CN213198076U - Concrete anchor pier aluminum template and system of anchor cable frame structure - Google Patents
Concrete anchor pier aluminum template and system of anchor cable frame structure Download PDFInfo
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- CN213198076U CN213198076U CN202020692208.5U CN202020692208U CN213198076U CN 213198076 U CN213198076 U CN 213198076U CN 202020692208 U CN202020692208 U CN 202020692208U CN 213198076 U CN213198076 U CN 213198076U
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Abstract
A concrete anchor pier aluminum template and a system of an anchor cable frame structure comprise a concrete anchor pier aluminum template unit and a concrete anchor pier rib aluminum template; the concrete anchor pier aluminum template unit comprises: the main beam side plate, the secondary beam bottom plate, the aluminum ridge, the column, the main beam bottom plate and the anchor head part of the concrete anchor pier; the two main beam side plates and the two secondary beam side plates form a cross-shaped cross, the concrete anchor pier rib aluminum template is positioned at four intersections of the main beam side plates and the secondary beam side plates of the concrete anchor pier aluminum template unit, and the main beam side plates and the secondary beam side plates are connected through the concrete rib aluminum template. The utility model discloses an aluminium template is novel concrete anchor mound design, uses fresh concrete to pour the position and the corresponding geometric shape of in-process according to the concrete anchor mound of design before according to, makes it harden and becomes the model of reinforced concrete structure or component, has the characteristics that reduce the site operation step, shorten construction cycle, realize standardized management production, proof mass, economic environmental protection.
Description
Technical Field
The utility model relates to a slope reinforcement technology field especially relates to a concrete anchor mound aluminum mould board and system of anchor rope frame construction.
Background
In plateau, hilly and mountain areas, a great number of landslides, collapses and debris flow disasters occur each year. Moreover, when a ground is leveled in a civil engineering, the situation of large excavation, slope release and the like of a mountain is often encountered, the peripheral mountain needs to be cut, and the original balance is damaged by cutting operation. In order to ensure the safety of the side slope and the environment thereof, support, reinforcement and protection measures must be taken for the side slope. The side slope anchor rod or anchor cable lattice reinforcing technology has the obvious advantages of flexible arrangement, various lattice forms, convenient section adjustment, close adhesion with a slope surface, capability of following the slope and the like, and is a commonly used method in side slope reinforcement.
In the prior art, when the anchor rod or the anchor cable lattice beam is adopted to reinforce the side slope, the concrete lattice beam is usually constructed in a cast-in-place mode, and the concrete lattice beam has the following defects:
(1) when the cast-in-place lattice beam is manufactured, the required construction period is longer due to more processes of side slope grooving, aluminum template processing, reinforcement binding, concrete pouring, maintenance and the like and low overall mechanization degree in the construction process;
(2) the cast-in-place concrete lattice beam has more processes and more influence factors, so that the quality of the cast-in-place concrete lattice beam cannot be guaranteed;
(3) the stretching of the prestressed anchor rods or anchor cables can be carried out only after the external anchor structures reach the design strength, and the whole construction period is often seriously prolonged due to the maintenance of the external anchor structures;
(4) when the traditional cast-in-place reinforced concrete lattice beam meets the condition that the anchoring force of an anchor rope is large, the traditional cast-in-place reinforced concrete lattice beam is likely to be pulled apart at the midspan position to cause the rigidity of a component to be reduced, and the overall stability is influenced.
SUMMERY OF THE UTILITY MODEL
Objects of the invention
The utility model aims at providing an anchor rope frame construction's concrete anchor mound aluminum mould board and system, this aluminum mould board are novel concrete anchor mound design, use newly-mixed concrete in pour the in-process according to the position and the corresponding geometric shape of the concrete anchor mound of design before, make it harden into the model of reinforced concrete structure or component, have the characteristics that reduce the site operation step, shorten construction cycle, realize standardized management production, proof mass, economic environmental protection.
(II) technical scheme
In order to solve the above problems, the utility model adopts the following technical scheme.
The utility model discloses a first aspect provides a concrete anchor pier aluminum template of anchor rope frame construction, including concrete anchor pier aluminum template unit and concrete anchor pier rib aluminum template;
the concrete anchor pier aluminum template unit comprises: the main beam side plate, the secondary beam bottom plate, the aluminum ridge, the column, the main beam bottom plate and the anchor head part of the concrete anchor pier;
the two main beam side plates are arranged in parallel to form a cross beam of the concrete anchor pier aluminum template and are connected with the main beam bottom plate; the two secondary beam side plates are arranged in parallel to form a longitudinal beam of the concrete anchor pier aluminum template and connected with the secondary beam bottom plate;
welding aluminum ribs on each main beam side plate and each secondary beam side plate;
the anchor head part of the concrete anchor pier is positioned in the middle of the space of the crossed part of the two main beam side plates and the two secondary beam side plates;
the two main beam side plates and the two secondary beam side plates form a cross-shaped cross, the concrete anchor pier rib aluminum template is positioned at four intersections of the main beam side plates and the secondary beam side plates of the concrete anchor pier aluminum template unit, and the main beam side plates and the secondary beam side plates are connected through the concrete rib aluminum template.
Further, the anchor head of the concrete anchor pier is higher than the main beam side plate and the secondary beam side plate, and the height of the concrete anchor pier rib aluminum template is lower than that of the main beam side plate and the secondary beam side plate; the aluminum ribs are parallel to the lower edges of the side plates.
Furthermore, anchor holes are reserved on the main beam side plate and the secondary beam side plate near the anchor head of the concrete anchor pier and used for inserting anchor rods or reinforcing steel bars.
Furthermore, the longitudinal height of the concrete anchor pier aluminum template is gradually reduced from the middle to the two ends, and a space for arranging longitudinal bars, stirrups and prestressed reinforcements is reserved in the concrete anchor pier aluminum template.
Further, the longitudinal ribs are longitudinally arranged along the cross beam of the concrete anchor pier aluminum template and the longitudinal beam of the concrete anchor pier aluminum template and are parallel to the main beam side plate or the secondary beam side plate; the stirrups surround the longitudinal bars, and the prestressed reinforcements are arranged in the stirrups and close to the lower parts of the cross beams of the concrete anchor pier aluminum formwork or the longitudinal beams of the concrete anchor pier aluminum formwork and do not contact the stirrups.
Furthermore, the anchor head of concrete anchor pier includes recess, backing plate and anchor eye, the recess set up in the upper portion of anchor head, the backing plate set up in the bottom of recess, the upper portion of bottom plate.
Further, the backing plate is provided with an anchor hole with the same diameter as the groove for inserting an anchor rod or a steel bar.
The concrete anchor pier aluminum formwork unit further comprises a masonry structure, wherein the masonry structure is a cross-shaped brick body structure matched with the concrete anchor pier aluminum formwork unit.
The second aspect of the utility model provides a concrete anchor mound aluminum mould board system, supporting component, fastening connection spare and anchor rope frame construction's concrete anchor mound aluminum mould board.
To sum up, the utility model provides a concrete anchor pier aluminum template with an anchor cable frame structure, which comprises a concrete anchor pier aluminum template unit and a concrete anchor pier rib aluminum template; the concrete anchor pier aluminum template unit comprises: the main beam side plate, the secondary beam bottom plate, the aluminum ridge, the column, the main beam bottom plate and the anchor head part of the concrete anchor pier; the two main beam side plates and the two secondary beam side plates form a cross-shaped cross, the concrete anchor pier rib aluminum template is positioned at four intersections of the main beam side plates and the secondary beam side plates of the concrete anchor pier aluminum template unit, and the main beam side plates and the secondary beam side plates are connected through the concrete rib aluminum template. The utility model discloses an aluminium template is novel concrete anchor mound design, uses fresh concrete to pour the position and the corresponding geometric shape of in-process according to the concrete anchor mound of design before according to, makes it harden and becomes the model of reinforced concrete structure or component, has the characteristics that reduce the site operation step, shorten construction cycle, realize standardized management production, proof mass, economic environmental protection.
(III) advantageous effects
Compared with the prior art, the above technical scheme of the utility model following profitable technological effect has:
1. use the utility model discloses aluminium template's prefabricated prestressed concrete anchor mound aluminium template is formed by a plurality of prefabricated concrete anchor mound unit aluminium templates concatenation each other, and the concrete anchor mound unit that each aluminium template was made is simple and easy more, the installation is lighter more, and adjust easily when installing.
2. The prefabricated prestressed concrete anchor pier manufactured by the aluminum template of the utility model adopts the prestressed concrete lattice beam, can improve the section performance of the beam, bears larger anchoring force, and solves the defect that the traditional cast-in-situ reinforced concrete lattice beam is likely to be pulled apart at the midspan position to cause the rigidity reduction of the component when meeting the condition that the anchoring force of an anchor rope is larger; the prefabricated prestressed concrete anchor pier can reduce the thickness of a beam body or stress steel bars, improve the material utilization rate, simplify the manufacturing process, facilitate installation, facilitate adjustment during installation, shorten the construction period and save the construction cost.
3. Use the utility model discloses aluminium template's a preparation method for slope reinforcement's prefabricated prestressed concrete anchor mound, at the prefabricated aluminium template in-process of mill, can realize standardized management, production, can reach the optimum state on making prefabricated prestressed concrete anchor mound atress and molding, guaranteed the quality of prefabricated prestressed concrete anchor mound.
Drawings
Fig. 1 is a front view of the aluminum formwork of the concrete anchor pier of the present invention;
fig. 2 is a side view of the concrete anchor pier aluminum formwork of the present invention;
fig. 3 is a top view of the aluminum formwork of the concrete anchor pier of the present invention;
fig. 4 is a schematic structural diagram of the concrete rib aluminum formwork of the present invention;
fig. 5 is a schematic component view of the concrete anchor pier aluminum formwork of the present invention, fig. 5(1) is a schematic main beam side plate component view of the concrete anchor pier aluminum formwork of the present invention, fig. 5(2) is a schematic secondary beam side plate component view of the concrete anchor pier aluminum formwork of the present invention, and fig. 5(3) is a schematic cross-sectional component view of the concrete anchor pier aluminum formwork of the present invention;
fig. 6 is a top view of the concrete anchor pier rib aluminum formwork of the present invention;
fig. 7 is a schematic view of the anchor head of the concrete anchor block of the present invention.
1: a main beam side plate; 2: a secondary beam side plate; 3: aluminum corrugation; 4: a column; 5: a main beam floor; 6: the anchor head of concrete anchor pier.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in detail with reference to the accompanying drawings. It should be understood that the description is intended to be illustrative only and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
As shown in fig. 1-7, the utility model provides an anchor rope frame construction's concrete anchor mound aluminum mould board, concrete anchor mound aluminum mould board includes concrete anchor mound aluminum mould board unit and concrete anchor mound rib aluminum mould board, concrete anchor mound aluminum mould board unit includes: the main beam comprises a main beam side plate 1, a secondary beam side plate 2, a secondary beam bottom plate, an aluminum ridge 3, a column 4, a main beam bottom plate 5 and an anchor head 6 of a concrete anchor pier.
The two main beam side plates 1 are arranged in parallel to form a cross beam of the concrete anchor pier aluminum template; the two secondary beam side plates 2 are arranged in parallel to form a longitudinal beam of the concrete anchor pier aluminum template; the two main beam side plates 1 and the two secondary beam side plates 2 form a cross shape, and the concrete anchor pier rib aluminum template is positioned at four intersections of the main beam side plates 1 and the secondary beam side plates 2 of the concrete anchor pier aluminum template unit and arranged at four corners of a cross section of a top view of an intersection of a cross beam of the concrete anchor pier aluminum template and a longitudinal beam of the concrete anchor pier aluminum template; the main beam side plate 1 is connected with the concrete rib aluminum template at a certain angle, the secondary beam side plate 2 is connected with the concrete rib aluminum template at a certain angle, and the main beam side plate 1 and the secondary beam side plate 2 are connected through the concrete rib aluminum template.
The main beam side plate 1 is connected with the main beam bottom plate 6, and the main beam side plate 1 is vertical to the main beam bottom plate 6; the secondary beam side plate 2 is connected with the secondary beam bottom plate, and the secondary beam side plate 2 is perpendicular to the secondary beam bottom plate.
The anchor head 6 of the concrete anchor pier aluminum template is positioned in the space of the intersection part of the two main beam side plates 1 and the two secondary beam side plates 2, specifically, the anchor head 6 of the concrete anchor pier is positioned in the middle of the space of the intersection part of the two main beam side plates 1 and the two secondary beam side plates 2, and the anchor head 6 of the concrete anchor pier is higher than the main beam side plates 1 and the secondary beam side plates 2; anchor holes are reserved on the main beam side plate 1 and the secondary beam side plate 2 near the anchor head 6 of the concrete anchor pier and used for inserting anchor rod reinforcing steel bars.
And welding aluminum ridges 3 on each main beam side plate 1 and each secondary beam side plate 2, wherein the aluminum ridges 3 of the concrete anchor pier aluminum template are parallel to the lower edges of the side plates.
The aluminum edge 3 is used for enhancing the overall rigidity of the prestressed concrete anchor pier aluminum template and reducing and avoiding the deformation of the concrete anchor pier aluminum template, but the aluminum edge 3 has no force application point, the aluminum edge is required to be leaned against the action of the column 4, the column 4 is fixed outside the aluminum edge 3 at a certain distance, the column 4 is vertical to the aluminum edge 3, when a concrete mixture is vibrated by a vibrator, the aluminum template is extruded by the self weight of the concrete and the lateral force generated by the vibration, the concrete anchor pier aluminum template transmits the lateral pressure to the aluminum edge 3, the aluminum edge 3 is transmitted to the column 4, the column 4 bears the horizontal tension force due to the action of the horizontal force from the aluminum edges 3 at two sides, and the section of the column 4 has enough tensile strength. The aluminum edge 3 takes the column 4 as a support to play a role of a multi-span connecting beam.
The longitudinal height of the concrete anchor pier aluminum template is gradually reduced from the middle to the two ends, the longitudinal section of the concrete anchor pier aluminum template is rectangular or trapezoidal, a space for arranging longitudinal ribs, stirrups and prestressed reinforcements is reserved in the concrete anchor pier aluminum template, the longitudinal ribs are longitudinally arranged along a cross beam of the concrete anchor pier aluminum template and a longitudinal beam of the concrete anchor pier aluminum template, and the longitudinal ribs are arranged in parallel with a main beam side plate or a secondary beam side plate; the stirrups surround the longitudinal bars, and the prestressed reinforcements are arranged in the stirrups and close to the lower parts of the cross beams of the concrete anchor pier aluminum formwork or the longitudinal beams of the concrete anchor pier aluminum formwork and do not contact the stirrups.
As shown in fig. 3 and 4, a spatial region enclosed by the concrete rib aluminum formwork may be rectangular or circular, a space provided with grid-shaped reinforcing steel bars or radial reinforcing steel bars is reserved in the rectangular concrete rib aluminum formwork, and a space provided with grid-shaped reinforcing steel bars or radial reinforcing steel bars is also reserved in the circular concrete rib aluminum formwork, wherein the reinforcing steel bars are HRB400 common reinforcing steel bars with a diameter of at least 20mm, HRB335 stirrups with a diameter of at least 10mm, or HRB400 stirrups.
As shown in fig. 6 or 7, the anchor head 6 of the concrete anchor pier aluminum formwork comprises a groove 61, a backing plate 62 and an anchor hole 63, wherein the anchor head 6 of the concrete anchor pier is arranged in the middle of the intersection of the cross beam of the concrete anchor pier aluminum formwork and the longitudinal beam of the concrete anchor pier aluminum formwork, the groove 61 is arranged on the upper portion of the anchor head 6, the backing plate 62 is arranged on the bottom of the groove 61 and the upper portion of the bottom plate, and the backing plate is provided with an anchor hole with the same diameter as the groove 61 for inserting an anchor rod or a reinforcing steel bar.
Masonry structure becomes a brick body structure with cross concrete anchor mound aluminum mould assorted cross shape with the brick building, leaves a hole in masonry structure's bottom for set up the split bolt, main girder bottom plate 5 and secondary beam bottom plate that this masonry structure's higher authority bore concrete anchor mound aluminum mould board, adjacent main girder curb plate 1 and secondary beam curb plate 2 adopt the plate overlap joint, and the reuse bolt is fixed.
The main beam side plate 1, the secondary beam side plate 2 and the bottom plate of the concrete anchor pier aluminum template can be formed by rolling aluminum plates with the thickness of 2.5-2.8mm, and the aluminum ridge 3 is formed by welding flat aluminum plates with the thickness of 3mm with the main beam side plate 1 or the secondary beam side plate 2. In order to facilitate the assembly connection between the concrete anchor pier aluminum templates, a plurality of connecting holes are formed in the main beam side plate 1 and the secondary beam side plate 2, and the hole distance between every two adjacent connecting holes is 150 mm.
The height of the concrete anchor pier aluminum template unit is 400-600 mm; the height of the concrete rib aluminum template is 200-500 mm.
The height of the concrete rib is lower than that of the prestressed concrete anchor pier unit, namely the height of the concrete anchor pier rib aluminum template is lower than that of the main beam side plate and the secondary beam side plate.
The concrete anchor pier aluminum template system comprises a concrete anchor pier aluminum template, a supporting part and a fastening connecting piece.
Starting from actual construction conditions, on the premise of meeting the shape and size of structural construction requirements, a large-specification concrete anchor pier aluminum template is taken as a main template, a small-specification concrete anchor pier aluminum template is taken as an auxiliary template, wherein the large-specification concrete anchor pier aluminum template refers to a main beam side plate and a secondary beam side plate, the small-specification concrete anchor pier aluminum template refers to templates at the tail ends of the main beam and the secondary beam, and a connecting member template between the main beam and the secondary beam. 4 main beam side plates, 4 secondary beam side plates, 4 beam end templates and 4 connecting component templates between the main beams and the secondary beams.
Reduce concrete anchor mound aluminum mould board block number, make things convenient for concrete anchor mound aluminum mould board to assemble, the position that is not enough concrete anchor mound aluminum mould board size is with concrete anchor mound aluminum mould board inlaying, for improving the bulk rigidity of concrete anchor mound aluminum mould board, can take the fissure of displacement spelling. The template is not enough to be directly manufactured by aluminum plate materials, a plurality of aluminum plates can be spliced and embedded, and the template at each position is reasonably selected according to local conditions.
The concrete anchor pier aluminum template comprises a plane aluminum template, a corner aluminum template (comprising a female angle die, a male angle die and a connecting angle die) and various clamps, wherein the clamps mainly refer to small-sized components fixedly connected with the aluminum templates
The supporting part is used for fixing and supporting the assembled concrete anchor pier aluminum template on a corresponding slope design position and bearing all loads transmitted by the concrete anchor pier aluminum template. Because some minor parts are easy to lose and damage in the construction, an aluminum scaffold is used as a concrete anchor pier aluminum template support in the engineering, and the aluminum scaffold comprises a fastener aluminum pipe scaffold, a door-shaped scaffold and the like.
To sum up, the utility model provides a concrete anchor pier aluminum template with an anchor cable frame structure, which comprises a concrete anchor pier aluminum template unit and a concrete anchor pier rib aluminum template; the concrete anchor pier aluminum template unit comprises: the main beam side plate, the secondary beam bottom plate, the aluminum ridge, the column, the main beam bottom plate and the anchor head part of the concrete anchor pier; the two main beam side plates and the two secondary beam side plates form a cross-shaped cross, the concrete anchor pier rib aluminum template is positioned at four intersections of the main beam side plates and the secondary beam side plates of the concrete anchor pier aluminum template unit, and the main beam side plates and the secondary beam side plates are connected through the concrete rib aluminum template. The utility model discloses an aluminium template is novel concrete anchor mound design, uses fresh concrete to pour the position and the corresponding geometric shape of in-process according to the concrete anchor mound of design before according to, makes it harden and becomes the model of reinforced concrete structure or component, has the characteristics that reduce the site operation step, shorten construction cycle, realize standardized management production, proof mass, economic environmental protection.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (9)
1. A concrete anchor pier aluminum template of an anchor cable frame structure is characterized by comprising a concrete anchor pier aluminum template unit and a concrete anchor pier rib aluminum template;
the concrete anchor pier aluminum template unit comprises: the main beam side plate (1), the secondary beam side plate (2), the secondary beam bottom plate, the aluminum ribs (3), the columns (4), the main beam bottom plate (5) and the anchor head (6) of the concrete anchor pier;
the two main beam side plates (1) are arranged in parallel to form a cross beam of the concrete anchor pier aluminum template and are connected with the main beam bottom plate (5); the two secondary beam side plates (2) are arranged in parallel to form a longitudinal beam of the concrete anchor pier aluminum template and are connected with the secondary beam bottom plate;
welding aluminum ribs (3) on each main beam side plate (1) and each secondary beam side plate (2);
the anchor head (6) of the concrete anchor pier is positioned in the middle of the space of the intersection part of the two main beam side plates (1) and the two secondary beam side plates (2);
the two main beam side plates (1) and the two secondary beam side plates (2) form a cross-shaped cross, the concrete anchor pier rib aluminum template is located at four cross positions of the main beam side plates (1) and the secondary beam side plates (2) of the concrete anchor pier aluminum template unit, and the main beam side plates (1) and the secondary beam side plates (2) are connected through the concrete rib aluminum template.
2. The concrete anchor pier aluminum formwork of the anchor cable frame structure as claimed in claim 1, wherein the anchor head (6) of the concrete anchor pier is higher than the main beam side plate (1) and the secondary beam side plate (2), and the height of the concrete anchor pier rib aluminum formwork is lower than the main beam side plate (1) and the secondary beam side plate (2); the aluminum ribs (3) are parallel to the lower edges of the side plates.
3. The concrete anchor pier aluminum formwork of the anchor cable frame structure as claimed in claim 2, wherein anchor holes are reserved on both the main beam side plate (1) and the secondary beam side plate (2) near the anchor head (6) of the concrete anchor pier for inserting anchor rods or reinforcing steel bars.
4. The concrete anchor pier aluminum formwork of the anchor cable frame structure as claimed in claim 3, wherein the longitudinal height of the concrete anchor pier aluminum formwork is gradually reduced from the middle to the two ends, and a space for arranging the longitudinal bar, the hoop bar and the prestressed steel bar is reserved in the concrete anchor pier aluminum formwork.
5. The concrete anchor pier aluminum formwork of the anchor cable frame structure as claimed in claim 4, wherein the longitudinal ribs are longitudinally arranged along the cross beam of the concrete anchor pier aluminum formwork and the longitudinal beam of the concrete anchor pier aluminum formwork and are parallel to the main beam side plate or the secondary beam side plate; the stirrups surround the longitudinal bars, and the prestressed reinforcements are arranged in the stirrups and close to the lower parts of the cross beams of the concrete anchor pier aluminum formwork or the longitudinal beams of the concrete anchor pier aluminum formwork and do not contact the stirrups.
6. The concrete anchor pier aluminum formwork of the cable rope frame structure according to claim 5, wherein the anchor head (6) of the concrete anchor pier comprises a groove (61), a backing plate (62) and an anchor hole (63), the groove (61) is arranged on the upper portion of the anchor head (6), and the backing plate (62) is arranged on the bottom of the groove (61) and the upper portion of the bottom plate.
7. The concrete anchor pier aluminum formwork of the anchor cable frame structure as claimed in claim 6, wherein the shim plate (62) is provided therein with anchor holes having the same diameter as the grooves (61) for inserting anchor rods or reinforcing bars.
8. The anchor pier aluminum form of claim 7, comprising a masonry structure that is a cross-shaped brick structure that mates with the anchor pier aluminum form elements.
9. A concrete anchor pier aluminum formwork system comprising support members, fastening connectors, and the concrete anchor pier aluminum formwork of the anchor line frame structure of claims 1-8.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020692208.5U CN213198076U (en) | 2020-04-29 | 2020-04-29 | Concrete anchor pier aluminum template and system of anchor cable frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020692208.5U CN213198076U (en) | 2020-04-29 | 2020-04-29 | Concrete anchor pier aluminum template and system of anchor cable frame structure |
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| CN213198076U true CN213198076U (en) | 2021-05-14 |
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| CN202020692208.5U Active CN213198076U (en) | 2020-04-29 | 2020-04-29 | Concrete anchor pier aluminum template and system of anchor cable frame structure |
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