CN112030736A - Construction process of concrete-stone combined railing - Google Patents
Construction process of concrete-stone combined railing Download PDFInfo
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- CN112030736A CN112030736A CN202010760655.4A CN202010760655A CN112030736A CN 112030736 A CN112030736 A CN 112030736A CN 202010760655 A CN202010760655 A CN 202010760655A CN 112030736 A CN112030736 A CN 112030736A
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- concrete
- railing
- tenon
- panel
- stone
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The invention relates to a construction process of a concrete-stone combined railing, and belongs to the field of urban bridge guardrails. The invention comprises an anchoring stress rib, a railing panel, a handrail, a railing base, a column head and a stand column, wherein an upper tenon and a lower tenon are respectively arranged at the upper end and the lower end of the railing panel, an upper mortise is arranged at the upper end of the stand column, a lower mortise is arranged on the railing base, the left end and the right end of the railing panel and the left end and the right end of the handrail are in tenon joint with the stand column, the lower end and the lower tenon of the stand column are both arranged in the lower mortise, the handrail is arranged on the upper tenon, the column head is arranged in the upper mortise, the anchoring stress rib is arranged in the stand column, and one end of the anchoring stress rib is positioned in the lower mortise. The combined railing overcomes the defects of the existing stone railing in the aspects of structure, connection mode, construction process and the like, provides a concrete-stone railing which has higher bearing capacity, more reliable connection, better integrity and convenient construction, and has great popularization and application values.
Description
Technical Field
The invention relates to a construction process of a concrete-stone combined railing, and belongs to the field of urban bridge guardrails.
Background
The stone railing has beautiful and elegant appearance, thick and heavy structure, durability and strong expressive force, and is widely applied to small and medium-span bridges in cities. The stone handrail mainly comprises a vertical column and a handrail, lateral force acts on the handrail, the handrail serves as a force transmission component to transmit load to the vertical column, and all the lateral force is finally borne by the vertical column. The bending resistance bearing capacity of the stone is small, large lateral force is difficult to resist, and designers often increase the cross section size of the handrail to meet the requirement of specifications on the bearing capacity. The method not only leads to the net width of the sidewalk to be compressed and the material consumption to be increased, but also causes great damage to the visual effect of the landscape by the robust railing shape. In addition, for the stone railing, a tenon-and-mortise and adhesive mounting process is generally adopted, the stone railing is easy to loosen, fall off or even break under the action of larger lateral horizontal thrust or strong wind, and potential safety hazards are caused to the passing of people and vehicles.
The existing stone balustrade is generally processed into upright posts, handrails, tenon connecting pieces and the like in a factory and transported to the site for installation. Firstly, the upright post is inserted into the mortise of the cast-in-place base, then the breast board, the handrail and the upright post are in mortise and tenon joint, and finally, the gap between the tenon and the mortise is filled with epoxy mortar glue. The safety of the handrail mainly depends on the reliability and durability of the connection between the tenon and the mortise, the tenon-and-mortise connection has higher technical requirements on the construction process and workers, the handrail is easy to generate the phenomena of tenon looseness, mortar falling and the like along with the passage of time, and the adverse effects are generated on the operation management and the structural safety.
In view of this, the imitative stone guardrail of municipal bridge landscape steel construction is disclosed in patent document with application number 201920292603.1, and this application adopts the mode of joggle to connect for the many places of comparison document for the connection of comparison document makes this application more firm.
Disclosure of Invention
The invention aims to overcome the defects in the prior art, and provides the construction process of the concrete-stone combined railing, which has reasonable structural design, meets the requirement of bearing capacity, simultaneously retains the apparent characteristics of the stone railing, ensures the safe and reliable connection among all members of the railing by the structural form and the construction process, and solves the problems in the background art.
The technical scheme adopted by the invention for solving the problems is as follows: the construction process of the concrete-stone combined railing is characterized in that: the construction process comprises the following steps:
1) performing lofting measurement according to a drawing, marking the position of a stand column, firstly binding reinforcing steel bars of a railing base, simultaneously binding anchoring stress bars of the stand column, reserving a space of a lower tongue-and-groove when concrete of the railing base is poured, and ensuring that the plane position of each control point is consistent with the elevation design in the construction process;
2) stone components such as the breast board, the panel, the handrail and the column cap are processed and manufactured in a factory and transported to a field for installation;
3) the part of the stone component, which is contacted with the post-cast upright post, is chiseled in a factory or on site, so that the bonding force between the two materials is improved;
4) inserting a lower tenon on the bottom surface of the breast board into a lower mortise of the railing base, coating a cm-thick stone bonding glue on an upper tenon on the top surface of the breast board, installing and fixing the handrail on the breast board, aligning the breast board with inner trapezoidal tenons at the left end and the right end of the handrail, and aligning the longitudinal axis;
5) the panel is inserted into the lower mortise of the railing base, the position of the panel is fixed on the outer surface of the panel by the profile steel support, and the panel can be effectively prevented from deforming outwards when the outer support is used for pouring upright concrete;
6) after the components such as the breast board, the handrail and the panel are installed, forming an upright concrete outer mold, pouring micro-expansion concrete of the structural column, and reserving a mortise at the top end of the structural column;
7) after the concrete of the upright post is initially set, coating epoxy mortar in the mortises, and inserting the column head into the mortises arranged at the top end of the structural column;
8) after the concrete of the upright post is finally set, the panel section steel bracket is removed after the railing structure is formed;
the construction process is used for construction of the concrete-stone combined railing, the concrete-stone combined railing comprises anchoring stress bars, a railing panel, handrails, a railing base, a post head and a stand column, wherein the upper end and the lower end of the railing panel are respectively provided with an upper tenon and a lower tenon, the upper end of the stand column is provided with an upper mortise, the railing base is provided with a lower mortise, the left end and the right end of the railing panel and the left end and the right end of the railing are in joggle joint with the stand column, the lower end and the lower tenon of the stand column are installed in the lower mortise, the handrail is installed on the upper mortise, the post head is installed in the upper mortise, the anchoring stress bars are arranged in the stand column, and one end of the anchoring stress bars is located in the lower mortise.
Further, the stand includes structure post and panel, the inside that the structure post is located the panel, go up the tongue-and-groove setting in the upper end of structure post.
Further, be provided with interior trapezoidal tenon and outer trapezoidal tenon on the structure post, be provided with outer trapezoidal tongue-and-groove on the panel, outer trapezoidal tenon is installed in outer trapezoidal tongue-and-groove, the left and right both ends of breast board and the left and right both ends of handrail all are provided with interior trapezoidal tongue-and-groove, interior trapezoidal tenon is installed in interior trapezoidal tongue-and-groove.
Furthermore, the outer trapezoidal tenon is provided with a round angle and an oblique angle.
Furthermore, the number of the anchoring stress bars is four, and the four anchoring stress bars are arranged in parallel.
Further, the length of the anchoring stress rib in the lower mortise is not less than 200 mm.
Further, the anchoring stress rib is arranged along the length direction of the structural column.
Further, the thickness of lower tenon and last tenon all equals the thickness of railing panel.
Further, the panels and the structural columns are connected through bolts.
Furthermore, mortar is adopted for cementing between the panel and the structural column.
Compared with the prior art, the invention has the following advantages:
aiming at the problems that the bearing capacity of the existing stone railing is difficult to meet the requirements, the connection mode among all components is not firm and the like, the lateral bending-resistant bearing capacity of the railing is borne by a concrete upright post, and the stone only provides an external landscape effect and does not participate in structural stress; the construction process includes prefabricating stone railing boards and handrails in factory, casting concrete columns in situ, and using the stone railing boards as side formwork for cast-in-situ concrete.
The combined railing overcomes the defects of the existing stone railing in the aspects of structure, connection mode, construction process and the like, provides a concrete-stone railing which has higher bearing capacity, more reliable connection, better integrity and convenient construction, and has great popularization and application values.
1. The problem of low bearing capacity of the existing stone railing is thoroughly solved, and under the condition of keeping the apparent characteristics of the stone railing, the bearing structure of the invention is made of concrete, so that the bearing capacity of the railing is obviously improved compared with the stone.
2. Compared with the connection form of the existing stone railing, the novel tenon form and the connection form are provided, the problems of loose tenon, infirm connection of the stand columns and the like are fundamentally solved, and the safety and the reliability of the railing are remarkably improved.
3. Compared with the traditional stone railing adopting a glue joint mode, the concrete and the stone component are connected in a cast-in-place mode, so that the cohesiveness and the integrity are better; and the operation diseases that connecting materials such as mortar and stone glue are easy to fall off and the like are overcome, and the durability of the handrail is better.
4. The construction process does not need to arrange a concrete pouring template, greatly saves the construction period and simplifies the construction flow.
Drawings
Fig. 1 is a schematic front view of a concrete-stone combined rail according to an embodiment of the present invention.
Fig. 2 is a left side view structural schematic diagram of the concrete-stone combined rail according to the embodiment of the invention.
Fig. 3 is a schematic top view of the concrete-stone combination balustrade according to the embodiment of the present invention.
Fig. 4 is a schematic view of the cross-sectional structure a-a in fig. 1.
Fig. 5 is a schematic view of a cross-sectional structure B-B in fig. 1.
Fig. 6 is a schematic top view of the balustrade base according to the embodiment of the present invention.
In the figure: structural column 1, panel 2, breast board 3, handrail 4, railing base 5, column head 6, column 7,
An anchoring stress rib 11, an inner trapezoidal tenon 12, an outer trapezoidal tenon 13, an upper mortise 14,
A lower tenon 31, an upper tenon 32,
A lower mortise 51,
Detailed Description
The present invention will be described in further detail below by way of examples with reference to the accompanying drawings, which are illustrative of the present invention and are not to be construed as limiting the present invention.
Examples are given.
Referring to fig. 1 to 6, it should be understood that the structures, ratios, sizes, and the like shown in the drawings attached to the present specification are only used for matching the disclosure of the present specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present invention can be implemented, so that the present invention has no technical significance, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the function and the achievable purpose of the present invention. In the present specification, the terms "upper", "lower", "left", "right", "middle" and "one" are used for clarity of description, and are not used to limit the scope of the present invention, and the relative relationship between the terms and the relative positions may be changed or adjusted without substantial technical changes.
The concrete-stone combined rail in the embodiment comprises an anchoring stress bar 11, a railing panel 3, a handrail 4, a rail base 5, a column head 6 and an upright post 7, wherein an upper tenon 32 and a lower tenon 31 are respectively arranged at the upper end and the lower end of the railing panel 3, the thicknesses of the lower tenon 31 and the upper tenon 32 are equal to the thickness of the railing panel 3, an upper mortise 14 is arranged at the upper end of the upright post 7, and a lower mortise 51 is arranged on the rail base 5.
Left and right both ends of breast board 3 in this embodiment and the left and right both ends of handrail 4, the right both ends all with stand 7 joggle, the lower extreme of stand 7 and lower tenon 31 are all installed under in tongue-and-groove 51, handrail 4 installs on last tenon 32, column cap 6 is installed in last tongue-and-groove 14, anchor atress muscle 11 sets up in stand 7, and the one end of anchor atress muscle 11 is located under tongue-and-groove 51, the quantity of anchor atress muscle 11 is four, four anchor atress muscle 11 parallel arrangement, the length that anchor atress muscle 11 is located under tongue-and-groove 51 is not less than 200 mm.
The stand 7 in this embodiment includes structure post 1 and panel 2, and structure post 1 is located the inside of panel 2, goes up the tongue-and-groove 14 and sets up in the upper end of structure post 1, and the length direction setting of anchor atress muscle 11 along structure post 1 adopts bolted connection or adopts the mortar to glue between panel 2 and the structure post 1.
In this embodiment, be provided with interior trapezoidal tenon 12 and outer trapezoidal tenon 13 on the structure post 1, be provided with outer trapezoidal tongue-and-groove on the panel 2, outer trapezoidal tongue-and-groove is installed outside at 13, and the left and right both ends of breast board 3 and the left and right both ends of handrail 4 all are provided with interior trapezoidal tongue-and-groove, and interior trapezoidal tongue-and-groove is provided with fillet 131 and oblique angle 132 including 12 installations of interior trapezoidal tenon, on 13 outer trapezoidal tenons.
The concrete-stone combined railing is constructed by adopting the following construction process, and the construction process comprises the following steps:
1) lofting measurement is carried out according to a drawing, the position of the upright post 7 is marked, reinforcing steel bars of the railing base are bound firstly, meanwhile, anchoring stress bars 11 of the upright post 7 are bound, a space of a lower mortise 51 is reserved when concrete of the railing base 5 is poured, and the plane position of each control point is ensured to be consistent with the elevation design in the construction process;
2) stone components such as the breast board 3, the panel 2, the handrail 4, the column cap 6 and the like are processed and manufactured by a factory and are transported to a field for installation;
3) the part of the stone component, which is in contact with the post-cast upright post 7, is chiseled in a factory or on site, so that the bonding force between the two materials is improved;
4) inserting the lower tenon 31 of the bottom surface of the breast board 3 into the lower mortise 51 of the railing base 5, coating stone bonding glue with the thickness of 1cm on the upper tenon 32 of the top surface of the breast board 3, installing and fixing the handrail 4 on the breast board 3, aligning the breast board 3 with the inner trapezoidal tenons 12 at the left and right ends of the handrail 4, and aligning the longitudinal axis;
5) the panel 2 is inserted into the lower mortise 51 of the railing base 5, the position of the panel 2 is fixed on the outer surface of the panel by using the section steel support, and the panel 2 can be effectively prevented from deforming outwards when the outer support is used for pouring upright concrete;
6) after the components such as the breast board 3, the handrail 4, the panel 2 and the like are installed, forming an upright concrete outer mold, pouring the micro-expansion concrete of the structural column, and reserving a tongue-and-groove at the top end of the structural column 1;
7) after the concrete of the upright post is initially set, coating epoxy mortar in the mortises, and inserting the column cap 6 into the mortises arranged at the top end of the structural column 1;
8) and after the concrete of the upright post is finally set, the panel section steel support is detached after the railing structure is formed.
Specifically, the railing base 5 and the upright post 7 in the concrete-stone combined railing are used as stressed members and are of a cast-in-place reinforced concrete structure; the panel 2, the breast board 3 and the handrail 4 are used as force transmission components and are of stone structures; the railing base 5 is of a reinforced concrete structure, and structural reinforcing bars of the railing base meet the stress requirement and are not described again; the tongue-and-groove 51 space under the railing base 5 has been reserved when concreting, installation anchor stress bar 11, and anchor stress bar 11 leads to long the setting along the length direction of structure post 1, and its reinforcing bar protective layer should satisfy the standard requirement.
Preferably, the panel 2 is provided with a shear-resistant mortise matched with the outer trapezoidal tenon 13 along the height direction, the section of the shear-resistant mortise is trapezoidal, the trapezoidal shear-resistant mortise can form a mortise and tenon effect with the structural column 1, the connection strength and the occlusion force between components are greatly improved, and the panel 2 is not easy to fall off and damage; the sharp corner department of trapezoidal mortise that shears sets up the chamfer, and the chamfer is fillet and oblique angle, and the chamfer can reduce concrete and stone material local stress concentration, avoids stone material panel 2 to appear extreme sharp corner and lead to the fracture destruction man-hour in production.
Preferably, the panel 2 and the structural column 1 can be connected by bolts, and trapezoidal shear-resistant mortises are not needed to be arranged when the bolts are used for connection; it is also within the scope of this patent to use mortar bonding, bolting, or other similar means of connection between the panels 2 and the structural columns 1.
As preferred, the left and right end side of breast board 3 is provided with interior trapezoidal tenon 12, and the section shape of interior trapezoidal tenon 12 is trapezoidal, and more conventional rectangle tenon has better shear resistance and bearing area, can transmit the horizontal load on the breast board for stand 7 effectively, is showing the atress performance that has improved stand 7, and in addition, trapezoidal tenon is favorable to local position concrete to vibrate evenly, has reduced the degree of difficulty of stand 7 concrete placement.
Preferably, the bottom surface of the balustrade 3 is provided with a lower tenon 31 for fixing the position of the balustrade, and the lower tenon 31 is inserted into the lower mortise 51 of the balustrade base 5; the top surface of the balustrade 3 is provided with an upper tenon 32 for fixing and seating the handrail 4 as a support structure of the handrail 4.
As preferred, the left and right end side of handrail 4 is provided with interior trapezoidal tenon 12, and the section shape of interior trapezoidal tenon 12 is trapezoidal, and more conventional rectangle tenon has better shear resistance and bearing area, can transmit the horizontal load on the breast board for stand 7 effectively, is showing the atress performance that has improved stand 7, and in addition, trapezoidal tenon is favorable to local position concrete to vibrate evenly, has reduced the degree of difficulty of stand 7 concrete placement.
Preferably, the structural column 1 is poured after the installation of the panel 2, the breast board 3, the handrail 4 and other members is finished, and the panel 2, the breast board 3 and the handrail 4 provide a cast-in-place template for the structural column 1; c30 micro-expansion concrete is preferentially adopted when the structural column 1 is poured, and after the concrete expands, the peripheral stone templates are extruded, so that the stone breast boards 3 and the panel 2 are tightly attached to the mortise of the structural column 1, and the contact part of the stone breast boards and the mortise is not required to be provided with bonding glue for bonding; the top surface of the structural column 1 is provided with a mortise, and after the initial setting of concrete is completed, the column head 6 is arranged in the mortise of the structural column 1; the bottom surface of the column cap 6 is provided with a tenon which is rectangular and is inserted into the mortise of the structural column 1.
The outer vertical surfaces of the concrete-stone combined railing are all made of stone, the shape, the texture and the carving of the stone are designed correspondingly according to specific projects, the structure and the structure of the combined railing are provided, and no specific requirements are made on the form and the style of the stone.
Firstly, the anchoring stress bar 11 is bound, the anchoring stress bar 11 and the reinforcing steel bar of the railing base 5 are bound and shaped simultaneously, and the lower mortise 51 is reserved when the railing base 5 is poured.
Insert the lower tongue-and-groove 51 that railing base 5 reserved with the lower tenon 31 of breast board 3 bottom surface, paint stone material glue at 3 top surfaces of breast board and glue, install handrail 4 on 3 top surfaces of breast board tenon 32, handrail 4 should align with the axis of breast board 3, and breast board 3 and handrail 4 form preliminary location, and breast board 3 and handrail 4 are provided with interior trapezoidal tenon 12 at left and right both ends.
Install panel 2 in railing base 5's lower tongue-and-groove 51, place it in the design position to adopt the shaped steel support to fix temporarily, panel 2 internal surface is provided with outer trapezoidal tenon 13 complex tongue-and-groove, and outer trapezoidal tenon 13 sets up fillet 131 and oblique angle 132 in the closed angle department.
After all the balustrades 3, the handrails 4 and the panels 2 are installed, pouring the micro-expansion concrete of the structural column 1, and before pouring the concrete, performing chiseling treatment on the surfaces of the balustrades 3, the handrails 4 and the panels 2 in contact with the concrete.
An upper mortise 14 is reserved on the top surface of the structural column 1 during pouring, epoxy mortar is coated in the upper mortise 14, a tenon of the column head 6 is inserted into the upper mortise 14 before concrete is initially set, and the surface of the tenon of the column head 6 is roughened.
And after the concrete of the structural column 1 is finally set, removing the temporary section steel support on the panel 2.
In addition, it should be noted that the specific embodiments described in the present specification may be different in the components, the shapes of the components, the names of the components, and the like, and the above description is only an illustration of the structure of the present invention. Equivalent or simple changes in the structure, characteristics and principles of the invention are included in the protection scope of the patent. Various modifications, additions and substitutions for the specific embodiments described may be made by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (10)
1. A construction process of a concrete-stone combined railing is characterized in that: the construction process comprises the following steps:
1) lofting measurement is carried out according to a drawing, the position of the upright post (7) is marked, firstly, reinforcing steel bars of the railing base are bound, meanwhile, anchoring stress bars (11) of the upright post (7) are bound, a space of a lower tongue-and-groove (51) is reserved when concrete of the railing base (5) is poured, and the planar position of each control point is ensured to be consistent with the elevation design in the construction process;
2) stone components such as the breast board (3), the panel (2), the handrail (4), the column cap (6) and the like are processed and manufactured by a factory and transported to be installed on site;
3) the part of the stone component, which is in contact with the post-cast upright post (7), is subjected to scabbling treatment in a factory or on site, so that the bonding force between the two materials is improved;
4) inserting a lower tenon (31) at the bottom surface of a breast board (3) into a lower mortise (51) of a railing base (5), coating stone bonding glue with the thickness of 1cm on an upper tenon (32) at the top surface of the breast board (3), installing and fixing a handrail (4) on the breast board (3), aligning the breast board (3) with inner trapezoidal tenons (12) at the left end and the right end of the handrail (4), and aligning the longitudinal axis;
5) the panel (2) is inserted into the lower mortise (51) of the railing base (5), the position of the panel (2) is fixed on the outer surface of the panel by using the profile steel support, and the outward deformation of the panel (2) can be effectively avoided when the outer support is used for pouring upright concrete;
6) after the components such as the breast board (3), the handrail (4), the panel (2) and the like are installed, forming an outer concrete mold of the upright post, pouring micro-expansion concrete of the structural column, and reserving a tongue-and-groove at the top end of the structural column (1);
7) after the concrete of the upright post is initially set, coating epoxy mortar in the mortises, and inserting the column head (6) into the mortises arranged at the top end of the structural post (1);
8) after the concrete of the upright post is finally set, the panel section steel bracket is removed after the railing structure is formed;
the construction process is used for construction of the concrete-stone combined railing, the concrete-stone combined railing comprises anchoring stress ribs (11), a railing panel (3), handrails (4), a railing base (5), a post head (6) and a stand column (7), wherein upper and lower ends of the railing panel (3) are respectively provided with an upper tenon (32) and a lower tenon (31), the upper end of the stand column (7) is provided with an upper mortise (14), the railing base (5) is provided with a lower mortise (51), left and right ends of the railing panel (3) and left and right ends of the handrail (4) are in joggle joint with the stand column (7), the lower end of the stand column (7) and the lower tenon (31) are installed in the lower mortise (51), the handrails (4) are installed on the upper tenon (32), the post head (6) is installed in the upper mortise (14), the anchoring stress ribs (11) are arranged in the stand column (7), And one end of the anchoring stress rib (11) is positioned in the lower mortise (51).
2. The construction process of the concrete-stone combined rail as claimed in claim 1, wherein: the upright post (7) comprises a structural post (1) and a panel (2), the structural post (1) is located inside the panel (2), and the upper mortise (14) is arranged at the upper end of the structural post (1).
3. The construction process of the concrete-stone combined rail as claimed in claim 2, wherein: trapezoidal tenon (12) and outer trapezoidal tenon (13) in being provided with on structure post (1), be provided with outer trapezoidal tongue-and-groove on panel (2), outer trapezoidal tongue-and-groove is installed outside in trapezoidal tongue-and-groove, the left and right both ends of breast board (3) and handrail (4) all are provided with interior trapezoidal tongue-and-groove, trapezoidal tongue-and-groove is including interior trapezoidal tenon (12) are installed.
4. The construction process of the concrete-stone combined rail as claimed in claim 3, wherein: and a round corner (131) and an oblique angle (132) are arranged on the outer trapezoidal tenon (13).
5. The construction process of the concrete-stone combined rail as claimed in claim 1, wherein: the number of the anchoring stress ribs (11) is four, and the four anchoring stress ribs (11) are arranged in parallel.
6. The construction process of the concrete-stone combined rail as claimed in claim 1, wherein: the length of the anchoring stress rib (11) in the lower mortise (51) is not less than 200 mm.
7. The construction process of the concrete-stone combined rail as claimed in claim 2, wherein: the anchoring stress rib (11) is arranged along the length direction of the structural column (1).
8. The construction process of the concrete-stone combined rail as claimed in claim 1, wherein: the thickness of the lower tenon (31) and the thickness of the upper tenon (32) are equal to the thickness of the breast board (3).
9. The construction process of the concrete-stone combined rail as claimed in claim 2, wherein: the panel (2) is connected with the structural column (1) through bolts.
10. The construction process of the concrete-stone combined rail as claimed in claim 2, wherein: and the panel (2) and the structural column (1) are connected by mortar in an adhesive manner.
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