CN212801247U - Construction support of pier column structure - Google Patents
Construction support of pier column structure Download PDFInfo
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- CN212801247U CN212801247U CN202021463562.7U CN202021463562U CN212801247U CN 212801247 U CN212801247 U CN 212801247U CN 202021463562 U CN202021463562 U CN 202021463562U CN 212801247 U CN212801247 U CN 212801247U
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Abstract
The utility model provides a construction support of pier stud structure, including first pole group, second pole group, transverse bar to and vertical pole, first pole group and second pole group constitute by many pole settings that enclose synthetic rectangle space, and second pole group encloses and fits outside the first pole group, many pole settings of first pole group and many pole settings one-to-ones of second pole group, are connected with many vertical bars along the direction of height between two double-phase corresponding pole settings in first pole group and the second pole group, first pole group with many pole settings of four sides of second pole group all are connected with many transverse bars along the direction of height, first pole group with be equipped with construction platform between the upper portion of second pole group, construction platform's highly adapted to pier stud construction demand adjusts. In the utility model, the construction support of the pier column structure simplifies the structure of the construction support so as to improve the construction efficiency; meanwhile, the height of the construction platform can be adjusted, and convenience of construction is improved.
Description
Technical Field
The utility model relates to an arch bridge construction technical field especially relates to a construction support of pier stud structure.
Background
With the gradual acceleration of the foot steps of urban construction in China, the requirement on the attractiveness of a bridge positioned in a city is higher and higher; the arch bridge is widely applied to urban bridges as a bridge with a beautiful shape, wherein the arch support is used for connecting a main beam and an arch and has an important function in the structure of the arch bridge; in the prior art, when an arch abutment is built, a construction support is generally erected in an area where the arch abutment is built so as to build the arch abutment, but the construction support erected in the prior art is relatively complex in structure, so that the construction process is slow and the efficiency is low.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a construction support of pier stud structure that the structure is simple and easy.
In order to achieve the above object, the present invention provides the following technical solutions:
a construction support of a pier column structure is used for being erected on a bearing platform and surrounding a construction area of a pier column, and comprises a first vertical rod group, a second vertical rod group, transverse rods and longitudinal rods, wherein the first vertical rod group and the second vertical rod group are respectively formed by a plurality of vertical rods which are enclosed to form a rectangular space, the second vertical rod group is enclosed outside the first vertical rod group, the plurality of vertical rods of the first vertical rod group are in one-to-one correspondence with the plurality of vertical rods of the second vertical rod group, a plurality of longitudinal rods are connected between two corresponding vertical rods in the first vertical rod group and the second vertical rod group along the height direction, the plurality of longitudinal rods on two adjacent vertical rods in one vertical rod group are in one-to-one correspondence, the plurality of vertical rods on four sides of the first vertical rod group and the second vertical rod group are connected with a plurality of transverse rods along the height direction, the plurality of transverse rods on two adjacent sides in one vertical rod group are in one-to-one correspondence, and a construction platform is arranged between the upper parts of the first vertical rod group and the second vertical, the height of the construction platform is adjusted according to the pier column construction requirement.
Preferably, the construction platform comprises a steel fence sheet erected between the upper parts of the first vertical rod group and the second vertical rod group.
Preferably, the construction platform further comprises a guard rail connected to the upper parts of the plurality of vertical rods of the second vertical rod group and located above the steel basketry sheet.
Preferably, the construction platform comprises a skirting board, and the skirting board is arranged on the upper portion of the construction platform and connected to the upper portions of the multiple vertical rods of the second vertical rod group.
Preferably, the construction support of pier stud structure still includes close mesh safety net, close mesh safety net is hung and is located one side that first pole group was kept away from to second pole group.
Preferably, the construction support of pier stud structure is still including locating second pole setting group is kept away from the throwing of first pole setting group one side props, throw and prop the lower extreme and be fixed in on the cushion cap, its upper end slope support in on the second pole setting.
Preferably, the included angle between the throwing support and the bearing platform is 45-60 degrees.
Preferably, the throwing support is provided with a plurality of throwing supports, and the plurality of throwing supports correspond to the plurality of upright rods of the second upright rod group one to one.
Preferably, the construction support of pier stud structure still includes horizontal pole and the vertical pole of sweeping the ground, first pole group with many of second pole group the pole setting lower part all is connected with horizontal pole of sweeping the ground, first pole group with be connected with between the double-phase corresponding pole setting lower part in the second pole group vertical pole is swept the ground.
Preferably, the bottoms of the vertical rods of the first vertical rod group and the second vertical rod group are provided with backing plates.
Compared with the prior art, the utility model discloses a scheme has following advantage:
in the utility model, the construction support of the pier stud structure meets the construction requirements of the pier stud by erecting the first vertical rod group and the second vertical rod group, and the transverse rod and the longitudinal rod which are connected to the first vertical rod group and the second vertical rod group, and the construction support simplifies the structure of the construction support on the premise of meeting the construction requirements, so that the difficulty of erecting the construction support of the pier stud structure is reduced, and the construction efficiency is improved; simultaneously, locate the high adaptation pier stud construction demand of the construction platform on first pole group and the second pole group and adjust, make the construction support of this pier stud structure can satisfy in the pier stud construction demand of highly changing on different regions, improve the convenience of construction.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
fig. 1 is a top view of an embodiment of the present invention;
fig. 2 is a front view of an embodiment of the present invention;
fig. 3 is a side view of an embodiment of the present invention.
Reference numerals: 100. pier studs; 1. a first upright post group; 2. a second set of uprights; 3. erecting a rod; 4. a transverse bar; 5. a longitudinal rod; 6. bracing; 7. throwing and supporting; 8. a transverse sweeping bar; 9. a longitudinal sweeping bar.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below by referring to the drawings are exemplary only for explaining the present invention, and should not be construed as limiting the present invention.
It will be understood by those within the art that, unless expressly stated otherwise, the terms "comprises" and/or "comprising," when used in this specification, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof. It will be understood that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. As used herein, the term "and/or" includes all or any element and all combinations of one or more of the associated listed items.
As shown in fig. 1 to 3, the present invention relates to a construction bracket of a pier 100 structure, which is used for erecting on a bearing platform and surrounding a construction area of the pier 100, so as to facilitate a constructor to construct the pier 100.
The construction support of the pier stud 100 structure comprises a first vertical rod group 1, a second vertical rod group 2, transverse rods 4 and longitudinal rods 5, wherein the first vertical rod group 1 and the second vertical rod group 2 are respectively composed of a plurality of vertical rods 3 which form a rectangular space, the second vertical rod group 2 is enclosed outside the first vertical rod group 1, the plurality of vertical rods 3 of the first vertical rod group 1 are in one-to-one correspondence with the plurality of vertical rods 3 of the second vertical rod group 2, a plurality of longitudinal rods 5 are connected between two corresponding vertical rods 3 in the first vertical rod group 1 and the second vertical rod group 2 along the height direction, the plurality of longitudinal rods 5 on two adjacent vertical rods 3 in one vertical rod group are in one-to-one correspondence, the plurality of vertical rods 3 on four sides of the first vertical rod group 1 and the second vertical rod group 2 are connected with the plurality of transverse rods 4 along the height direction, and the plurality of transverse rods 4 on two adjacent sides in one group are in one-to-one correspondence, first founding the pole group 1 with be equipped with construction platform between the 2 upper portions of second founding the pole group, construction platform's highly adapted to pier stud 100 construction demands is adjusted.
In the utility model, the construction support of the pier stud 100 structure meets the construction requirements of the pier stud 100 by erecting the first upright rod group 1 and the second upright rod group 2, and the transverse rod 4 and the longitudinal rod 5 which are connected to the first upright rod group 1 and the second upright rod group 2, and the construction support simplifies the structure of the construction support on the premise of meeting the construction requirements, so that the difficulty of erecting the construction support of the pier stud 100 structure is reduced, and the construction efficiency is improved; simultaneously, locate the construction platform on first upright set of poles 1 and the second upright set of poles 2 highly adapt to pier stud 100 construction demand and adjust, make the construction support of this pier stud 100 structure can satisfy in pier stud 100 construction demand of height variation on different regions, improve the convenience of construction.
The construction platform comprises a steel fence sheet (not shown in the figure, the same below) erected between the upper parts of the first vertical rod group 1 and the second vertical rod group 2, and the steel fence sheet is fixed between the vertical rods 3 of the first vertical rod group 1 and the second vertical rod group 2 so as to be used by construction workers to walk on the construction platform, and further, the construction workers can conveniently construct the pier stud 100.
Preferably, the two sides of the steel fence sheet along the length direction are respectively fixed on the upright poles 3 of the first upright pole group 1 and the second upright pole group 2 through fasteners, and the height of the steel fence sheet fixed on the upright poles 3 can be adjusted to adapt to the construction requirement to adjust the height of the steel fence sheet, so that the construction is convenient.
The construction platform further comprises a guard rail (not shown in the figure, the same below), the guard rail is connected to the upper parts of the plurality of upright rods 3 of the second upright rod group 2 and is positioned above the steel basketry sheet so as to prevent constructors from falling off due to accidents and improve the construction safety quality.
Preferably, the construction platform further comprises a skirting board (not shown in the figure, the same below), the skirting board is arranged on the upper portion of the construction platform and connected to the upper portions of the plurality of vertical rods 3 of the second vertical rod group 2, so as to further guarantee the safety of constructors.
The construction support of the pier stud 100 structure further comprises a dense mesh safety net (not shown in the figure, the same below), and the dense mesh safety net is hung on one side, away from the first vertical rod group 1, of the second vertical rod group 2, so that in the construction process, sundries are prevented from falling to a far place from the construction support, and safety risks are avoided.
The construction support of the pier stud 100 structure further comprises inclined struts 6 connected to the first vertical rod group 1 and the second vertical rod group 2, and two mutually crossed inclined struts 6 are connected between the vertical rods 3 on four sides of the first vertical rod group 1 and the second vertical rod group 2, so that the stability of the construction support of the pier stud 100 structure is improved.
The construction support of pier stud 100 structure is still including locating second upright post group 2 is kept away from the throwing of first upright post group 1 one side props 7, throw and prop 7 lower extreme and be fixed in on the cushion cap, its upper end slope support in on the second upright post group 2.
Preferably, the included angle between the throwing support 7 and the bearing platform is 45-60 degrees.
Further, throw and prop 7 and be equipped with a plurality ofly, and many throw prop 7 with many pole settings 3 one-to-one of second pole setting 2 is in order to improve the steadiness of the construction support of pier stud 100 structure.
The construction support of pier stud 100 structure still includes transversely sweeps pole 8 and vertically sweeps pole 9, first pole group 1 with many of second pole group 2 3 lower parts of pole setting all are connected with transversely sweep pole 8, first pole group 1 with be connected with between the 3 lower parts of double-phase pole setting that correspond in the second pole group 2 vertically sweep pole 9, in order to further improve the steadiness of the construction support of pier stud 100 structure.
The bottoms of the upright rods 3 of the first upright rod group 1 and the second upright rod group 2 are respectively provided with a base plate (not shown in the figure, the lower part is the same as the base plate), so that the upright rods 3 can be stably supported on a bearing platform, and the stability of the construction platform of the pier stud 100 structure is ensured.
In this embodiment, the distance between two adjacent vertical rods 3 at the corners in the first vertical rod group 1 is 100cm, the distance between two adjacent vertical rods 3 in the other regions is 150cm, and the second vertical rod group 2 and the first vertical rod group 1 are arranged in the same manner.
To sum up, the utility model discloses a construction support of pier stud 100 structure has simplified the structure of construction support under the prerequisite that satisfies pier stud 100 construction requirements to guarantee the stability of its structure, and then improved the efficiency of construction.
The foregoing is only a partial embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (10)
1. The utility model provides a construction support of pier stud structure for erect on the cushion cap and surround the construction region of pier stud, characterized by: comprises a first upright pole group, a second upright pole group, a transverse pole and a longitudinal pole, wherein the first upright pole group and the second upright pole group are respectively composed of a plurality of upright poles which form a rectangular space, the second upright rod group surrounds the outside of the first upright rod group, a plurality of upright rods of the first upright rod group correspond to a plurality of upright rods of the second upright rod group one by one, a plurality of longitudinal rods are connected between two corresponding vertical rods in the first vertical rod group and the second vertical rod group along the height direction, and a plurality of longitudinal rods on two adjacent vertical rods in one vertical rod group are in one-to-one correspondence, a plurality of transverse rods are connected with a plurality of vertical rods on four sides of the first vertical rod group and the second vertical rod group along the height direction, and many transverse bars one-to-one of adjacent both sides in a pole setting group, first pole setting group with be equipped with construction platform between the second pole setting group upper portion, construction platform's highly adapted to pier stud construction demand is adjusted.
2. The construction bracket of pier stud structure according to claim 1, wherein: the construction platform comprises a steel fence sheet erected between the upper parts of the first vertical rod group and the second vertical rod group.
3. The construction bracket of pier stud structure according to claim 2, wherein: the construction platform further comprises a guard rail, wherein the guard rail is connected to the upper parts of the plurality of vertical rods of the second vertical rod group and is positioned above the steel basketry sheet.
4. The construction bracket of pier stud structure according to claim 2, wherein: the construction platform comprises a skirting board, and the skirting board is arranged on the upper portion of the construction platform and connected to the upper portions of the multiple vertical rods of the second vertical rod group.
5. The construction bracket of pier stud structure according to claim 1, wherein: the safety net is hung on one side, far away from the first vertical rod group, of the second vertical rod group.
6. The construction bracket of pier stud structure according to claim 1, wherein: the device is characterized by further comprising a throwing support arranged on one side, far away from the first vertical rod group, of the second vertical rod group, wherein the lower end of the throwing support is fixed on the bearing platform, and the upper end of the throwing support is obliquely supported on the second vertical rod group.
7. The construction bracket of pier stud structure according to claim 6, wherein: the included angle between the throwing support and the bearing platform is 45-60 degrees.
8. The construction bracket of pier stud structure according to claim 6, wherein: the throwing support is provided with a plurality of throwing supports, and the plurality of throwing supports correspond to the plurality of upright rods of the second upright rod group one by one.
9. The construction bracket of pier stud structure according to claim 1, wherein: still including transversely sweeping the ground pole and vertically sweeping the ground pole, first pole group with many of second pole group the pole setting lower part all is connected with transversely sweep the ground pole, first pole group with be connected with between the double-phase corresponding pole setting lower part in the second pole group vertically sweep the ground pole.
10. The construction bracket of pier stud structure according to claim 1, wherein: and base plates are arranged at the bottoms of the vertical rods of the first vertical rod group and the second vertical rod group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021463562.7U CN212801247U (en) | 2020-07-22 | 2020-07-22 | Construction support of pier column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021463562.7U CN212801247U (en) | 2020-07-22 | 2020-07-22 | Construction support of pier column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212801247U true CN212801247U (en) | 2021-03-26 |
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ID=75103931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021463562.7U Active CN212801247U (en) | 2020-07-22 | 2020-07-22 | Construction support of pier column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212801247U (en) |
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2020
- 2020-07-22 CN CN202021463562.7U patent/CN212801247U/en active Active
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