CN212983626U - Bed-jig structure of whole ligature of vase mound reinforcing bar - Google Patents
Bed-jig structure of whole ligature of vase mound reinforcing bar Download PDFInfo
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- CN212983626U CN212983626U CN202021511727.3U CN202021511727U CN212983626U CN 212983626 U CN212983626 U CN 212983626U CN 202021511727 U CN202021511727 U CN 202021511727U CN 212983626 U CN212983626 U CN 212983626U
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Abstract
The application discloses bed-jig structure of whole ligature of vase mound reinforcing bar. The whole bed-jig structure of ligature of vase mound reinforcing bar includes a plurality of landing legs and gluten, wherein: the plurality of supporting legs are arranged at intervals in the transverse direction and the longitudinal direction to form an array type supporting part of the supporting legs; the gluten is connected at the top of array landing leg supporting part, forms steel reinforcement cage ligature working face. The technical problem of curve section reinforcement opening radian construction difficulty among the correlation technique has been solved in this application, uses the reinforcement construction of the four sides opening area radian of being convenient for of bed-jig structure, provides a construction scheme of making things convenient for the processing of vase mound opening section reinforcement.
Description
Technical Field
The application relates to the technical field of bridge engineering, particularly, relate to a bed-jig structure of whole ligature of vase mound reinforcing bar.
Background
At present, the vase pier stud is widely applied to the aspects of railways, municipal viaducts and the like, and is vivid and attractive. However, the construction of binding the opening radian with the reinforcing steel bars at the curved sections of the vase piers with openings on four sides still has problems. Too big or the undersize of opening radian often appears in the construction, also appears the ligature in-process workman easily and does not refer to, and wrench movement appears in ligature vase mound steel reinforcement cage skeleton, leads to vase mound protective layer too big or the curve section template to close not, causes the influence to vase pier construction progress, quality. In addition, in the engineering construction, the opening sections are bound on the vase pier columns, so that not only is a scaffold operation platform erected, but also the time, manpower and material resource investment is additionally increased, and the high-altitude operation risk is also existed.
Aiming at the problem that the construction of binding the opening radian by the reinforcing steel bars at the curve section in the related technology is difficult, an effective solution is not provided at present.
SUMMERY OF THE UTILITY MODEL
The main aim at of this application provides a bed-jig structure of whole ligature of vase mound reinforcing bar to the problem of curve section reinforcing bar ligature opening radian construction difficulty among the solution correlation technique.
In order to realize the above-mentioned purpose, this application provides a bed-jig structure of whole ligature of vase mound reinforcing bar.
According to the utility model provides a bed-jig structure of whole ligature of vase mound reinforcing bar, including a plurality of landing legs and gluten, wherein: the plurality of supporting legs are arranged at intervals in the transverse direction and the longitudinal direction to form an array type supporting part of the supporting legs; the gluten is connected at the top of array landing leg supporting part, forms steel reinforcement cage ligature working face.
Furthermore, the height of the plurality of support legs is gradually reduced along the longitudinal direction by equal height arrangement, and an arc shape matched with the pier stud opening is formed.
Furthermore, reinforcing ribs for reinforcing are connected between two transversely adjacent supporting legs and between two longitudinally adjacent supporting legs.
Furthermore, the reinforcing ribs between two transversely adjacent supporting legs and between two longitudinally adjacent supporting legs are two inclined struts, and the two inclined struts are arranged in a crossed mode to connect the top ends and the bottom ends of the two supporting legs.
Furthermore, the reinforcing ribs between two transversely adjacent supporting legs and between two longitudinally adjacent supporting legs further comprise a cross brace, and the cross brace is connected to the bottom ends of the two supporting legs.
Further, the gluten includes vertical gluten and horizontal gluten, wherein: the longitudinal gluten extends and is connected to the top of the array type supporting leg part; the transverse gluten is transversely extended and connected with the longitudinal gluten.
Furthermore, the highest height of the supporting legs is 0.7-0.9 m; the distance between the supporting legs in the transverse direction is 0.9-1.1m, and the distance between the supporting legs in the longitudinal direction is 0.7-0.9 m; the array type supporting leg supporting part has the transverse span of 4-7m and the longitudinal span of 7.5-8.5 m.
Furthermore, the distance between the longitudinal gluten is 0.9-2m, and the distance between the transverse gluten is 9-11 cm.
Further, the plurality of supporting legs and the inclined strut are screw-thread steel with phi 20.
Further, the transverse gluten is phi 12 deformed steel bar, and the longitudinal gluten is phi 20 deformed steel bar.
In the embodiment of the application, the integral binding jig frame structure of the vase pier steel bars is provided, and the support legs and the gluten are arranged at intervals in the transverse direction and the longitudinal direction to form an array support leg supporting part; the gluten is connected at the top of array landing leg supporting part, forms steel reinforcement cage ligature working face to finally formed the bed-jig structure, realized that vase mound steel reinforcement cage's whole ligature goes on the bed-jig structure. The jig frame is used for construction, the vase pier steel reinforcement cage is prefabricated and hoisted, construction operation on a pier column is avoided, and the construction high-altitude operation safety risk is solved. The radian of the jig frame structure is consistent with the opening radian of the vase pier, the stirrup at the opening section of the vase pier is located on the jig frame structure with the radian, then the radian of the stirrup at the side is adjusted, the reinforcement construction with the radian of the opening section at the four sides is facilitated by using the jig frame structure, the technical difficulty of reinforcement binding of the vase pier at the four sides without the following is solved, and a convenient and scientific construction scheme is provided for reinforcement processing of the opening section of the vase pier.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, serve to provide a further understanding of the application and to enable other features, objects, and advantages of the application to be more apparent. The drawings and their description illustrate the embodiments of the invention and do not limit it. In the drawings:
FIG. 1 is a schematic cross-sectional structure view of a framework structure for integrally binding vase pier steel bars according to an embodiment of the application;
FIG. 2 is a longitudinal section structural schematic diagram of a framework structure for integrally binding vase pier steel bars according to an embodiment of the application;
FIG. 3 is a schematic top structural view of a bed-jig structure for integrally binding vase pier steel bars according to an embodiment of the application;
in the figure: 1-supporting legs, 2-array supporting leg parts, 3-transverse gluten, 4-longitudinal gluten, 5-reinforcement cage binding working surface and 6-inclined struts;
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.
Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.
In addition, the term "plurality" shall mean two as well as more than two.
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 application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1-3, the bed-jig structure of the vase pier reinforcing bar overall binding of the embodiment of the application comprises a plurality of supporting legs 1 and gluten, wherein: the plurality of supporting legs 1 are arranged at intervals in the transverse direction and the longitudinal direction to form an array type supporting leg part 2; the gluten is connected at the top of array landing leg supporting part 2, forms steel reinforcement cage ligature working face 5.
Specifically, a plurality of landing legs 1 are arranged by equal height along longitudinal direction and gradually reduce the height, and the top forms the arc matched with the pier stud opening, namely, steel reinforcement cage ligature working face 5 includes plane section and with pier stud opening assorted arc section. Array landing leg supporting part 2 mainly plays the effect of a whole support, and the connection mainly used of gluten forms steel reinforcement cage ligature working face 5, and pier stud opening section steel reinforcement cage ties up at steel reinforcement cage ligature working face 5 promptly to steel reinforcement cage's independent processing has been realized. The material of the support legs 1 and the gluten can be selected by those skilled in the art according to actual needs. The utility model discloses the vertical length direction that is the bed-jig structure of saying, horizontal width direction that is the bed-jig structure.
Furthermore, reinforcing ribs for reinforcement are connected between two transversely adjacent supporting legs 1 and between two longitudinally adjacent supporting legs 1, so that the overall strength and rigidity of the array type supporting part 2 of the supporting leg are further ensured.
Specifically, the strengthening rib between two horizontal adjacent landing legs 1 and between two vertical adjacent landing legs 1 is two bracing 6, and two bracing 6 cross arrangement connect the top and the bottom of two adjacent landing legs 1, and the overall stability of assurance array landing leg supporting part 2 that this kind of connected mode can be fine. Of course, optionally, a cross brace can be added to the reinforcing rib between two transversely adjacent legs 1 and between two longitudinally adjacent legs 1, and the cross brace is connected to the bottom ends of two adjacent legs 1.
The utility model discloses an in the above-mentioned embodiment of the whole bed-jig structure of ligature of vase mound reinforcing bar, the gluten includes vertical gluten 4 and horizontal gluten 3, wherein: the longitudinal gluten 4 extends longitudinally and is connected to the top of the array type supporting leg part 2; the transverse gluten 3 extends transversely and is connected with the longitudinal gluten 4. The transverse gluten 3 and the longitudinal gluten 4 are criss-cross, so that a reinforcement cage binding working surface 5 is formed.
More specifically, the maximum height of the supporting legs is 0.7-0.9 m; the distance between the supporting legs in the transverse direction is 0.9-1.1m, and the distance between the supporting legs in the longitudinal direction is 0.7-0.9 m; the array type supporting leg supporting part has the transverse span of 4-7m and the longitudinal span of 7.5-8.5 m. The distance between the longitudinal gluten is 0.9-2m, and the distance between the transverse gluten is 9-11 cm.
Optionally, the legs 1 and the diagonal braces 6 are of phi 20 deformed steel. The transverse gluten 3 is phi 12 deformed steel bar, and the longitudinal gluten 4 is phi 20 deformed steel bar.
The utility model discloses a vase mound whole ligature bed-jig structure's of reinforcing bar an preferred embodiment, the landing leg and the bracing of bed-jig structure adopt phi 20's screw-thread steel, and the landing leg is high 0.8m, and the horizontal interval an of landing leg is 1m, and vertical interval b is 0.8m, and 4 directions of every landing leg weld the bracing (except limit portion landing leg), and the bracing is long 1.3 m. The transverse gluten is screw-thread steel with the diameter of 12 mm, the distance between the reinforcing bars of the transverse gluten is 10cm, the longitudinal gluten is screw-thread steel with the diameter of 20 mm, and the distance c is 1m (along with the extension of the longitudinal gluten, the distance can be adjusted along with the extension). The height h of the tyre frame is 0.8m, the length l is 8m, the transverse width d of the straight line segment is 4.6m, and the transverse width e of the tail end of the curve segment is 4.6-6 m. All the steel bar contact points are reinforced by welding, and the phi 20 deformed steel is used by 840kg, and the phi 12 deformed steel is used by 380 kg.
In order to understand more clearly the content of the utility model discloses a now to the processing of bed-jig structure and steel reinforcement cage preparation briefly introduce:
the bed-jig structure processing uses the cutting-off of reinforcement machine unloading in the reinforcing bar field, and the usable waste material of part reinforcing bar, the good material of unloading are drawn toward pier stud steel reinforcement cage preparation region, begin the bed-jig welding. The bar builder welds the semi-manufactured goods reinforcing bar according to the drawing, welds bracing 6 on 1 four sides of every landing leg earlier, controls the height well, arranges the horizontal and vertical interval of landing leg 1, begins to weld vertical gluten 4 and horizontal gluten 3, and the bed-jig structure preparation is accomplished.
Manufacturing a pier column opening section steel reinforcement cage, positioning the radian of the upper and lower curve sections by the pier column stirrup located at the curve section of the jig frame structure, manually welding left and right curve section radian positioning ribs, positioning left and right curve section steel reinforcement cage radians, and positioning the pier column stirrup. And (3) penetrating through the pier stud main reinforcement to complete the manufacturing of the steel reinforcement cage at the four-side opening section of the vase pier, hoisting the steel reinforcement cage from the jig frame to the storage area by using a crane, and starting the processing of the steel reinforcement cage of the next vase pier.
The tradition is at the pier stud top and is connect the root scene to lengthen and consume time long, connect the quality poor and dangerous great, the utility model discloses a whole ligature bed-jig structure of vase mound reinforcing bar utilizes limited place to carry out whole ligature and takes shape, reaches parallel construction, alright directly carry out steel reinforcement cage integral hoisting connection work after pier shaft concrete strength meets the requirements, the engineering progress is accelerated to the engineering time of the ligature reinforcing bar of traditional pier top that has significantly reduced. The jig frame structure is convenient for personnel to operate, the spacing, the line shape and the welding quality of the steel bars are effectively guaranteed, the integral binding efficiency of the vase pier steel bar cage is improved, the safety risk of high-altitude binding operation is greatly reduced, important guiding significance is provided for the timely completion of engineering quality and progress, and great social benefit and economic benefit are achieved.
To sum up, the utility model discloses a whole ligature bed-jig structure of vase mound reinforcing bar in vase mound pier stud work progress, can the accurate control opening radian, the preparation is fast, construction safe and reliable, but reuse, and vase mound reinforcing bar ligature construction task has been accomplished to high-quality efficient, has improved construction maneuverability furthest, has reduced construction safety risk.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (10)
1. The utility model provides a bed-jig structure of whole ligature of vase mound reinforcing bar which characterized in that includes: a plurality of landing legs and gluten, wherein:
the plurality of supporting legs are arranged at intervals in the transverse direction and the longitudinal direction to form an array type supporting part of the supporting legs;
the gluten is connected the top of array landing leg supporting part forms steel reinforcement cage ligature working face.
2. The framework structure for integrally binding vase pier steel bars according to claim 1, wherein the height of the plurality of support legs is gradually reduced from equal height arrangement along the longitudinal direction to form an arc shape matched with the pier column opening.
3. The framework structure for integrally binding vase pier steel bars according to claim 1, wherein reinforcing ribs for reinforcement are connected between two transversely adjacent support legs and between two longitudinally adjacent support legs.
4. The vase pier reinforcement integral binding jig frame structure as claimed in claim 3, wherein the reinforcing ribs between two transversely adjacent support legs and between two longitudinally adjacent support legs are two inclined struts, and the two inclined struts are arranged in a cross manner to connect the top ends and the bottom ends of the two support legs.
5. The vase pier reinforcement integral banding jig frame structure as claimed in claim 4, wherein the reinforcing rib between two of the legs which are adjacent in the transverse direction and between two of the legs which are adjacent in the longitudinal direction further comprises a cross brace, and the cross brace is connected to the bottom ends of the two legs.
6. The framework structure of the integral binding of vase pier steel bars according to claim 1, wherein the gluten comprises longitudinal gluten and transverse gluten, wherein:
the longitudinal gluten extends and is connected to the top of the array type supporting leg part;
the transverse gluten is transversely extended and connected to the longitudinal gluten.
7. The framework structure for integrally binding vase pier steel bars according to claim 1, characterized in that:
the highest height of the supporting legs is 0.7-0.9 m;
the distance between the supporting legs in the transverse direction is 0.9-1.1m, and the distance between the supporting legs in the longitudinal direction is 0.7-0.9 m;
the array type supporting leg supporting part has the transverse span of 4-7m and the longitudinal span of 7.5-8.5 m.
8. The framework structure for integrally binding vase pier steel bars according to claim 6, wherein the distance between the longitudinal gluten is 0.9-2m, and the distance between the transverse gluten is 9-11 cm.
9. The framework structure for integrally binding vase pier steel bars according to claim 4, wherein the plurality of supporting legs and the inclined struts are phi 20 deformed steel bars.
10. The framework structure for integrally binding vase pier steel bars according to claim 6, wherein the transverse gluten is phi 12 deformed steel bar, and the longitudinal gluten is phi 20 deformed steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021511727.3U CN212983626U (en) | 2020-07-27 | 2020-07-27 | Bed-jig structure of whole ligature of vase mound reinforcing bar |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021511727.3U CN212983626U (en) | 2020-07-27 | 2020-07-27 | Bed-jig structure of whole ligature of vase mound reinforcing bar |
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| CN212983626U true CN212983626U (en) | 2021-04-16 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
| CN113737659A (en) * | 2021-09-24 | 2021-12-03 | 中建科工集团有限公司 | Manufacturing method of vase pier R-angle template |
-
2020
- 2020-07-27 CN CN202021511727.3U patent/CN212983626U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
| CN113737659A (en) * | 2021-09-24 | 2021-12-03 | 中建科工集团有限公司 | Manufacturing method of vase pier R-angle template |
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