CN214882974U - Unit template and integrated device for assembling and combining vase pier - Google Patents
Unit template and integrated device for assembling and combining vase pier Download PDFInfo
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- CN214882974U CN214882974U CN202023139167.6U CN202023139167U CN214882974U CN 214882974 U CN214882974 U CN 214882974U CN 202023139167 U CN202023139167 U CN 202023139167U CN 214882974 U CN214882974 U CN 214882974U
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Abstract
The utility model discloses a unit template and integrated device for assembling make up into vase mound, unit template includes: the template panel, the interior muscle that is used for strengthening the template panel support intensity, lay and be used for connecting and assemble into overall structure's horizontal flange and/or vertical flange a plurality of unit templates at template panel tip, leave in advance on horizontal flange and/or the vertical flange and have the connecting hole for strap in order to cramp the template panel in order to increase template panel pressure-bearing capacity. The utility model discloses a unit template for assembling make up into vase mound, interior muscle and braces increase the bearing capacity of waiting to water the unit template of pier stud, avoid the template panel because the pressure-bearing is great and take place to warp, guaranteed to pour the pier stud integrality of completion.
Description
Technical Field
The utility model relates to a field is pour to the pier shaft, especially relates to a unit template for assembling make up into vase mound. The utility model discloses still relate to one kind and be used for assembling the integrated device who makes up the unit template of vase mound including the aforesaid.
Background
In recent years, the demand for municipal engineering in cities is increasing, not only in terms of physical quality, but also in terms of the aesthetic appearance of structures. The vase pier body is attractive and elegant in shape, is deeply loved by the majority of constructors, and is continuously explored for the construction of the vase pier body.
The vase pier body is a special-shaped structure, the traditional construction process is that a construction platform is built by utilizing a buckle scaffold, a template is built for two times by using a regular part and an irregular part, concrete pouring is carried out, workers need to go up and down the construction platform through a temporary ladder stand, and the process is complicated and the safety performance is low. The scaffold is high in cost and long in time consumption, each vase pier body needs to be erected once and disassembled once, the construction efficiency is extremely low, the construction quality is not easy to control, and the overall progress of the bridge is seriously influenced. A construction process with low cost, quick effect and high safety performance is urgently needed to assist the quick construction of the vase pier body.
SUMMERY OF THE UTILITY MODEL
The utility model provides a unit template and integrated device for assembling make up into vase mound to solve current vase pier shaft template and set up that the technology is loaded down with trivial details and the security performance is low, the construction efficiency is extremely low, and the technical problem that construction quality should not control.
The utility model adopts the technical scheme as follows:
a unit template for assembling and combining vase piers, the unit template comprises:
a face plate of the template is provided,
an inner rib for reinforcing the supporting strength of the formwork panel,
horizontal flanges and/or vertical flanges which are arranged at the end parts of the template panels and are used for connecting and assembling a plurality of unit templates into an integral structure, connecting holes are reserved on the horizontal flanges and/or the vertical flanges,
the braces are used for hooping the formwork panels to increase the bearing capacity of the formwork panels.
Furthermore, a plurality of unit templates are assembled to form a straight-line section pier body template, and an oblique angle pull rod for penetrating straps to maintain structural stability is arranged between adjacent unit templates in the straight-line section pier body template; and/or a plurality of unit templates are assembled to form a curve section pier cap template, and an oblique angle pull rod used for penetrating through a strap to maintain the structural stability is arranged between adjacent unit templates in the curve section pier cap template.
Furthermore, a plurality of unit templates are assembled to form a tie beam template; opposite-penetrating pull rods for penetrating straps to maintain structural stability are arranged between the opposite unit templates in the tie beam templates.
According to the utility model discloses an on the other hand still provides an integrated device for the concrete placement of vase pier shaft, include: the device comprises a straight-line pier body template, a curved-section pier cap template arranged on the straight-line pier body template, a tie beam template connected between the curved-section pier cap templates in a crossing manner, a platform detachably connected to the straight-line pier body template, the curved-section pier cap template and the tie beam template for construction, and a ladder stand fixedly arranged on the curved-section pier cap template and/or the straight-line pier body template and used for a constructor to get on and off the platform; the straight section pier body template, the curve section pier cap template and the tie beam template are all formed by assembling and combining the unit templates.
Furthermore, the unit template is provided with a connecting plate which is detachably connected with the platform; and an inclined strut is arranged between the tie beam formwork and the straight-line pier body formwork and is installed on a back belt of the unit formwork.
Further, the platform includes the platform panel, and the one end that the platform panel is close to the cat ladder sets up to the loose-leaf opening for support platform panel's general tripod, and general tripod can be dismantled with the connecting plate and be connected, installs the handrail on general tripod.
Further, the platform panel comprises a patterned steel plate, and transverse and longitudinal ribbed ribs for enhancing the pressure bearing capacity of the patterned steel plate.
Further, the universal tripod is detachably connected with the connecting plate through M20 bolts and nuts.
Furthermore, a platform is arranged at each 2m height of the straight-line pier body template; a platform is configured on the curve section pier cap template; the tie beam formwork is provided with a platform.
Furthermore, the ladder stand comprises a subsection ladder stand unit, and the ladder stand unit is fixedly connected with the unit template.
The utility model discloses following beneficial effect has:
the utility model discloses a unit template for assembling make up into vase mound, unit template includes: the pier column comprises a template panel, inner ribs, horizontal flanges and/or vertical flanges and braces, wherein the inner ribs and the braces increase the pressure bearing capacity of a unit template of the pier column to be poured, the deformation of the template panel due to large pressure bearing is avoided, and the integrity of the poured pier column is guaranteed. The unit templates are assembled into an integral structure through the horizontal flanges and/or the vertical flanges, so that the curve section pier cap templates, the curve section pier cap templates and the tie beam templates can be assembled and combined, and each independent component is convenient to mount, dismount and transport, and convenient to turnover and reuse.
The utility model discloses an integrated device, include: the pier comprises a straight-line section pier body template, a curved-line section pier cap template, a tie beam template, a platform and a ladder. The platform is assembled by installing the straight-line pier body template, the curve section pier cap template and the tie beam template, workers can construct the platform up and down by connecting the crawling ladder of the straight-line pier body template or the curve section pier cap template, the process of building a construction platform and a temporary crawling ladder is omitted, potential safety hazards existing during high-altitude operation are reduced, and construction safety is effectively guaranteed. The use of above-mentioned integrated device has reduced conventional technology construction platform and has set up required expense and time cycle to outside the expense that only needs the template of early stage once only to drop into, the later stage does not have other expenses, whole set of device has enough to meet the need the use many times, has greatly reduced construction cost, has improved the efficiency of construction of city bridge vase pier shaft, and has ann and tear the convenience open, the operation is simple and easy, adopts the whole set of device of car loop wheel machine installation, ann tears the convenience open, it is swift, high work efficiency, safe and reliable's advantage.
In addition to the above-described objects, features and advantages, the present invention has other objects, features and advantages. The present invention will be described in further detail below with reference to the accompanying drawings.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:
fig. 1 is a drawing of a straight section pier body template structure according to the preferred embodiment of the invention;
FIG. 2 is a diagram of a curved section coping template structure according to the preferred embodiment of the present invention;
FIG. 3 is a schematic diagram of a tie beam form of the preferred embodiment of the present invention;
FIG. 4 is a front view of the integrated device of the preferred embodiment of the present invention;
FIG. 5 is a side view of the integrated device of the preferred embodiment of the present invention;
FIG. 6 is a top view of the integrated device of the preferred embodiment of the present invention; and
fig. 7 is a schematic diagram of a platform structure according to a preferred embodiment of the present invention.
The reference numbers illustrate:
1. a straight-line pier body template; 2. a curve segment pier cap template; 3. tying a beam template; 4. a platform; 5. climbing a ladder; 6. bracing;
41. a platform panel; 42. a universal tripod; 43. a balustrade handrail;
100. a unit template; 101. a template panel; 102. a connecting plate; 103. an inner rib; 104. a horizontal flange; 105. a vertical flange; 106. a harness; 107. a bevel pull rod; 108. the opposite penetration pull rod.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Fig. 1 is a drawing of a straight section pier body template structure according to the preferred embodiment of the invention; FIG. 2 is a diagram of a curved section coping template structure according to the preferred embodiment of the present invention; FIG. 3 is a schematic diagram of a tie beam form of the preferred embodiment of the present invention; FIG. 4 is a front view of the integrated device of the preferred embodiment of the present invention; FIG. 5 is a side view of the integrated device of the preferred embodiment of the present invention; FIG. 6 is a top view of the integrated device of the preferred embodiment of the present invention; fig. 7 is a schematic diagram of a platform structure according to a preferred embodiment of the present invention.
As shown in fig. 1, 2 and 3, the unit template 100 of the present embodiment for assembling and combining vase pier comprises:
the template face plate 101 is provided with a plurality of,
a horizontal flange 104 and/or a vertical flange 105 which are arranged at the end part of the template panel 101 and are used for connecting, assembling and combining a plurality of unit templates 100 into an integral structure, connecting holes are reserved on the horizontal flange 104 and/or the vertical flange 105,
The utility model discloses a unit template 100 for assembling make up into vase mound, unit template 100 includes: the formwork panel 101, the inner ribs 103, the horizontal flange 104 and/or the vertical flange 105 and the braces 106, the inner ribs 103 and the braces 106 increase the pressure bearing capacity of the unit formwork 100 of the pier to be poured, deformation of the formwork panel 101 due to large pressure bearing is avoided, and the integrity of the poured pier is guaranteed. The unit templates 100 are assembled and combined into an integral structure through the horizontal flanges 104 and/or the vertical flanges 105, the straight-line segment pier body templates 1, the curve segment pier cap templates 2 and the tie beam templates 3 can be assembled and combined, and each independent component is convenient to install, disassemble and transport, and convenient to turnover and reuse.
As shown in fig. 1 and fig. 6, in the present embodiment, a plurality of unit templates 100 are assembled into a straight-line section pier body template 1, and an oblique angle pull rod 107 for passing through a strap 106 to maintain structural stability is disposed between adjacent unit templates 100 in the straight-line section pier body template 1; and/or a plurality of unit templates 100 are assembled to form the curve section coping template 2, and an oblique angle pull rod 107 for penetrating a strap 106 to maintain the structural stability is arranged between the adjacent unit templates 100 in the curve section coping template 2. The oblique angle pull rod 107 of the straight-line segment pier body template 1 and the curve segment pier cap template 2 is arranged between the adjacent unit templates 100 in a penetrating mode through the straps 106, the overall strength of the adjacent unit templates 100 is improved through the oblique angle pull rod 107, the pressure bearing capacity of the unit templates is improved, deformation caused by insufficient pressure bearing capacity of the unit templates 100 when the pier body is poured is avoided, and the appearance quality of the pier body formed by pouring can be well guaranteed.
As shown in fig. 1 and 6, in the present embodiment, a plurality of unit formworks 100 are assembled and combined to form a tie beam formwork 3. Opposite tie rods 108 for passing through straps 106 to maintain structural stability are provided between the opposite unit templates 100 in the tie beam template 3. The opposite-penetrating pull rods 108 can clamp the two oppositely arranged unit templates 100, the opposite-penetrating pull rods 108 can be arranged at four corners of the unit templates 100, the pier stud structure is prevented from being penetrated, and the whole pressure bearing capacity of the tie beam template 3 can be enhanced.
As shown in fig. 4, 5 and 6, according to another aspect of the present invention, there is provided an integrated device for concrete pouring of vase pier, comprising: the construction method comprises the following steps of (1) a straight-line section pier body template 1, a curved-line section pier cap template 2 installed on the straight-line section pier body template 1, a tie beam template 3 connected between the curved-line section pier cap templates 2 in a crossing manner, a platform 4 detachably connected to the straight-line section pier body template 1, the curved-line section pier cap template 2 and the tie beam template 3 and used for construction, and a ladder stand 5 installed and fixed on the curved-line section pier cap template 2 and/or the straight-line section pier body template 1 and used for a constructor to go up and down the platform 4; the straight section pier body template 1, the curve section pier cap template 2 and the tie beam template 3 are all formed by assembling and combining the unit templates 100.
The utility model discloses an integrated device, include: the pier comprises a straight-line section pier body template 1, a curved-line section pier cap template 2, a tie beam template 3, a platform 4 and a ladder stand 5. The assembly of the platform 4 is completed simultaneously when the straight-line section pier body template 1, the curve section pier cap template 2 and the tie beam template 3 are installed, workers can construct the platform 4 up and down through the crawling ladder 5 connected to the straight-line section pier body template 1 or the curve section pier cap template 2, the process of building the construction platform 4 and the temporary crawling ladder 5 is omitted, potential safety hazards existing during high-altitude operation are reduced, and construction safety is effectively guaranteed. The use of above-mentioned integrated device has reduced conventional technology construction platform 4 and has set up required expense and time cycle to outside the expense that only needs the template of early stage once only to drop into, the later stage does not have other expenses, whole set of device has enough to meet the need the use many times, construction cost has greatly been reduced, the efficiency of construction of city bridge vase pier shaft has been improved, and have ann tear the convenience open, the operation is simple and easy, adopt the whole set of device of car loop wheel machine installation, ann tears the convenience open, it is swift, high working efficiency, safe and reliable's advantage.
The straight section pier body template 1, the curve section pier cap template 2 and the tie beam template 3 are formed by splicing a plurality of unit templates 100. The plurality of unit formworks 100 include formwork panels 101, connection plates 102, inner ribs 103, horizontal and/or vertical flanges 104, 105, and straps 106. The unit templates 100 are assembled and enclosed into a straight-line segment pier body template 1, a curved segment pier cap template 2 and a tie beam template 3 through a horizontal flange 104 and a vertical flange 105. The inner ribs 103 and the straps 106 increase the pressure-bearing capacity of the pier stud template to be poured, namely, the increased pressure-bearing capacity, so that the template panel 101 is prevented from deforming due to large pressure-bearing capacity, and the integrity of the poured pier stud is guaranteed. Simultaneously, the pouring of two pier stud can be accomplished simultaneously to above-mentioned integrated device, can accelerate holistic construction progress under the prerequisite of the pier stud quality after guaranteeing to pour to save the time limit for a project, reduced manufacturing cost. The size of each unit template 100 may be selected according to different heights, formed pier bodies, and pier caps. Preferably, the straight section pier body template 1 assembled by the unit templates 100 is of a rectangular structure, and the curved section pier cap template 2 assembled by the unit templates 100 is of a curved trapezoid structure. The horizontal flange 104 and the vertical flange 105 are reserved with connection holes to connect the plurality of unit formworks 100 up and down, left and right by bolts.
As shown in fig. 4 and 7, in the present embodiment, the unit template 100 is provided with a connection plate 102 for detachable connection with the platform 4. An inclined strut 6 is arranged between the tie beam formwork 3 and the straight section pier body formwork 1, and the inclined strut 6 is installed on a strap 106 of the unit formwork 100. The tie beam templates 3 are connected between the curve section pier cap templates 2 in a crossing mode, and the straight-line section pier body templates 1 and the curve section pier cap templates 2 form pier columns so as to connect 2 pier columns into an integral structure. The tie beam formwork 3 spans a greater distance and therefore braces 6 are added to increase the rigidity of the tie beam formwork 3 structure and to increase the seismic capacity of the tie beam formwork 3 structure. The joints of the two ends of the bevel pull rod 107, the opposite pull rod 108 and the inclined strut 6 are all provided with a gasket to buffer the strap 106. Meanwhile, the buffer function can be achieved when the bevel pull rod 107, the opposite pull rod 108 and the inclined strut 6 vibrate, and therefore the situation that damage or looseness occurs is avoided.
As shown in fig. 7, in the present embodiment, the platform 4 includes a platform panel 41, one end of the platform panel 41 near the ladder 5 is provided with a hinge opening for supporting a universal tripod 42 of the platform panel 41, the universal tripod 42 is detachably connected with the connecting plate 102, and a handrail 43 is installed on the universal tripod 42. The platform 4 includes a platform panel 41, a universal tripod 42 and a handrail 43, and the platform 4 is firstly integrated on the ground and then bolted to the universal tripod 42 and the connection plate 102 on the template panel 101, so as to achieve the effect of erecting the platform 4 on the unit template 100. Preferably, the deck panel 41 comprises a patterned steel plate, transverse ribbed ribs and longitudinal ribbed ribs for enhancing the pressure-bearing capacity of the patterned steel plate.
In this embodiment, universal tripod 42 is removably coupled to coupling plate 102 via M20 bolts and nuts. The platform 4 is detachably connected with the unit template 100, bolt holes are reserved on the connecting plate 102, and M20 bolts and nuts are passed through the connecting plate 102, so that the universal tripod 42 is connected with the connecting plate 102.
In the embodiment, a platform 4 is arranged at each 2m height of the straight-line pier body template 1; the curve section coping template 2 is provided with a platform 4. The tie beam formwork 3 is provided with a platform 4. The straight-line section pier body template 1 is assembled into a unit section of a hollow straight cylindrical structure, the shape of the unit section is the same as that of a straight-line section pier column in the height direction, the section of the unit section is the same as that of the straight-line section pier column, the straight-line section pier body template 1 can be of a multi-section structure formed by assembling 2-5 unit sections, assembly and disassembly are facilitated, the height of each section is the same, and the height of the unit template 100 is determined by the total height of the straight-line section pier body template 1 and the total height of the curve section pier cap template 2. Preferably, each section has a height of 2m and is provided with a platform 4. The curve section pier cap template 2 is a hollow bent cylindrical structure, has the same shape as the curve section pier stud in the height direction, has the same shape as the section of the curve section pier stud, and can also adopt a multi-section structure. The curve section pier cap template 2 is provided with a platform 4. The tie beam formwork 3 is provided with a platform 4.
In this embodiment, the ladder 5 comprises a segmented ladder 5 unit, and the ladder 5 unit is fixedly connected with the unit formwork 100. The ladder 5 is composed of segmented ladder 5 units. Is convenient for installation and carrying.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A unit template for splicing and combining vase piers, which is characterized in that,
the unit template (100) includes:
a template panel (101),
an inner rib (103) for reinforcing the supporting strength of the formwork panel (101),
the horizontal flanges (104) and/or the vertical flanges (105) are arranged at the end parts of the formwork panels (101) and are used for connecting, assembling and combining a plurality of unit formworks (100) into an integral structure, and connecting holes are reserved on the horizontal flanges (104) and/or the vertical flanges (105) and are used for hooping the formwork panels (101) to increase straps (106) of the pressure bearing capacity of the formwork panels (101).
2. The unit template for assembling and combining vase piers according to claim 1,
a plurality of unit templates (100) are assembled to form a straight-line section pier body template (1), and an oblique angle pull rod (107) used for penetrating the straps (106) to maintain structural stability is arranged between adjacent unit templates (100) in the straight-line section pier body template (1); and/or
The plurality of unit templates (100) are assembled to form a curve section pier cap template (2), and an oblique angle pull rod (107) used for penetrating the straps (106) to maintain structural stability is arranged between the adjacent unit templates (100) in the curve section pier cap template (2).
3. The unit template for assembling and combining vase piers according to claim 1,
a plurality of unit templates (100) are assembled to form a tie beam template (3);
and a penetrating pull rod (108) for penetrating the straps (106) to maintain the structural stability is arranged between the opposite unit templates (100) in the tie beam template (3).
4. An integrated device for casting concrete of a vase pier body, which is characterized in that,
the method comprises the following steps: the construction method comprises the following steps of (1) a straight-line section pier body template (1), a curve section pier cap template (2) installed on the straight-line section pier body template (1), a tie beam template (3) connected between the curve section pier cap templates (2) in a crossing mode, a platform (4) detachably connected to the straight-line section pier body template (1), the curve section pier cap template (2) and the tie beam template (3) and used for construction, and a ladder (5) installed and fixed on the curve section pier cap template (2) and/or the straight-line section pier body template (1) and used for a constructor to go up and down the platform (4);
the straight-line section pier body template (1), the curved-line section pier cap template (2) and the tie beam template (3) are formed by assembling and combining the unit templates (100) according to any one of claims 1 to 3.
5. The integrated apparatus of claim 4,
the unit template (100) is provided with a connecting plate (102) detachably connected with the platform (4);
an inclined strut (6) is arranged between the tie beam formwork (3) and the straight-line pier body formwork (1), and the inclined strut (6) is installed on a strap (106) of the unit formwork (100).
6. The integrated apparatus according to claim 5,
the platform (4) comprises a platform panel (41), one end, close to the ladder stand (5), of the platform panel (41) is provided with a hinge opening for supporting a universal tripod (42) of the platform panel (41), the universal tripod (42) is detachably connected with the connecting plate (102) and is installed on a handrail (43) on the universal tripod (42).
7. The integrated apparatus of claim 6,
the platform panel (41) comprises a patterned steel plate, and transverse and longitudinal ribbed ribs for enhancing the pressure bearing capacity of the patterned steel plate.
8. The integrated apparatus of claim 6,
the universal tripod (42) is detachably connected with the connecting plate (102) through M20 bolts and nuts.
9. The integrated apparatus of claim 4,
a platform (4) is arranged at each 2m height of the straight-line pier body template (1);
the curve section pier cap template (2) is provided with a platform (4);
the tie beam template (3) is provided with a platform (4).
10. The integrated apparatus of claim 4,
the ladder stand (5) comprises a segmented ladder stand (5) unit, and the ladder stand (5) unit is fixedly connected with the unit template (100).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023139167.6U CN214882974U (en) | 2020-12-22 | 2020-12-22 | Unit template and integrated device for assembling and combining vase pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023139167.6U CN214882974U (en) | 2020-12-22 | 2020-12-22 | Unit template and integrated device for assembling and combining vase pier |
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| Publication Number | Publication Date |
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| CN214882974U true CN214882974U (en) | 2021-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023139167.6U Active CN214882974U (en) | 2020-12-22 | 2020-12-22 | Unit template and integrated device for assembling and combining vase pier |
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| CN (1) | CN214882974U (en) |
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