of first reinforcing steel bars 301 which vertically extend downwards, the first reinforcing steel bars 301 extend downwards into the grouting holes 201, and concrete inner cores are poured in the grouting holes 201, so that the lower horizontal bluestone 2 and the vertical bluestone 3 are bonded into a whole.
According to the bluestone railing structure, the vertically-through grouting holes 201 are formed in the lower transverse bluestone 2, pile foundation steel bars 1 are vertically arranged in the grouting holes 201, then concrete slurry is poured in situ, and before the concrete slurry is solidified into a concrete inner core, the first steel bars 301 prefabricated on the vertical bluestone 3 vertically extend into the grouting holes 201, so that the side surfaces of two sides of the lower transverse bluestone 2 and the vertical bluestone 3 are aligned, and after the concrete slurry is solidified, the lower transverse bluestone 2 and the vertical bluestone 3 are bonded into a whole without paying attention to aligning and inserting the steel bars into the holes with the diameter being slightly larger than that of the steel bars; and will be original a whole pile foundation reinforcing bar 1 divide into two parts, partly pre-buried in putting upright bluestone 3 of one section (being first reinforcing bar 301), in another part extension inserts slip casting hole 201, is favorable to guaranteeing the tensile strength and the compressive strength of whole stand like this.
During the concrete implementation, the feasible method of prefabricating the first reinforcing steel bar 301 and the second reinforcing steel bar 303 on the vertically-arranged bluestone 3 and prefabricating the third reinforcing steel bar 401 on the horizontally-arranged bluestone 4 is to embed expansion screws on the corresponding surfaces of the bluestones, and then weld the corresponding reinforcing steel bars and the corresponding expansion screws to complete the prefabrication.
With continued reference to fig. 2, a grouting groove 302 is vertically formed downwards in the middle of the upper surface of the vertically arranged bluestone 3; a plurality of third steel bars 401 which vertically extend downwards are prefabricated in the middle of the lower surface of the upper horizontal bluestone 4, and the third steel bars 401 extend downwards into the grouting groove 302; concrete cores are poured into the grouting grooves 302, so that the upper horizontal bluestone 4 and the vertical bluestone 3 are bonded into a whole.
Thus, the upper horizontal bluestone 4 is bonded with the bonded lower horizontal bluestone 2 and vertical bluestone 3 into a whole column in the same way.
A plurality of second steel bars 303 extending vertically and upwards are prefabricated on the bottom surface of the grouting groove 302, a plurality of third steel bars 401 extend downwards into the grouting groove 302, and a concrete inner core is poured in the grouting groove 302, so that the upper horizontal bluestone 4 and the vertical bluestone 3 are bonded into a whole.
Therefore, the prefabricated second steel bar 303 is additionally arranged on the bottom surface of the grouting groove 302, and the tensile strength of the joint of the upper horizontal bluestone 4 and the vertical bluestone 3 is improved.
Wherein, pile foundation reinforcing bar 1 stretches into the degree of depth that the degree of depth of slip casting hole 201 is less than slip casting hole 201 and is greater than the half of the degree of depth of slip casting hole 201, first reinforcing bar 301 stretches into the degree of depth that the degree of depth of slip casting hole 201 is less than and is greater than the half of the degree of depth of slip casting hole 201. The length of the second steel bar 303 extending from the bottom surface of the grouting groove 302 is smaller than the depth of the grouting groove 302 and larger than half of the depth of the grouting groove 302, and the length of the third steel bar 401 extending into the grouting groove 302 is smaller than the depth of the grouting groove 302.
Like this, pile foundation reinforcing bar 1 and first reinforcing bar 301 are for staggering arrange in slip casting hole 201, further improve the tensile strength and the compressive strength of whole stand.
Wherein, the side surfaces of the two sides of the lower horizontal bluestone 2 are flush with the side surfaces of the two sides of the vertical bluestone 3; the side surfaces of the two sides of the upper horizontal bluestone 4 protrude out of the side surfaces of the two sides of the vertical bluestone 3.
In practice, the upper and lower ends of the vertical bluestone 3 can be respectively abutted against the middle parts of the lower horizontal bluestone 2 and the upper horizontal bluestone 4, and correspondingly, the grouting hole 201 is also opened in the middle position of the lower horizontal bluestone 2, which is not particularly limited. In this embodiment, referring to fig. 3, the lower horizontal bluestone 2 includes a first barred rock and a second barred rock which are adjacent to each other along the length direction, end faces of the first barred rock and the second barred rock are abutted, vertically penetrating grouting grooves (not shown in the figure) are respectively formed in the middle of the abutted end faces of the first barred rock and the second barred rock, and the two grouting grooves are communicated and form the grouting hole 201.
Thus, the grouting hole 201 is divided into two halves which are respectively arranged in the middle of the abutted end surfaces of the first strip stone and the second strip stone, and the processing difficulty of the grouting hole 201 is reduced; meanwhile, the appearance is attractive, the strength requirement can be met, and materials can be saved. Ensuring that the side surfaces of two sides of the lower horizontal bluestone 2 are flush with the side surfaces of two sides of the vertical bluestone 3, and the side surfaces of two sides of the upper horizontal bluestone 4 are protruded out of the side surfaces of two sides of the vertical bluestone 3; therefore, the appearance of the whole railing post is simpler and more attractive no matter seen from the front or the side.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (7)
1. A bluestone railing structure comprises a plurality of pile foundation reinforcing steel bars which are reserved on the upper surface of a retaining wall and extend vertically and upwards, lower transverse bluestone arranged on the retaining wall, vertically arranged bluestone and upper transverse bluestone; the lower horizontal bluestone, the vertical bluestone and the upper horizontal bluestone are sequentially arranged from bottom to top;
the method is characterized in that: the upper surface of the lower horizontal bluestone vertically penetrates downwards to be provided with a grouting hole capable of containing the pile foundation reinforcing steel bars, and the pile foundation reinforcing steel bars extend upwards into the grouting hole;
the middle part of the lower surface of the vertical bluestone is prefabricated with a plurality of first steel bars which vertically extend downwards, the first steel bars extend downwards into the grouting holes, and concrete inner cores are poured in the grouting holes, so that the lower horizontal bluestone and the vertical bluestone are bonded into a whole.
2. A cordierite balustrade structure according to claim 1, wherein: a grouting groove is vertically formed downwards in the middle of the upper surface of the vertically arranged bluestone; a plurality of third steel bars which vertically extend downwards are prefabricated on the lower surface of the upper horizontal bluestone, and the third steel bars extend downwards into the grouting groove; concrete inner cores are poured in the grouting grooves, so that the upper horizontal bluestone and the vertical bluestone are bonded into a whole.
3. A cordierite balustrade structure according to claim 2, wherein: and a plurality of second steel bars which vertically extend upwards are prefabricated on the bottom surface of the grouting groove.
4. A cordierite balustrade structure according to claim 1, wherein: pile foundation reinforcing bar stretches into the degree of depth that the downthehole length of slip casting is less than the slip casting hole and is greater than the half of the slip casting hole degree of depth, the downthehole length of first reinforcing bar stretch into the slip casting is less than the degree of depth in slip casting hole and is greater than the half of the slip casting hole degree of depth.
5. A cordierite balustrade structure according to claim 3, wherein: the length of the second reinforcing steel bar extending from the bottom surface of the grouting groove is smaller than the depth of the grouting groove and larger than half of the depth of the grouting groove, and the length of the third reinforcing steel bar extending into the grouting groove is smaller than the depth of the grouting groove and larger than half of the depth of the grouting groove.
6. A cordierite balustrade structure according to claim 1, wherein: the side surfaces of the two sides of the lower horizontal bluestone are flush with the side surfaces of the two sides of the vertical bluestone; the side surfaces of the two sides of the upper horizontal bluestone protrude out of the side surfaces of the two sides of the vertical bluestone.
7. A cordierite balustrade structure according to claim 1, wherein: the lower horizontal bluestone comprises a first strip stone and a second strip stone which are adjacent along the length direction, the end faces of the first strip stone and the second strip stone are abutted, vertically-penetrating grouting grooves are formed in the middle of the abutted end faces of the first strip stone and the second strip stone respectively, and the two grouting grooves are communicated and form the grouting holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122916817.1U CN216238288U (en) | 2021-11-25 | 2021-11-25 | Bluestone railing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122916817.1U CN216238288U (en) | 2021-11-25 | 2021-11-25 | Bluestone railing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216238288U true CN216238288U (en) | 2022-04-08 |
Family
ID=80956284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122916817.1U Active CN216238288U (en) | 2021-11-25 | 2021-11-25 | Bluestone railing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216238288U (en) |
-
2021
- 2021-11-25 CN CN202122916817.1U patent/CN216238288U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101845792B (en) | Method for constructing precast coping through multi-phase strain | |
| CN213953148U (en) | Column type inspection pit precast concrete track column | |
| CN201794161U (en) | Prefabricated integrally cast building structure system with cast-in-place haunched beam | |
| CN111910660A (en) | Ultrahigh slope supporting structure and construction method thereof | |
| CN102418425A (en) | Prefabrication integral casting building structure system with cast-in-site haunched beams, and construction method for prefabrication integral casting building structure system | |
| CN211848867U (en) | Tooth groove type prefabricated bridge pier and bearing platform connecting structure | |
| CN216238288U (en) | Bluestone railing structure | |
| CN113897891B (en) | Construction method of bluestone railing | |
| CN213741571U (en) | Prefabricated column and beam column node for prefabricated concrete building structure reserved steel bar perforation | |
| CN212925885U (en) | Combined concrete upright post and foundation for isolated gate | |
| CN111197315A (en) | Composite column structure for subway station and construction method | |
| CN109487803B (en) | Assembled framework slope protection and construction method thereof | |
| CN111075216A (en) | Combined reinforcing masonry structure with steel pull rods penetrating through longitudinal wall and floor and construction method of combined reinforcing masonry structure | |
| CN113718753B (en) | Anchor underground continuous wall foundation assembled type intermediate wall and construction method | |
| CN201794216U (en) | Reinforced concrete prefabricated beam pre-stressed by pre-tensioning method | |
| CN111005476A (en) | Spliced shear wall and construction process thereof | |
| CN110593437B (en) | Construction method of assembled shear wall | |
| CN218091465U (en) | Assembled non-bearing masonry wall structure | |
| CN217205504U (en) | Novel structure post extends connected node's building reinforced structure | |
| CN212671004U (en) | Stepped surface early structure column, stepped interface structure column and template | |
| CN215907234U (en) | Prefabricated filling plate type stair | |
| CN107542185A (en) | Assemble frame-shear structure curved scissors type combination keyway attachment structure and assembly method | |
| CN213205188U (en) | Assembled enclosure wall | |
| CN212175803U (en) | Composite column structure for subway station | |
| CN115434539B (en) | Newly-increased bare concrete cantilever structure of existing building and connection method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |