CN218813798U - Side slope arch skeleton template with skeleton linear control structure - Google Patents

Abstract

The utility model discloses a side slope arch skeleton template with skeleton line type control structure, including a plurality of unit template groups for enclosing into arch door-shaped structure protection unit check and two through-length control posts for connecting a plurality of unit template groups in the longitudinal direction in series to form a longitudinal module, the unit template group comprises an outer water retaining template and an inner skeleton template, the outer water retaining template and the inner skeleton template are connected through a side width positioning piece, the two through-length control posts are respectively connected with two sides of each unit template group, and two adjacent longitudinal modules are connected through a post distance positioning piece to form a slope module; this skeleton template makes all protection units on whole domatic connect through leading to long control post and column pitch setting element to form integrative module, can effectively solve the crooked, the fixed not firm condition of template of unit appears in independent fixed protection unit, and the concrete placement area line type after pouring the completion is neat, and visual effect is more pleasing to the eye, has practiced thrift the measurement calibration time in manpower and the installation simultaneously, has improved the efficiency of construction.

Description

Side slope arch skeleton template with skeleton linear control structure

Technical Field

The utility model relates to a side slope protection engineering technical field specifically is a side slope arch skeleton template with skeleton line type control structure.

Background

The railway roadbed slope protection is an important part in the railway construction process, and the structural strength and the deformation-resistant rigidity of slope rock soil can be improved by the roadbed slope protection. The line type aesthetic degree of the concrete side slope is one of quality acceptance key points while the quality of a construction entity is guaranteed, and the line type aesthetic degree of the concrete after pouring is mainly controlled by the line type when the template is installed. Skeleton template generally is a plurality of independent arch check units in the slope protection at present, need carry out unwrapping wire measurement and template laying-out to each arch check unit in the installation, the template need adopt the bolt in the installation, angle steel etc. splice, it is crooked that the very easy form erection line type that appears when the installation of manger plate reason template, the fixed not firm condition of template causes concreting in-process template to shift, the in-process template that vibrates warp, the inner frame template shifts, it is pleasing to the eye to lead to the arch structure outward appearance to be difficult to guarantee the linearity.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a side slope arch skeleton template with skeleton line type control structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

a side slope arch skeleton formwork having a skeleton line type control structure, comprising: the unit template groups are used for enclosing arch door-shaped structure protection unit lattices and comprise external water retaining templates and internal framework templates, the internal framework templates enclose a slope greening area, and the external water retaining templates are connected with the internal framework templates through edge width positioning pieces to keep the lattice edge width distance in the middle of the internal framework templates;

and connecting the plurality of unit template groups in the longitudinal direction in series to form two through-length control columns of the longitudinal module group, respectively connecting the two through-length control columns with two sides of each unit template group, connecting two adjacent longitudinal modules through a column spacing positioning piece to form a slope surface module, and respectively connecting two ends of the column spacing positioning piece with two adjacent through-length control columns to keep the lattice spacing between the two longitudinal modules.

Preferably, the outer edge of each protection cell is defined by an outer water retaining template and through-length control columns, the outer water retaining template is an angle steel bent to form an arch structure, and the two through-length control columns are respectively connected with two ends of the outer water retaining template and are tangent to the two ends of the outer water retaining template.

More preferably, the longitudinal module further comprises a plurality of horizontal and transverse beams which are respectively fixed with the two full-length control columns and the inner framework template in series.

Further preferably, lead to long control post including leading to long control side post and leading to long control center pillar, lead to long control side post and be located the both sides end of domatic module, lead to long control center pillar and be located domatic module, lead to long control side post and interior skeleton template and pass through the anchor and connect the side part and connect, the skeleton template passes through the anchor in the double-phase adjacent and connects the well piece and connect to concatenate two of its centre and lead to long control center pillars, all be provided with the anchor pole on anchor connection side part and the anchor connection well piece.

Further preferably, the inner framework template is of an arched door-shaped structure, and inner water retaining edge plates extending towards the outer water retaining template are fixed on the upper edge and the two side edges of the inner framework template.

Further preferably, the inner surface of the inner frame template is provided with a plurality of reinforcing ribs along the height direction.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the plurality of protection unit grids are connected with the longitudinal module through the full-length control column, and the plurality of longitudinal modules are connected through the column spacing positioning piece to form the slope module, so that all protection units on the whole slope are connected to form an integral module, the problems of template deflection and template fixation infirm in the installation and pouring processes of the independently fixed protection units can be effectively solved, the cast concrete belt line is neat, the visual effect is more attractive, the manpower and the measurement and calibration time in installation are saved, and the construction efficiency is improved;

2. improve former outer water retaining template structure, utilize to lead to long control column as the template at the vertical bone roof beam outer fringe of protection unit check, make in the vertical module each protection unit check the line type change in control, ensure that its linear pleasing to the eye, effect straight, further promoted construction quality and work efficiency simultaneously.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

In the figure: 1. controlling the side column in full length; 2. an outer water retaining template; 3. an inner skeleton template; 31. an inner water-retaining skirt; 32. a lower template; 33. an upper arched door template; 331. reinforcing ribs; 4. a cross beam; 5. the full length controls the middle column; 6. a side width positioning piece; 7. a column pitch positioning piece; 8. anchoring the connecting side piece; 9. an anchor rod 9; 10. the anchor is connected with the middle piece.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only the best 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.

Generally, the protective cell lattices are used for protecting the stone side slope, the interior of the protective cell lattice is a green belt, the exterior of the protective cell lattice is provided with a pouring belt which is connected with all the protective cell lattices of the slope surface in series, a concrete connecting belt is formed to fix the protective cell lattice and protect the slope surface, meanwhile, the aesthetic property of the slope surface is increased, the protection units in the prior art are anchored in an independent state, the integrity is insufficient, the linear measurement and control operation of installation are complicated, the inclination is easy to generate after pouring, the linear aesthetic property of a pouring belt is insufficient, in order to ensure the whole linear type work and the aesthetic property of the casting belt and the uniformity of the arrangement and the distribution of the protective unit grids, the utility model anchors the protection unit grids after being integrally assembled and adjusted, as shown in figure 1, the arched framework template of the side slope with the framework line type control structure, wherein the arched framework template comprises a plurality of unit template groups for enclosing arched door-shaped structure protection unit lattices, and comprises an external water retaining template 2 and an internal framework template 3, the external water retaining template 2 and the internal framework template 3 are connected and assembled through edge width positioning pieces 6 to keep the lattice edge width distance between the two, concrete is poured on the slope base body between the outer water retaining template 2 and the inner framework template 3 to form an arched door-shaped framework structure of the protection unit lattice, the bottom surface of the outer water retaining template 2 is connected with the surface of the concrete connecting belt, the bottom surface of the inner framework template 3 is connected with the slope base, which comprises an upper arched door template 33 with an upper arched door-shaped structure and a lower template 32 connected with two free end parts of the upper arched door template 33, wherein the upper arched door template 33 is used for forming an inner edge surface of the arched door-shaped skeleton structure, the lower template 32 is in an arched shape, the lower end of the protective unit lattice is matched with the structure of the outer water retaining template 2 and is used for forming a pouring belt of the lower end of the protective unit lattice and the arched outer edge surface of the framework structure; the linear control structure comprises two parallel through-length control columns which connect a plurality of unit template groups in the longitudinal direction in series to form a longitudinal module, the control columns are respectively connected with two sides of each outer water retaining template 2 in each unit template group, two adjacent longitudinal modules are connected through a column spacing positioning piece 7 to form a slope module, two ends of the column spacing positioning piece 7 are respectively connected with two adjacent through-length control columns, the relative positions of the two adjacent longitudinal modules are ensured, the lattice spacing between the two longitudinal modules is kept, the width and the linear type of a pouring belt between the two longitudinal modules are ensured, the single unit template group is anchored and fixed after the assembly and the connection of each longitudinal module are completed, the fixing mode is consistent with the prior art, and the description is omitted;

the original outer water retaining template in the prior art is of an arched door-shaped integrated structure, the outer edge surface of an arched door-shaped framework structure of a protective unit lattice is formed after pouring, for better assembly and formed pouring belt vertical tidy linear type, the longitudinal outer edge of each protective unit lattice framework in a longitudinal module is taken as a pouring template by a through control column, the arched outer edge of each protective unit lattice framework in the longitudinal module is taken as a pouring template by an outer water retaining template 2 of the arched structure, the outer water retaining template 2 is bent by angle steel to form an arched structure, two through control columns are respectively connected and tangent with two ends of the outer water retaining template 2 to form a pouring template structure with the same shape as the original outer water retaining template of the arched door-shaped integrated structure, a plurality of horizontal cross beams 4 are further arranged in the longitudinal module, the through control columns are connected with linear plate sections of an inner framework template 3 by the cross beams 4, so that the longitudinal module is assembled into a framework template structure capable of keeping a plurality of protective unit lattices in the longitudinal direction at inclined positions, the inclined positions are prevented from shifting during pouring, the guarantee that the frameworks of the protective unit lattices are aligned, and the linear type of the pouring belt linear type and the pouring belt is attractive.

As a further technical scheme, before pouring, the whole slope module is further anchored, refer to fig. 1 again, the full-length control column comprises a full-length control side column 1 and a full-length control center column 5, the full-length control side column 1 is located at two side ends of the slope module, the full-length control center column 5 is located in the slope module, the full-length control side column 1 and the inner framework formworks 3 are connected through anchoring connection side pieces 8, two adjacent inner framework formworks 3 are connected through anchoring connection middle pieces 10 and are connected in series with the two full-length control center columns 5 in the middle of the two full-length control center columns, anchoring connection side pieces 8 and the anchoring connection middle pieces 10 are both provided with anchoring rods 9, the anchoring rods 9 are inserted into a slope substrate to further anchor the framework formworks, a linear control structure for keeping the whole linear type of the framework formworks is also anchored, independent anchoring and module anchoring are combined, and stability in the slope module pouring process is improved.

As a further technical scheme, the inner frame template 3 is an arch door-shaped structure, the upper edge and the two side edges of the inner frame template are both fixed with inner water baffle edge plates 31 extending towards the outer water baffle template 2, so as to ensure the line type and the aesthetic property of the inner edges of the protection unit cells, and the inner surface of the inner frame template 3 is provided with a plurality of reinforcing ribs 331 along the height direction, so that the strength of the arch structure is enhanced, and the surface of the template is prevented from being poured and crushed by pressure.

The utility model discloses in, foretell limit width setting element 6, column pitch setting element 7, anchor connect side member 8, anchor connect in the piece 10 all can adopt the fixed bolt group realization of angle steel result that easily obtains to connect and fix.

In the present invention, the terms "inside", "outside", "bottom", "upper", "lower", "side", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in fig. 1, or the orientation or positional relationship of the skeleton template when in use. These terms are used primarily to better describe the invention and its embodiments, and are not intended to limit the indicated mechanisms, components or parts to a particular orientation or to be constructed and operated in a particular orientation, and may be used in other meanings than in an orientation or position, such as the term "on" may also be used in some cases to indicate some dependency or connection. The specific meaning of these terms in the present invention can be understood by those of ordinary skill in the art as appropriate.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (6)

1. The utility model provides a side slope arch skeleton template with skeleton line type control structure which characterized in that includes:

the unit template groups are used for enclosing arch door-shaped structure protection unit lattices and comprise external water retaining templates and internal framework templates, the internal framework templates enclose a slope greening area, and the external water retaining templates are connected with the internal framework templates through edge width positioning pieces to keep the lattice edge width distance in the middle of the external water retaining templates;

the unit template groups in the longitudinal direction are connected in series to form two through-length control columns of the longitudinal module group, the two through-length control columns are respectively connected with two sides of each unit template group, every two adjacent longitudinal modules are connected through a column spacing positioning piece to form a slope module, two ends of the column spacing positioning piece are respectively connected with two adjacent through-length control columns, and the lattice spacing between the two longitudinal modules is kept.

2. The slope arch truss formwork of claim 1 wherein: the outer edge of the protection cell is surrounded by the outer water retaining template and the through-length control columns, the outer water retaining template is an angle steel which is bent to form an arch structure, and the two through-length control columns are respectively connected and tangent with two ends of the outer water retaining template.

3. The slope arch skeleton template of claim 2, wherein: the longitudinal module is internally provided with a plurality of horizontal transverse beams which are respectively fixed in series with the through-length control columns and the inner framework template.

4. The slope arch formwork of claim 3 wherein: the full length control post is including leading to long control side post and leading to long control center pillar, it is located to lead to long control side post the both sides end of domatic module, it is located to lead to long control center pillar in the domatic module, lead to long control side post with interior skeleton template passes through the anchor and connects the limit spare and connect, and is double-phase adjacent interior skeleton template passes through the anchor and connects the well piece and connect to concatenate two of its centre lead to long control center pillar, the anchor connect the limit spare with all be provided with the anchor pole on the anchor connects the well piece.

5. The slope arch skeleton template of claim 4, wherein: the inner framework template is of an arched door-shaped structure, and inner water retaining edge plates extending towards the outer water retaining template are fixed on the upper edge and the two side edges of the inner framework template.

6. The slope arch skeleton template of any one of claims 1 to 5, wherein: the inner surface of the inner framework template is provided with a plurality of reinforcing ribs along the height direction.

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