CN219793666U - Adjustable anchor ear support of bridge construction single-column pier bent cap - Google Patents
Adjustable anchor ear support of bridge construction single-column pier bent cap Download PDFInfo
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- CN219793666U CN219793666U CN202321117497.6U CN202321117497U CN219793666U CN 219793666 U CN219793666 U CN 219793666U CN 202321117497 U CN202321117497 U CN 202321117497U CN 219793666 U CN219793666 U CN 219793666U
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- anchor ear
- bridge construction
- supporting rods
- pier
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- 238000010276 construction Methods 0.000 title claims abstract description 47
- 238000011065 in-situ storage Methods 0.000 claims abstract description 5
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 230000007306 turnover Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 2
- 102100023170 Nuclear receptor subfamily 1 group D member 1 Human genes 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012857 repacking Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Abstract
The utility model relates to an adjustable anchor ear bracket of a cap beam of a single-column pier for bridge construction. Adjustable staple bolt support of bridge construction single-column pier bent cap includes: the anchor ear can be fixed on the pier stud; the two beam bodies are arranged above the anchor ear and are used for jointly supporting the cast-in-situ bent cap construction platform; the four adjustable supporting rods are obliquely arranged, the lower ends of the four adjustable supporting rods are rotatably connected with the anchor ear, and the upper ends of the four adjustable supporting rods are rotatably connected with the corresponding beam bodies; the two adjustable supporting rods support the same beam body together, and the inclination angle of the beam body can be adjusted by adjusting the length of the adjustable supporting rods; the two supporting pieces are fixedly connected with the anchor ear and used for supporting the middle part of the corresponding beam body. The adjustable anchor ear support of bridge construction single-column pier bent cap, the bearing capacity of make full use of pier shaft is as supporting, and the mounting process is not restricted by the place, and the suitability is strong, and the structure atress is clear and definite, safe and reliable, easy dismounting, turnover efficiency is high, has greatly improved the efficiency of construction of bent cap.
Description
Technical Field
The utility model relates to the technical field of bridge construction auxiliary devices, in particular to an adjustable anchor ear bracket of a single-column pier capping beam for bridge construction.
Background
In the construction process of the highway bridge, the construction method of the high pier bent cap is more, and the construction technology of the bent cap support frame is mature. On the premise of ensuring quality and safety, the reliable cover beam supporting mode is very important for construction and management of engineering. For the conditions that the project standard section single-column pier bent cap is more and the project is in a deep and soft foundation zone, the cost of the floor type steel pipe support and the full framing method with higher use frequency of the single-column pier bent cap is higher, the construction period of the floor type support is long, the use of turnover materials such as steel pipes is more, and the construction production of the project is not facilitated.
Disclosure of Invention
The present utility model has been made in view of the above problems, and it is an object of the present utility model to provide an adjustable anchor bracket for a cap beam of a single pier for bridge construction which overcomes or at least partially solves the above problems.
Adjustable staple bolt support of bridge construction single-column pier bent cap includes:
the anchor ear can be fixed on the pier stud;
the two beam bodies are arranged above the anchor ear and are used for jointly supporting the cast-in-situ bent cap construction platform;
the four adjustable supporting rods are obliquely arranged, the lower ends of the four adjustable supporting rods are rotatably connected with the anchor ear, and the upper ends of the four adjustable supporting rods are rotatably connected with the corresponding beam bodies; the two adjustable supporting rods support the same beam body together, and the inclination angle of the beam body can be adjusted by adjusting the length of the adjustable supporting rods;
the two supporting pieces are fixedly connected with the anchor ear and used for supporting the middle part of the corresponding beam body.
In one embodiment, the four adjustable struts are each directed toward the axis of the virtual cylinder surrounded by the anchor ear.
In one embodiment, the anchor ear is provided with four first hinge supports, and the lower end of each adjustable stay bar is connected with the anchor ear through the first hinge supports.
In one embodiment, two second hinge bases are disposed at the bottom of each beam body, and the upper ends of the adjustable supporting rods are connected with the beam bodies through the second hinge bases.
In one embodiment, the adjustable brace includes:
the outer peripheral walls of the two end parts of the stay bar are respectively provided with external threads with opposite rotation directions;
the inner peripheral walls of the two sleeves are respectively provided with an internal thread matched with the threads of the outer peripheral wall of the corresponding end part of the stay bar;
the two connecting seats are respectively and fixedly connected with the corresponding sleeves, and are respectively hinged with the corresponding first hinge seat or the second hinge seat.
In one embodiment, the stay is formed with a through hole perpendicular to and passing through its axis, into which a tool for rotating the stay can be inserted.
In one embodiment, both of the supports are arranged vertically.
In one embodiment, the adjustable anchor ear bracket of the bridge construction single pier capping beam further comprises a spacer disposed in a gap between the support member and the beam body.
In one embodiment, the two beams are arranged in parallel.
In one embodiment, the adjustable anchor ear support of the bridge construction single-column pier capping beam further comprises two pairs of pull rods, the two pairs of pull rods are perpendicular to the beam body, and two ends of each pair of pull rods are fixedly connected with the two beam bodies.
The adjustable hoop bracket for the single-column pier bent cap for bridge construction disclosed by the utility model has the advantages that for bent caps with different gradients, the bracket is not required to be refitted, the length of the adjustable stay bar can be directly adjusted to change the gradient of a construction platform, the adjustable hoop bracket is simple and quick, the adjustment precision is high, the adjustable transverse slope range can be 0-6%, the adjustable range is large, and the requirements of highway construction can be basically met.
The bearing capacity of the pier body is fully utilized as a support, the installation process is not limited by sites, the applicability is strong, the structural stress is definite, the pier is safe and reliable, the disassembly and the assembly are convenient, the turnover efficiency is high, the construction efficiency of the capping beam is greatly improved, and good economic benefits can be obtained.
Drawings
The accompanying drawings, which are included to provide a further understanding of embodiments of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model. It is evident that the figures in the following description are only some embodiments of the utility model, from which other figures can be obtained without inventive effort for a person skilled in the art. In the drawings:
FIG. 1 is a schematic illustration of an application of an embodiment of an adjustable anchor ear bracket of a cap beam for a single pier in bridge construction according to the present utility model;
fig. 2 is a schematic structural view of an adjustable anchor ear bracket of the cap beam of the single pier for bridge construction shown in fig. 1;
fig. 3 is a schematic elevational view of an adjustable anchor ear bracket for the cap beam of the single pier for bridge construction shown in fig. 1.
Reference numerals illustrate: 1. a hoop; 2. a beam body; 3. an adjustable brace; 4. a support; 5. half-piece anchor ear; 6. a pair of tie rods; 7. a first hinge support; 8. a second hinge support; 9. a brace rod; 10. a sleeve; 11. a connecting seat; 12. a through hole; 20. pier column; 21. and a cast-in-situ capping beam construction platform.
Detailed Description
Reference will now be made in detail to embodiments of the present utility model, examples of which are illustrated in the accompanying drawings. The embodiments described below by referring to the drawings are exemplary for the purpose of illustrating the present utility model and are not to be construed as limiting the present utility model, and various changes, modifications, substitutions and alterations may be made therein by one of ordinary skill in the art without departing from the spirit and scope of the present utility model as defined by the appended claims and their equivalents.
The terms "center," "longitudinal," "transverse," "length," "upper," "lower," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "axial," "radial," "circumferential," and the like in the description of the present utility model refer to an orientation or positional relationship as indicated on the drawings, merely for convenience of description and to simplify the description, and do not denote or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. Furthermore, the terms "comprise," "include," and any variations thereof, are intended to cover a non-exclusive inclusion.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted", "connected" and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
An adjustable anchor ear bracket of a cap beam of a single pier for bridge construction according to an embodiment of the present utility model is described below with reference to the accompanying drawings.
Referring to fig. 1 to 3, an adjustable anchor ear bracket of a cap beam of a single pier for bridge construction according to an embodiment of the present utility model includes an anchor ear 1, two beam bodies 2, four adjustable struts 3, and two supports 4. The anchor ear 1 can be fixed in on the pier stud, and it includes two halves staple bolt 5, and two halves staple bolt 5 all are half annular overall, and the both ends of two halves staple bolt 5 all outwards buckle to form the engaging lug, can be fixed in on the pier stud with two halves staple bolt 5 through the bolt.
The two beam bodies 2 are arranged above the anchor ear 1 and are used for jointly supporting the cast-in-situ capping beam construction platform. The beam body 2 may be i-steel, and two beam bodies 2 are horizontally arranged.
The four adjustable supporting rods 3 are obliquely arranged, the lower ends of the adjustable supporting rods are rotatably connected with the anchor ear 1, and the upper ends of the adjustable supporting rods are rotatably connected with the corresponding beam bodies 2. The adjustable support rods 3 support the same beam body 2 together, and the inclination angle of the beam body 2 can be adjusted by adjusting the length of the adjustable support rods 3. The capping beams with different gradients do not need to be refitted, the length of the supporting rod 9 can be directly adjusted to change the gradient of the construction platform, and the capping beam is convenient to use. In order to further improve the stability of the beam body 2, the adjustable hoop support may further include two pairs of tie rods 6, where the two pairs of tie rods 6 are arranged perpendicular to the beam body 2, and two ends of each pair of tie rods 6 are fixedly connected with the two beam bodies 2. The two pairs of pull rods 6 can be finish-rolled thread pairs of pull rods, the beam body 2 is provided with a through hole for the ends of the pairs of pull rods to extend out, and the two ends of the pairs of pull rods 6 are locked by using gaskets and nuts.
Specifically, the anchor ear 1 may be provided with four first hinge supports 7, and the four first hinge supports 7 may be disposed on an outer wall of a lower portion of the anchor ear 1 and located on the same horizontal plane, and the lower ends of the adjustable supporting rods 3 are all connected with the anchor ear 1 through the first hinge supports 7. Two second hinge supports 8 may be disposed at the bottom of each beam body 2, and the upper end of each adjustable brace 3 is connected to the beam body 2 through the second hinge support 8.
In one embodiment, the adjustable brace 3 includes a brace 9, two sleeves 10, and two connection seats 11. The outer peripheral walls of the two ends of the stay bar 9 respectively form external threads with opposite rotation directions, for example, the outer peripheral wall of one end of the stay bar 9 forms left-handed external threads, and the outer peripheral wall of the other end of the stay bar 9 forms right-handed external threads. The two sleeves 10 are respectively sleeved at two ends of the stay bar 9, and the inner peripheral walls of the two sleeves 10 are respectively provided with internal threads matched with the threads of the outer peripheral walls of the corresponding ends of the stay bar 9. The two connecting seats 11 are respectively fixedly connected with the corresponding sleeves 10, and meanwhile, the two connecting seats 11 are respectively hinged with the corresponding first hinging seats 7 or second hinging seats 8. Therefore, rotating the stay bar 9 can adjust the length of the adjustable stay bar 3, thereby adjusting the inclination angle of the beam body 2, and the adjustment accuracy is high, for example, when the stay bar 9 rotates clockwise, the two sleeves 10 are gradually separated from each other, the length of the adjustable stay bar 3 is increased, and when the stay bar 9 rotates anticlockwise, the two sleeves 10 are gradually separated from each other, and the length of the adjustable stay bar 3 is reduced.
Preferably, the stay 9 is formed with a through hole 12 perpendicular to and passing through its axis, and a tool for rotating the stay 9 can be inserted into the through hole 12, and a circumferential force is applied to the tool, so that the stay 9 can be caused to rotate. For example, a through hole 12 having a diameter of about 2cm is provided in the middle of the stay 9, and the stay 9 is rotated by inserting a reinforcing bar into the through hole 12.
Preferably, the four adjustable struts 3 are all directed to the axis of the virtual cylinder surrounded by the anchor ear 1, that is, the four adjustable struts 3 are all directed to the pier column axis, so that the axial pressure of the adjustable struts 3 can increase the anti-slip capability of the anchor ear 1.
The two supporting pieces 4 are fixedly connected with the anchor ear 1 and used for supporting the middle part of the corresponding beam body 2. The stability of the beam body 2 can be improved by providing the support 4 due to the longer beam body 2. Preferably, the supporting members 4 are fixed to the outer wall of the anchor ear 1, such as welded, and both the supporting members 4 are vertically arranged. The adjustable anchor ear support may further comprise a spacer arranged in the gap between the support 4 and the beam body 2.
The adjustable anchor ear support of this embodiment bridge construction single-column pier bent cap need not to repacking the support to the bent cap of different slopes, but the slope of construction platform is changed to the length of adjustable vaulting pole of direct adjustment, and is simple quick and the regulation precision is high, and adjustable horizontal slope scope can be 0% to 6%, and adjustable scope is big, can satisfy highway construction's requirement basically.
The bearing capacity of the pier body is fully utilized as a support, the installation process is not limited by sites, the applicability is strong, the structural stress is definite, the pier is safe and reliable, the disassembly and the assembly are convenient, the turnover efficiency is high, the construction efficiency of the capping beam is greatly improved, and good economic benefits can be obtained.
Claims (10)
1. The utility model provides an adjustable staple bolt support of bridge construction single-column mound bent cap which characterized in that includes:
the anchor ear can be fixed on the pier stud;
the two beam bodies are arranged above the anchor ear and are used for jointly supporting the cast-in-situ bent cap construction platform;
the four adjustable supporting rods are obliquely arranged, the lower ends of the four adjustable supporting rods are rotatably connected with the anchor ear, and the upper ends of the four adjustable supporting rods are rotatably connected with the corresponding beam bodies; the two adjustable supporting rods support the same beam body together, and the inclination angle of the beam body can be adjusted by adjusting the length of the adjustable supporting rods;
the two supporting pieces are fixedly connected with the anchor ear and used for supporting the middle part of the corresponding beam body.
2. The adjustable anchor ear bracket of a bridge construction single pier capping beam of claim 1, wherein: the four adjustable supporting rods are all directed to the axis of the virtual cylinder surrounded by the anchor ear.
3. The adjustable anchor ear bracket of a bridge construction single pier capping beam of claim 1, wherein: the anchor ear is provided with four first hinge supports, and each adjustable stay bar lower extreme is all connected with the anchor ear through first hinge support.
4. The adjustable anchor ear bracket of the bridge construction single-column pier capping beam of claim 3, wherein: two second hinge supports are arranged at the bottom of each beam body, and the upper ends of the adjustable supporting rods are connected with the beam bodies through the second hinge supports.
5. The adjustable anchor ear bracket for a cap beam of a single pier for bridge construction of claim 4, wherein the adjustable brace comprises:
the outer peripheral walls of the two end parts of the stay bar are respectively provided with external threads with opposite rotation directions;
the inner peripheral walls of the two sleeves are respectively provided with an internal thread matched with the threads of the outer peripheral wall of the corresponding end part of the stay bar;
the two connecting seats are respectively and fixedly connected with the corresponding sleeves, and are respectively hinged with the corresponding first hinge seat or the second hinge seat.
6. The adjustable anchor ear bracket of the bridge construction single-column pier capping beam of claim 5, wherein: the stay is formed with a through hole perpendicular to and passing through an axis thereof, and a tool for rotating the stay can be inserted into the through hole.
7. The adjustable anchor ear bracket of a bridge construction single pier capping beam of claim 1, wherein: both the supporting pieces are vertically arranged.
8. The adjustable anchor ear bracket of the bridge construction single-column pier capping beam of claim 7, wherein: the support member is provided with a plurality of support members and a plurality of support members.
9. The adjustable hoop bracket of a bridge construction single pier capping beam according to any one of claims 1 to 8, wherein: the two beam bodies are arranged in parallel.
10. The adjustable anchor ear bracket of the bridge construction single-column pier capping beam of claim 9, wherein: the two pairs of pull rods are perpendicular to the beam bodies, and two ends of each pair of pull rods are fixedly connected with the two beam bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321117497.6U CN219793666U (en) | 2023-05-09 | 2023-05-09 | Adjustable anchor ear support of bridge construction single-column pier bent cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321117497.6U CN219793666U (en) | 2023-05-09 | 2023-05-09 | Adjustable anchor ear support of bridge construction single-column pier bent cap |
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| Publication Number | Publication Date |
|---|---|
| CN219793666U true CN219793666U (en) | 2023-10-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321117497.6U Active CN219793666U (en) | 2023-05-09 | 2023-05-09 | Adjustable anchor ear support of bridge construction single-column pier bent cap |
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| Country | Link |
|---|---|
| CN (1) | CN219793666U (en) |
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2023
- 2023-05-09 CN CN202321117497.6U patent/CN219793666U/en active Active
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