CN220224976U - Construction template for integrating oblique bent cap and pier stud - Google Patents

Abstract

The utility model belongs to the technical field of construction of building bridges, in particular to a construction template for integrating an oblique bent cap and pier columns, which comprises a bearing platform, wherein the top of the bearing platform is fixedly connected with a pier column template, the top of the pier column template is fixedly connected with a bent cap template, both sides of the top of the bent cap template are fixedly connected with limiting plates, a first reinforcement cage is arranged in the pier column template, both sides of the interior of the bent cap template are provided with second reinforcement cages, the top of the first reinforcement cage is provided with fixing mechanisms, and the number of the fixing mechanisms is multiple; the position of second steel reinforcement cage can not change easily through the setting of fixed establishment party, has guaranteed the reinforcement effect of steel reinforcement cage to pier stud and bent cap, through the setting of first steel reinforcement cage and second steel reinforcement cage, can strengthen the use to pier stud and bent cap's inside concrete respectively, has improved pier stud and bent cap's bearing capacity to the life of pier stud has been prolonged.

Description

Construction template for integrating oblique bent cap and pier stud

Technical Field

The utility model relates to the technical field of building bridge construction, in particular to a construction template for integrating an oblique bent cap and a pier stud.

Background

The bent cap refers to a cross beam arranged at the top of the bent pile pier for supporting, distributing and transferring the load of the upper structure. Also known as a hat beam. The capping beam is a bridge with two piers, and reinforced concrete or beams with little reinforced concrete are arranged on the piers (tables) or the row piles. The main function is to support the bridge superstructure and to transfer the full load to the substructure, the pier, i.e. the lower load bearing in civil engineering for carrying the superstructure. The cross section of the pier stud is mostly circular, and the pier stud also has elliptic, square, curve-shaped, parabolic and other anisotropic pier studs. The bridge construction template is a tool for bridge construction, two semicircular templates are buckled together, then concrete is poured into the templates, and finally the concrete is disassembled after solidification.

One chinese patent of chinese patent application CN113622308A discloses a bottle pier shaft and bent cap integration construction template structure, including bent cap outer formword, pier shaft template, bent cap die bed board, die block truss, to drawing the system, the pier shaft template includes pier shaft outer formword and pier shaft inner formword, to drawing the system including to drawing system I, to drawing system II, to drawing system III, the bent cap outer formword is equipped with vertical back rib and bent cap horizontal back rib, vertical back rib passes through to drawing system I fastening, and bent cap horizontal back rib passes through to drawing system II fastening, and the pier shaft template is equipped with pier shaft horizontal back rib, and pier shaft horizontal back rib passes through to drawing system III fastening, and die block truss bottom is equipped with a plurality of engaging lug boards I, is equipped with engaging lug board II on the pier shaft inner formword, is connected with the slant pull rod between engaging lug board I and the engaging lug board II, is connected with the horizontal pull rod between the engaging lug board II. The capping beam template and the pier body template are of an integrated structure, so that the structural integrity and stability of the pier body are improved, the material investment and construction procedures are reduced, and the construction efficiency is improved.

With respect to the above and related art, the inventors believe that there are often the following drawbacks: the existing construction template for integrating the oblique bent cap beam and the pier stud is not provided with a reinforcing structure, so that when the inside of the template is poured, the strength of the concrete in the template is not high, scattered steel bars are used for reinforcing at present, and when the pouring is carried out, the steel bars slide along with the pouring of the concrete, so that the positions of the steel bars are changed, and the uniform reinforcing effect of the steel bars on the concrete is not ensured; therefore, a construction template for integrating the oblique capping beam and the pier stud is provided for solving the problems.

Disclosure of Invention

In order to make up the defects of the prior art, the problem that a reinforcing structure does not exist in the prior art, so that the strength of concrete in the template is not high when the template is poured, scattered steel bars are used for reinforcing at present, and the steel bars slide along with the pouring of the concrete when the template is poured, so that the positions of the steel bars change, and the uniform reinforcing effect of the steel bars on the concrete is not guaranteed is solved.

The technical scheme adopted for solving the technical problems is as follows: the utility model discloses a construction template for integrating an oblique bent cap and a pier column, which comprises a bearing platform, wherein the top of the bearing platform is fixedly connected with the pier column template, the top of the pier column template is fixedly connected with the bent cap template, the two sides of the top of the bent cap template are fixedly connected with limiting plates, a first reinforcement cage is arranged in the pier column template, second reinforcement cages are arranged on the two sides of the interior of the bent cap template, a fixing mechanism is arranged at the top of the first reinforcement cage, the number of the fixing mechanisms is multiple, reinforcing ribs are fixedly connected in the interior of the pier column template, the number of the reinforcing ribs is multiple, the second reinforcement cages comprise transverse ribs, the number of the transverse ribs is multiple, the transverse ribs are fixedly connected with connecting ribs in common, vertical ribs are fixedly connected with each other, when the pier column and the bent cap are subjected to construction, the bearing platform is firstly placed at a position where construction is required, then the pier column template and the bent cap template are placed at the top of the first reinforcement cage, and then the second reinforcement cage is placed at the top of the reinforcement cage, the second reinforcement cage is arranged in the second reinforcement cage, the second reinforcement cage is inclined or the second reinforcement cage is further inclined, and the service life of the pier column template can be prolonged, and the service life of the pier column can be prolonged.

Preferably, the first reinforcement cage comprises a plurality of outer ribs, and first fixing ribs are fixedly connected between the outer ribs in the vertical direction.

Preferably, the inside of outer muscle is provided with interior muscle, the quantity of interior muscle sets up to a plurality ofly, vertical orientation joint has the second fixed muscle between the interior muscle, through setting up of horizontal muscle, perpendicular muscle and connecting rod, can make the second steel reinforcement cage bear the weight of the atress in a plurality of directions when using, thereby make the use intensity of first steel reinforcement cage improve, through the setting of outer muscle, interior muscle, first fixed muscle and second fixed muscle, can make first steel reinforcement cage be in the state of two-layer steel reinforcement cage, thereby make the intensity of this steel reinforcement cage higher, and can make the post bearing capacity as the basis stronger, through the setting of first steel reinforcement cage and second steel reinforcement cage, can strengthen the use to the pier column respectively with the inside concrete of bent cap, the bearing capacity of pier column and bent cap has been improved, thereby the life of pier column has been prolonged.

Preferably, the fixing mechanism comprises a fixing cylinder, two sides of the fixing cylinder are respectively and fixedly connected to the surfaces of the outer rib and the inner rib, and a through hole is formed in the top of the fixing cylinder.

Preferably, the inside of fixed section of thick bamboo is provided with the limiting plate, the top fixedly connected with movable rod of limiting plate, the top of movable rod passes the through-hole and extends to the top of fixed section of thick bamboo, one side top fixedly connected with fixed plate of movable rod, one side fixedly connected with pivot of fixed plate, one side rotation of pivot is connected with the rotation board, the top and the low-end threaded connection of pivot have fastening nut.

Preferably, the hanging hole has been seted up on the surface of fixed plate, the supporting slot has been seted up to the bottom of rotating the board, before pouring pier stud and bent cap, fix between first steel reinforcement cage and the second steel reinforcement cage through fixed establishment, when fixed, rotate the movable rod and make the fixed plate towards the approximate position of second steel reinforcement cage, then rethread pivot rotation board, make the rotating plate rotate to the concrete position of second steel reinforcement cage, and press the movable rod downwards, make the supporting slot just block at the surface of second steel reinforcement cage, afterwards be fixed with the rotating plate through fastening nut, thereby can make the connection between first steel reinforcement cage and the second steel reinforcement cage, prevent to make the second steel reinforcement cage produce the displacement because pouring, thereby can make the position of second steel reinforcement cage change easily, the reinforcement effect of steel reinforcement cage to pier stud and bent cap has been guaranteed.

The utility model has the advantages that:

1. according to the utility model, through the arrangement of the fixing mechanism, the movable rod is rotated to enable the fixed plate to face the approximate position of the second reinforcement cage, then the movable plate is rotated to the specific position of the second reinforcement cage through the pivot, the movable rod is pressed downwards, the supporting groove is just clamped on the surface of the second reinforcement cage, and then the movable plate is fixed through the fastening nut, so that the connection between the first reinforcement cage and the second reinforcement cage can be realized, the second reinforcement cage is prevented from being displaced due to pouring, the position of the second reinforcement cage can not be changed easily, and the reinforcing effect of the reinforcement cage on the pier column and the bent cap is ensured.

2. According to the utility model, through the arrangement of the first reinforcement cage and the second reinforcement cage, the second reinforcement cage can bear load in multiple directions during use through the arrangement of the transverse reinforcement, the vertical reinforcement and the connecting reinforcement, so that the use strength of the first reinforcement cage is improved, and through the arrangement of the outer reinforcement, the inner reinforcement, the first fixing reinforcement and the second fixing reinforcement, the first reinforcement cage is in a state of two layers of reinforcement cages, so that the strength of the reinforcement cage is higher, the pier column bearing capacity serving as a foundation is stronger, and through the arrangement of the first reinforcement cage and the second reinforcement cage, the pier column and the inner concrete of the capping beam can be reinforced respectively, so that the bearing capacity of the pier column and the capping beam is improved, and the service life of the pier column is prolonged.

Drawings

In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only some embodiments of the utility model, and that other drawings can be obtained from these drawings without inventive faculty for a person skilled in the art.

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic diagram of the overall top side structure of the present utility model;

FIG. 3 is an enlarged view of the utility model at A in FIG. 2;

FIG. 4 is an enlarged view of the utility model at B in FIG. 2;

fig. 5 is a schematic view of the structure of the first reinforcement cage of the present utility model;

FIG. 6 is a schematic structural view of the fixing mechanism of the present utility model.

In the figure: 1. bearing platform; 2. pier column templates; 3. a capping beam template; 4. a limiting plate; 5. a first reinforcement cage; 51. an outer rib; 52. a first fixing rib; 53. an inner rib; 54. a second fixing rib; 6. a second reinforcement cage; 61. transverse ribs; 62. a connecting rib; 63. vertical ribs; 7. a fixing mechanism; 71. a fixed cylinder; 72. a through hole; 73. a limiting plate; 74. a moving rod; 75. a fixing plate; 76. a pivot; 77. a rotating plate; 78. a fastening nut; 79. a hanging hole; 710. a support groove; 8. reinforcing ribs.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-6, a construction formwork for integration of bias bent cap and pier stud, including cushion cap 1, the top fixedly connected with pier stud template 2 of cushion cap 1, the top fixedly connected with bent cap template 3 of pier stud template 2, the top both sides fixedly connected with limiting plate 4 of bent cap template 3, the inside of pier stud template 2 is provided with first steel reinforcement cage 5, the inside both sides of bent cap template 3 are provided with second steel reinforcement cage 6, the top of first steel reinforcement cage 5 is provided with fixed establishment 7, and the quantity of fixed establishment 7 sets up to a plurality of, the inside fixedly connected with strengthening rib 8 of pier stud template 2, and the quantity of strengthening rib 8 sets up to a plurality of, second steel reinforcement cage 6 includes transverse rib 61, the quantity of transverse rib 61 sets up to a plurality of, common fixedly connected with connecting rib 62 between the transverse rib 61 of horizontal direction, common fixedly connected with erects muscle 63 between the transverse rib 61 of vertical direction, when building pier stud and bent cap, firstly put cushion cap 1 in the position that needs construction, then put pier stud template 2 and bent cap template into the inside and the fixed establishment 7 of second steel reinforcement cage 5, the inside is carried out to the second steel reinforcement cage 6 through the fixed establishment of fixed establishment 7, can be through the second steel reinforcement cage 6 and the second steel reinforcement cage 5, the life-span is further improved, and the life span is further can take place to the second steel reinforcement cage 6, and the life is further through setting up to the second steel reinforcement cage 6, the life is used for the reinforcement cage is more than the fixed to the second reinforcement cage 6.

Wherein, first steel reinforcement cage 5 includes outer muscle 51, and the quantity of outer muscle 51 sets up to a plurality of, and the outer muscle 51 of vertical direction is between the common fixedly connected with first fixed muscle 52.

Wherein, the inside of outer muscle 51 is provided with interior muscle 53, the quantity of interior muscle 53 sets up to a plurality ofly, common fixedly connected with second fixed muscle 54 between the interior muscle 53 of vertical direction, through the setting of horizontal muscle 61, erect muscle 63 and connecting rod 62, can make second steel reinforcement cage 6 carry out the atress in a plurality of directions when using, thereby make the service strength of first steel reinforcement cage 5 improve, through the setting of outer muscle 51, interior muscle 53, first fixed muscle 52 and second fixed muscle 54, can make first steel reinforcement cage 5 be in the state of two-layer steel reinforcement cage, thereby make the intensity of this steel reinforcement cage higher, and can make the pier column bearing capacity as basis stronger, through the setting of first steel reinforcement cage 5 and second steel reinforcement cage 6, can carry out the pier column to the inside concrete reinforcing use respectively of pier column and bent cap, the bearing capacity of pier column has been improved, thereby the life of pier column has been prolonged.

The fixing mechanism 7 includes a fixing cylinder 71, two sides of the fixing cylinder 71 are fixedly connected to surfaces of the outer rib 51 and the inner rib 53, and a through hole 72 is formed in the top of the fixing cylinder 71.

Wherein, the inside of fixed section of thick bamboo 71 is provided with limiting plate 73, and limiting plate 73's top fixedly connected with movable rod 74, and the top of movable rod 74 passes through-hole 72 and extends to fixed section of thick bamboo 71's top, and one side top fixedly connected with fixed plate 75 of movable rod 74, one side fixedly connected with pivot 76 of fixed plate 75, one side rotation of pivot 76 is connected with rotation board 77, and the top and the low-end threaded connection of pivot 76 have fastening nut 78.

Wherein, the hanging hole 79 has been seted up on the surface of fixed plate 75, the supporting slot 710 has been seted up to the bottom of rotor plate 77, before pouring pier stud and bent cap, fix first steel reinforcement cage 5 and second steel reinforcement cage 6 through fixed establishment 7, when fixed, rotate movable rod 74 and make fixed plate 75 orientation second steel reinforcement cage 6's approximate position, then rethread pivot 76 rotates plate 77, make rotor plate 77 rotate to second steel reinforcement cage 6's concrete position, and press movable rod 74 downwards, make supporting slot 710 just block at second steel reinforcement cage 6's surface, afterwards fix rotor plate 77 through fastening nut 78, thereby can make the connection between first steel reinforcement cage 5 and the second steel reinforcement cage 6, prevent because pouring makes second steel reinforcement cage 6 produce the displacement, thereby can make the position of second steel reinforcement cage 6 can not change easily, the reinforcing effect of pier stud and bent cap has been guaranteed, utilize rotor plate 77 can conveniently place first steel reinforcement cage 5 into pier stud 2's inside through hoist device.

Working principle: when the pier column and the capping beam are subjected to construction, firstly, the bearing platform 1 is placed at a position where construction is required, then the pier column template 2 and the capping template are placed at the top of the bearing platform 1, then the first reinforcement cage 5 and the second reinforcement cage 6 are fixed through the fixing mechanism 7, the second reinforcement cage 6 is prevented from tilting or sliding during pouring, then concrete is poured into the pier column template 2 and the capping beam template 3 in sequence, and through the arrangement of the first reinforcement cage 5 and the second reinforcement cage 6, the internal strength and the bearing capacity of the pier column and the capping beam are improved, so that the service lives of the pier column and the capping beam are prolonged, and the strength of the pier column can be further enhanced through the arrangement of the reinforcing ribs 8, and the service life of the pier column is prolonged;

through the arrangement of the transverse ribs 61, the vertical ribs 63 and the connecting ribs 62, the second reinforcement cage 6 can bear load in multiple directions when in use, so that the use strength of the first reinforcement cage 5 is improved, and through the arrangement of the outer ribs 51, the inner ribs 53, the first fixing ribs 52 and the second fixing ribs 54, the first reinforcement cage 5 can be in a two-layer reinforcement cage state, so that the strength of the reinforcement cage is higher, the pier column bearing capacity serving as a foundation is stronger, and through the arrangement of the first reinforcement cage 5 and the second reinforcement cage 6, the internal concrete of the pier column and the capping beam can be reinforced respectively, the bearing capacity of the pier column and the capping beam is improved, and the service life of the pier column is prolonged;

before pouring pier stud and bent cap, fix through fixed establishment 7 between with first steel reinforcement cage 5 and second steel reinforcement cage 6, when fixed, rotate movable rod 74 and make fixed plate 75 towards the approximate position of second steel reinforcement cage 6, then rethread pivot 76 rotates rotation board 77, make rotation board 77 rotate to the concrete position of second steel reinforcement cage 6, and push down movable rod 74, make supporting groove 710 just block the surface at second steel reinforcement cage 6, afterwards fix rotation board 77 through fastening nut 78, thereby can make the connection between first steel reinforcement cage 5 and the second steel reinforcement cage 6, prevent to make second steel reinforcement cage 6 produce the displacement because pouring, thereby can make the position of second steel reinforcement cage 6 can not change easily, the reinforcing effect of steel reinforcement cage to pier stud and bent cap has been guaranteed.

In the description of the present specification, the descriptions of the terms "one embodiment," "example," "specific example," and the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.

Claims (6)

1. A construction template for oblique cap beam and pier stud integration, includes cushion cap (1), its characterized in that: the novel pier comprises a pier column template (2) fixedly connected with the top of a bearing platform (1), a capping beam template (3) is fixedly connected with the top of the pier column template (2), limiting plates (4) are fixedly connected to the two sides of the top of the capping beam template (3), a first reinforcement cage (5) is arranged in the pier column template (2), a second reinforcement cage (6) is arranged on the two sides of the interior of the capping beam template (3), fixing mechanisms (7) are arranged at the top of the first reinforcement cage (5), the number of the fixing mechanisms (7) is multiple, reinforcing ribs (8) are fixedly connected to the inside of the pier column template (2), the number of the reinforcing ribs (8) is multiple, the second reinforcement cage (6) comprises transverse ribs (61), connecting ribs (62) are fixedly connected between the transverse ribs (61) in a plurality of the horizontal direction, and vertical ribs (63) are fixedly connected between the transverse ribs (61) in the vertical direction.

2. The construction formwork for integrating oblique bent cap and pier stud according to claim 1, wherein: the first reinforcement cage (5) comprises outer ribs (51), the number of the outer ribs (51) is multiple, and first fixing ribs (52) are fixedly connected between the outer ribs (51) in the vertical direction.

3. The construction formwork for integrating the oblique bent cap and the pier stud according to claim 2, wherein: the inside of outer muscle (51) is provided with interior muscle (53), the quantity of interior muscle (53) sets up to a plurality ofly, vertical orientation interior muscle (53) between the joint fixedly connected with second fixed muscle (54).

4. The construction formwork for integrating oblique bent cap and pier stud according to claim 1, wherein: the fixing mechanism (7) comprises a fixing cylinder (71), two sides of the fixing cylinder (71) are respectively and fixedly connected to the surfaces of the outer rib (51) and the inner rib (53), and a through hole (72) is formed in the top of the fixing cylinder (71).

5. The construction formwork for integrating the oblique bent cap and the pier stud according to claim 4, wherein: the inside of fixed section of thick bamboo (71) is provided with limiting plate (73), the top fixedly connected with movable rod (74) of limiting plate (73), the top of movable rod (74) passes through-hole (72) and extends to the top of fixed section of thick bamboo (71), one side top fixedly connected with fixed plate (75) of movable rod (74), one side fixedly connected with pivot (76) of fixed plate (75), one side rotation of pivot (76) is connected with rotation board (77), the top and the low-end threaded connection of pivot (76) have fastening nut (78).

6. The construction formwork for integrating the oblique bent cap and the pier stud according to claim 5, wherein: hanging holes (79) are formed in the surface of the fixing plate (75), and supporting grooves (710) are formed in the bottom of the rotating plate (77).