CN219261747U - Casting template for synchronous casting of interlayer cantilever plates and structural wall - Google Patents

Abstract

The utility model relates to a pour template for synchronous pouring of board and structure wall encorbelments between layers relates to the field of construction, and it includes wall form, encorbelments template, supporting component and bracing subassembly, wall form is provided with a plurality of, and is located the inboard of wall body, outside respectively, be provided with on the wall form and draw the subassembly to drawing, it is used for tensioning two to draw the subassembly wall form, encorbelments the template and the wall body outside the uppermost of wall form is connected, the supporting component is located encorbelment the below of template, and with wall form connects, the supporting component is used for supporting and fine setting encorbelments the template, the bracing subassembly with it is all connected to draw the subassembly, and be used for right supporting component provides the holding power. This application has the effect that improves board and wall connection intensity encorbelment.

Description

Casting template for synchronous casting of interlayer cantilever plates and structural wall

Technical Field

The application relates to the field of building construction, in particular to a pouring template for synchronously pouring an interlayer cantilever plate and a structural wall.

Background

In the building construction process, interlayer air conditioner cantilever plates are required to be arranged in some common residential buildings, office buildings and the like.

At present, the pouring of the interlayer air conditioner cantilever plate is usually secondary pouring, the reinforcement is planted after the wall body pouring is completed, then a pouring template of the interlayer space cantilever plate is built, the pouring template is supported, and the interlayer air conditioner cantilever plate is poured through the pouring template.

As the cantilever plate belongs to secondary pouring and later-stage bar planting, the connection strength of the cantilever plate and a wall body is reduced, and the quality problem of the root of the cantilever plate is easy to occur.

Disclosure of Invention

In order to improve the joint strength of cantilever plate and wall body, this application provides a pouring template that is used for interlayer cantilever plate and structure wall to pour in step.

The application provides a pour template that is used for interlayer board of encorbelmenting and structure wall to pour in step adopts following technical scheme:

a casting formwork for synchronous casting of an interlayer cantilever plate and a structural wall, comprising:

the wall body templates are provided with a plurality of wall body templates and are respectively positioned at the inner side and the outer side of the wall body, the wall body templates are provided with opposite pulling assemblies, and the opposite pulling assemblies are used for tensioning the two wall body templates;

the cantilever formwork is connected with the uppermost part of the wall formwork outside the wall;

the supporting component is positioned below the overhanging template and connected with the wall template, and is used for supporting and fine-adjusting the overhanging template;

and the diagonal bracing assembly is connected with the opposite-pulling assembly and the supporting assembly and is used for providing supporting force for the supporting assembly.

Through adopting above-mentioned technical scheme, make a plurality of wall templates taut template of pouring of forming the wall body to the pulling assembly, will encorbelment the template and connect on the wall body template in the wall body outside, provide the support to encorbelment the template through supporting component, and fine setting encorbelment the subassembly, make the subassembly of encorbelmenting be convenient for fix with wall body template, provide holding power to supporting component through the bracing subassembly, make the cantilever plate be difficult for buckling the template of encorbelmenting when pouring, thereby make cantilever plate and wall body pour in step, make cantilever plate and wall body easily form a whole, and then improved the joint strength of cantilever plate and wall body, make the root difficult quality problem of rupture fracture appear after pouring of cantilever plate.

Optionally, the split bolt includes first split bolt and second split bolt, first split bolt the second split bolt is all worn to establish on wall form and the wall body, first split bolt the second split bolt is kept away from along the direction of overhanging form arranges, first split bolt the second split bolt is along the parallelism the direction of overhanging form all is provided with a plurality of, the second split bolt both ends all are provided with the steel sheet, the second split bolt be located the inboard one end of wall body with steel sheet fixed connection, and be located the one end in the wall body outside with steel sheet sliding connection, two the steel sheet is all fixed to be provided with a plurality of reinforcing bars in each other, a plurality of reinforcing bars are located respectively the top, the bottom of steel sheet, the reinforcing bar with the second split bolt is equipped with the steel pipe in the clamp, the steel pipe is with a plurality of second split bolt all butt, the second split bolt is located the one end threaded connection in the outside has a mountain-shaped piece to the steel sheet, the second split bolt is located the one side of the same mountain-shaped piece with the steel sheet is located the inside one side of wall body, the mountain-shaped piece is located the same with the steel sheet butt-shaped steel sheet, the one side is located the wall body is located the same with the one side of the steel sheet, the side is located the side of the steel sheet is located to the inside the wall body.

Through adopting above-mentioned technical scheme, a plurality of first split bolts, a plurality of second split bolts make wall form be convenient for strain, and first split bolts, second split bolts make the steel pipe butt on wall form through steel sheet, reinforcing bar, have improved wall form's transverse rigidity for wall form is difficult for transversely taking place bending deformation in pouring the in-process, and first split bolts are close to the wall body outside and are taut fixed through chevron piece simultaneously, have left installation space for supporting component, make supporting component be convenient for install, support the template of encorbelmenting.

Optionally, first split bolt with the second split bolt one-to-one, first split bolt the both ends of second split bolt all wear to be equipped with fixed fossil fragments jointly, fixed fossil fragments with wall body form fixed connection, fixed fossil fragments be close to the one side that the second split bolt was kept away from wall body form with the steel pipe butt, be located the wall body inboard fixed fossil fragments are close to one side that the one end of first split bolt was kept away from wall body form with the steel pipe butt, be located the wall body outside fixed fossil fragments are close to one side that the one end of first split bolt was kept away from wall body form with the chevron butt.

Through adopting above-mentioned technical scheme, fixed fossil fragments that set up on wall form, improved wall form's longitudinal rigidity, and press the steel pipe to support on fixed fossil fragments through first split bolt, second split bolt, fixed fossil fragments and steel pipe provide the support to wall form jointly for wall form is transversely, vertically all difficult for taking place to crookedly, has improved the pouring quality of wall body.

Optionally, the template of encorbelmenting includes the die block board of encorbelmenting and encorbelmenting side form, one side of the die block board of encorbelmenting with the top of wall body form passes through square timber butt, the side form of encorbelmenting is provided with a plurality of the side form of encorbelmenting is located the top surface of die block board of encorbelmenting, and set up respectively the side form of encorbelmenting is kept away from one side of wall body form and is kept away from the both sides of wall body form direction, be located keep away from the both sides of wall body form the side form of encorbelmenting with the side form of encorbelmenting is located the side form of encorbelmenting is kept away from one side form of wall body form with the side form of encorbelmenting, adjacent the side form of encorbelmenting is all sliding connection, the supporting component includes supporting part and fine setting portion, the supporting part is used for supporting the die board of encorbelmenting, fine setting portion is used for adjusting the angle of the die board and the position of the side form of encorbelmenting of template.

Through adopting above-mentioned technical scheme, support the die block board of encorbelmenting through supporting part for the support of die block board of encorbelmenting is stable, adjusts the levelness of board of encorbelmenting through fine setting portion, makes the board of encorbelmenting easily pour the level, thereby pour the board of encorbelmenting between a plurality of side forms of encorbelmenting and die block board of encorbelmenting, makes the board of encorbelmenting not only can pour with the wall body is synchronous, and easily guarantees to pour the quality.

Optionally, a plurality of cantilever side templates upper covers are provided with cover plates, and the cover plates are provided with through ventilation holes.

Through adopting above-mentioned technical scheme, establish the apron through covering on a plurality of side forms that encorbelments for the elevation of board that encorbelments is easily controlled, and through the bleeder vent, makes the concrete more easily enter into the apron, encorbelments between the side form, the die block board encorbelments.

Optionally, the supporting part includes the support frame, supports main joist, supports auxiliary joist and end plate, one side of support frame with a plurality of the equal fixed connection of fixed joist, support main joist the support auxiliary joist all is provided with a plurality of, and all is located the support frame with between the bottom die plate of encorbelmenting, support auxiliary joist with bottom die plate fixed connection encorbelments, support main joist is located support auxiliary joist keeps away from one side of bottom die plate of encorbelmenting, every support main joist with a plurality of support auxiliary joist equal fixed connection, support main joist with support auxiliary joist is the contained angle setting, support main joist with the support frame is connected, the end plate is located the support frame is kept away from one side of wall body die plate, and with support frame fixed connection.

Through adopting above-mentioned technical scheme, the support frame is through a plurality of fixed keels and wall form fixed connection for the support frame is liable to support the bottom form that encorbelments, and the support frame provides the support to the bottom form that encorbelments through the support main joist that is the contained angle setting with support the auxiliary joist simultaneously, has improved the rigidity of bottom form that encorbelments, makes the bottom form that encorbelments be difficult for taking place bending deformation, carries out spacingly to the side form that encorbelments of keeping away from wall form through the end plate, makes the side form that encorbelments be difficult for taking place the slippage condition.

Optionally, the fine setting portion includes U-shaped support, fine setting bolt and fine setting piece, the U-shaped support the fine setting bolt with the fine setting piece all is provided with four, and one-to-one, four the opening side of U-shaped support is fixed connection respectively two wherein support the both ends of main joist, the one end of fine setting bolt with the U-shaped support is kept away from one side rotation connection of supporting the main joist, the fine setting bolt is kept away from the one end of U-shaped support with fine setting piece threaded connection, the fine setting piece with support frame fixed connection.

Through adopting above-mentioned technical scheme, rotate the fine setting bolt, the relative fine setting piece of fine setting bolt rotates, and the fine setting bolt drives the U-shaped in the rotation in-process and holds in the palm the removal, and the U-shaped holds in the palm the support main joist that drives and be connected with oneself and remove to can finely tune the levelness of overhanging base template conveniently through four fine setting bolts, make the board of encorbelmenting easily pour and be the horizontality.

Optionally, an adjusting plate is arranged between the end plate and the overhanging side template far away from the wall template, and the adjusting plate is in butt joint with the end plate and the overhanging side template.

Through adopting above-mentioned technical scheme, place the regulating plate between end plate and overhanging side form board for overhanging side form board is convenient for with the end plate butt after adjusting to different positions, makes gliding overhanging side form board be convenient for stably provide the template supporting role to overhanging plate's pouring under the condition that can adjust, simultaneously through not unidimensional regulating plate, makes overhanging side form board's position can carry out multiple regulation.

Optionally, the bracing subassembly is provided with a plurality of, and with first pair of stay bolt one-to-one, the bracing subassembly includes support arm and fixed plate, the one end of support arm with the support frame is kept away from wall form's one end is articulated, fixed plate fixed connection is in first pair of stay bolt on the steel sheet, the support arm keep away from the one end of support frame with the fixed plate passes through the bolt and can dismantle the connection.

Through adopting above-mentioned technical scheme, the support arm uses the fixed plate to provide holding power to the support frame as the fulcrum, and support arm, support frame, wall body template form triangle-shaped steady rest for the holding power of bottom die board of encorbelmenting is stable, reliable, further makes the bottom die board of encorbelmenting be difficult for taking place the condition of crooked or subsidence when pouring.

Optionally, the support arm includes support piece, lower support piece and intermediate screw, the one end of going up support piece with the support frame is articulated, and the other end fixedly connected with fixation nut, lower support piece's one end with the fixed plate passes through the bolt and can dismantle the connection, intermediate screw's one end with lower support piece is kept away from the one end fixed connection of fixed plate, the other end screw thread wears to establish in the fixation nut.

Through adopting above-mentioned technical scheme, relative fixation nut rotates the middle screw rod, and the middle screw rod drives down the support piece and removes for the distance between lower support piece and the last support piece is convenient for adjust, thereby all can provide holding power to the support frame through lower support piece, middle screw rod, last support piece when the second is worn to establish at different heights, make the use of bracing subassembly more nimble, make the bracing position of support arm easily follow the position of second to the pull bolt and adjust, and then make the bottom plate that encorbelments difficult emergence of phenomenon of overturning.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the cantilever formwork is connected with the wall formwork through the supporting plate and the supporting arm, so that the wall and the cantilever formwork are convenient to pour synchronously, the wall and the cantilever formwork are easy to form a whole, and the connection strength of the cantilever formwork and the wall is improved;

2. the first split bolt and the second split bolt press the steel pipe against the fixed keel, so that the rigidity of the wall form is improved through the steel pipe and the fixed keel, and the wall form is not easy to bend;

3. the height of the main keel is adjusted and supported through rotating the fine adjustment bolt, so that the overhanging base template is convenient to adjust the level, and the pouring quality of the overhanging plate is improved.

Drawings

FIG. 1 is a schematic diagram of an embodiment of the present application;

FIG. 2 is an enlarged view at A in FIG. 1;

FIG. 3 is a schematic view intended to illustrate the construction of a diagonal brace assembly;

fig. 4 is an enlarged view at B in fig. 3.

Reference numerals illustrate:

1. wall templates; 11. a pull-up assembly; 111. a first split bolt; 112. a second split bolt; 1121. a steel plate; 1122. reinforcing steel bars; 1123. a steel pipe; 1124. a chevron; 12. fixing the keel; 2. overhanging the template; 21. overhanging the bottom template; 22. overhanging the side form; 23. a cover plate; 231. ventilation holes; 3. a support assembly; 31. a support part; 311. a support frame; 312. supporting a main keel; 313. supporting the auxiliary keel; 314. an end plate; 32. a fine adjustment unit; 321. a U-shaped support; 322. fine tuning the bolt; 323. fine tuning blocks; 324. an adjusting plate; 4. a diagonal bracing assembly; 41. a support arm; 411. an upper support; 4111. a fixing nut; 412. a lower support; 413. an intermediate screw; 42. and a fixing plate.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-4.

The embodiment of the application discloses a pouring template for synchronously pouring an interlayer cantilever plate and a structural wall. Referring to fig. 1, a pouring formwork for synchronous pouring of an interlayer cantilever plate and a structural wall comprises a wall formwork 1, cantilever formworks 2, supporting assemblies 3 and inclined strut assemblies 4, wherein the wall formwork 1 is provided with two, and is respectively located on the inner side and the outer side of the wall, opposite-pulling assemblies 11 are arranged on the wall formwork 1, the opposite-pulling assemblies 11 are used for tensioning the two wall formworks 1, the cantilever formworks 2 are connected with the wall formworks 1 close to the outer side of the wall, the supporting assemblies 3 are connected with the wall formworks 1 and the cantilever formworks 2, and are used for providing supporting force for the cantilever formworks 2, and the inclined strut assemblies 4 are connected with the opposite-pulling assemblies 11 and the supporting assemblies 3 and are used for providing inclined supporting force for the cantilever formworks 2 by taking the opposite-pulling assemblies 11 as fulcrums.

When the wall body formwork is used, the opposite-pulling assembly 11 is tensioned, the diagonal bracing assembly 4 supports the supporting assembly 3 by taking the opposite-pulling assembly 11 as a fulcrum, and the supporting assembly 3 provides supporting force for the overhanging formwork 2 through the diagonal bracing assembly 4 and the connection with the wall body formwork 1, so that the wall body and the overhanging board can be poured synchronously, the wall body and the overhanging board are easy to form a whole, and the connection strength of the overhanging board and the wall body is improved.

Referring to fig. 1, wall forms 1 are rectangular plate-shaped and vertically arranged, and two wall forms 1 are arranged opposite to each other. Two wall form 1 equal symmetrical fixedly connected with a plurality of fixed keels 12 of one side that keep away from each other, a plurality of fixed keels 12 all vertically set up, and arrange along the horizontal direction, and fixed keels 12 are the rectangle long rod-like.

The split assembly 11 comprises a first split bolt 111 and a second split bolt 112, the first split bolt 111 and the second split bolt 112 are respectively provided with a plurality of split bolts and are respectively in one-to-one correspondence with the fixed keels 12, the first split bolt 111 and the second split bolt 112 are respectively positioned at the top and the bottom of the wall form 1, the first split bolt 111 and the second split bolt 112 are respectively arranged on the two wall forms 1 and the wall in a penetrating way, and are respectively arranged on the two fixed keels 12 on one sides, far away from each other, of the two wall forms 1 in a penetrating way, and the axes of the first split bolt 111 and the second split bolt 112 are respectively perpendicular to the plate surface of the wall form 1.

Referring to fig. 1 and 2, both ends of the second split bolt 112 in the axial direction are provided with steel plates 1121, the steel plates 1121 are rectangular plate-shaped and vertically arranged, the plate surfaces of the steel plates 1121 are perpendicular to the axial line of the second split bolt 112, one end of the second split bolt 112 positioned on the inner side of the wall body is fixedly connected with the steel plates 1121, and one end positioned on the outer side of the wall body is slidably arranged on the steel plates 1121 in a penetrating manner.

Four steel bars 1122 are fixedly connected to one side, close to each other, of each of the two steel plates 1121, the four steel bars 1122 are respectively located at four vertex angles of the steel plates 1121, and the axial direction of each steel bar 1122 is perpendicular to the plate surface of the steel plate 1121. A steel pipe 1123 is sandwiched between the two steel bars 1122 at the top end of the steel plate 1121 and the two steel bars 1122 at the bottom end of the steel plate 1121 and the second split bolts 112, the steel pipe 1123 is circular, one side far away from the steel plate 1121 is abutted against the fixed keel 12, and the steel pipe 1123 is abutted against the plurality of second split bolts 112. The second split bolt 112 is screwed to one end of the wall outside, and the mountain-shaped member 1124 is located on one side of the steel plate 1121 of the wall outside away from the steel bar 1122 and abuts against the steel plate 1121 of the wall outside.

Referring to fig. 1, the end of the first split bolt 111 located inside the wall has the same structure as the end of the second split bolt 112 located inside the wall, the end of the first split bolt 111 located outside the wall is also screwed with the chevron 1124, and the chevron 1124 on the first split bolt 111 abuts against the fixing runner 12 located outside the wall.

When the wall form is used, the first split bolt 111 and the second split bolt 112 are arranged on the fixed keel 12 and the wall form 1 in a penetrating mode, the chevron-shaped pieces 1124 on the first split bolt 111 and the second split bolt 112 are rotated, the first split bolt 111 and the second split bolt 112 tighten the two wall forms 1 through the chevron-shaped pieces 1124, the steel pipe 1123 is pressed on the fixed keel 12, the rigidity of the wall form 1 is improved through the steel pipe 1123 and the fixed keel 12, and the pouring quality of the wall is easy to guarantee.

Referring to fig. 1, the overhanging template 2 includes an overhanging base template 21, an overhanging side template 22 and a cover plate 23, the overhanging base template 21 is rectangular plate-shaped and horizontally arranged, one side of the length direction of the overhanging base template 21 is abutted with a wall template 1 outside a wall body through square timber, the square timber is positioned below the overhanging base template 21 and fixedly connected with the wall template 1, and the top surface of the overhanging base template 21 is flush with the top end of the wall template 1.

Referring to fig. 1 and 3, three overhanging side templates 22 are provided, and three overhanging side templates 22 are vertically disposed on the top surface of the overhanging base template 21, wherein two overhanging side templates 22 are located at two ends of the overhanging base template 21 in the length direction, the length direction is the same as the width direction of the overhanging base template 21, the other overhanging side template 22 is located at one side of the overhanging base template 21 away from the wall template 1, the length direction is the same as the length direction of the overhanging base template 21, the overhanging side template 22 located at one side of the overhanging base template 21 away from the wall template 1 is in sliding connection with the overhanging base template 21, and the other two overhanging side templates 22 are in sliding connection, and the sliding direction is along the direction approaching or separating from the wall template 1.

Referring to fig. 1, a cover plate 23 is disposed on three overhanging side templates 22, the cover plate 23 is rectangular and horizontally disposed, and a plurality of circular ventilation holes 231 are formed in the cover plate 23, and the ventilation holes 231 penetrate through the thickness of the cover plate 23.

When the cantilever formwork 21 is used, one end of the cantilever formwork 21 is erected on square timber and is abutted against the wall formwork 1, the abutted part of the cantilever formwork 21 and the wall formwork 1 is not prone to slurry explosion and leakage through the square timber, the cover plate 23 is covered on the three cantilever side formworks 22, and air circulation is realized through the air holes 231, so that the casting elevation of the cantilever plate is easy to control, and the cantilever formwork 21, the cantilever side formworks 22 and the cover plate 23 are easy to enter during concrete casting, so that the cantilever plate and the wall are convenient to cast synchronously, and the connection strength of the cantilever plate and the wall is improved.

Referring to fig. 1, the support assembly 3 includes a support portion 31 and a fine adjustment portion 32, the support portion 31 includes a support frame 311, a support main keel 312, a support auxiliary keel 313 and an end plate 314, the support frame 311 is rectangular and horizontally arranged, the support frame 311 is located below the overhanging base template 21, the length direction is parallel to the length direction of the overhanging base template 21, and one side of the length direction of the support frame 311 is fixedly connected with a plurality of fixing keels 12 outside the wall body through bolts.

Referring to fig. 3, the supporting main keels 312 and the supporting auxiliary keels 313 are both provided with two and are located between the overhanging base template 21 and the supporting frame 311, the supporting main keels 312 and the supporting auxiliary keels 313 are all rectangular rod-shaped, the supporting auxiliary keels 313 are fixedly connected with the bottom surface of the overhanging base template 21, the length direction is parallel to the width direction of the overhanging base template 21, the two supporting auxiliary keels 313 are distributed along the length direction of the overhanging base template 21, each supporting main keel 312 is fixedly connected with the two supporting auxiliary keels 313 and are located on one side, far away from the overhanging base template 21, of the supporting auxiliary keels 313, the supporting main keels 312 are vertically arranged with the supporting auxiliary keels 313, and the supporting main keels 312 are connected with the supporting frame 311.

Referring to fig. 1, the end plate 314 is located above the support frame 311 and located at one side of the support frame 311 away from the wall form 1, the end plate 314 is rectangular plate-shaped and vertically disposed, the bottom end of the end plate 314 is fixedly connected with the support frame 311, and the middle part of the end plate 314 is abutted against the overhanging base form 21.

Referring to fig. 3 and 4, the fine tuning part 32 includes a U-shaped support 321, a fine tuning bolt 322, a fine tuning block 323 and an adjusting plate 324, the U-shaped support 321, the fine tuning bolt 322 and the fine tuning block 323 are all provided with four and correspond to each other one by one, the four U-shaped supports 321 are respectively located at two ends of the two support main keels 312 in the length direction, the opening of the U-shaped support 321 is clamped on the support main keels 312, the opening is vertically upward, and the U-shaped support 321 is fixedly connected with the support main keels 312.

Referring to fig. 4, the fine tuning bolt 322 is vertically disposed, and the top end is rotatably connected with the bottom end of the U-shaped support 321, the bottom end thread of the fine tuning bolt 322 is threaded on the fine tuning block 323, the fine tuning block 323 is rectangular and is fixedly connected on the top surface of the support frame 311.

Referring to fig. 3, the adjusting plate 324 is rectangular and is located between the end plate 314 and the overhanging side form 22 far from the wall form 1, the adjusting plate 324 is vertically disposed, and the length direction is the same as the length direction of the overhanging base form 21, and two sides of the length direction of the adjusting plate 324 are respectively abutted with the end plate 314 and the overhanging side form 22 far from one side of the wall form 1.

When the cantilever plate casting machine is used, the support frames 311 are fixed to the fixed keels 12 through bolts, the fine adjustment bolts 322 are rotated, the U-shaped support 321 is driven to move up and down by the fine adjustment bolts 322, and the U-shaped support 321 drives the end parts of the support main keels 312 to move up and down, so that the levelness of the cantilever bottom template 21 is convenient to adjust through the four fine adjustment bolts 322, and casting of the cantilever plate is easy to level; the overhanging side form 22 far away from the wall form 1 is slid, the adjusting plate 324 is placed between the overhanging side form 22 and the end plate 314, then the overhanging side form 22 is abutted with the adjusting plate 324, and the adjusting plate 324 is abutted with the end plate 314, so that the pouring size of the overhanging plate is convenient to adjust through the adjusting plate 324.

Referring to fig. 2 and 3, the diagonal bracing assembly 4 is provided with a plurality of groups and corresponds to the second split bolts 112 one by one, the diagonal bracing assembly 4 comprises a supporting arm 41 and a fixing plate 42, the fixing plate 42 is rectangular plate-shaped and is fixedly connected to a steel plate 1121 positioned on the outer side of the wall body on the second split bolts 112, the fixing plate 42 is positioned at one of the top corners of the side of the steel plate 1121 far away from the reinforcing steel bars 1122, and the fixing plate 42 is vertically arranged with the steel plate 1121.

Referring to fig. 3, the support arm 41 includes an upper support 411, a lower support 412 and a middle screw 413, the upper support 411 and the lower support 412 are all angle steel, one end of the upper support 411 in the length direction is hinged to one side of the support frame 311 far away from the wall form 1, and the axis direction of the hinge shaft is parallel to the length direction of the support frame 311. The inner side of the end, far away from the supporting frame 311, of the upper supporting member 411 is welded with a fixing nut 4111, and the axial direction of the fixing nut 4111 is parallel to the length direction of the upper supporting member 411.

Referring to fig. 2 and 3, one end of the lower support 412 in the length direction is detachably connected to the fixing plate 42 by a bolt, one end of the intermediate screw 413 in the axial direction is welded to one end of the lower support 412 away from the fixing plate 42, the axial direction of the intermediate screw 413 is parallel to the length direction of the lower support 412, and one end of the intermediate screw 413 away from the lower support 412 is threaded through the fixing nut 4111.

During use, the middle screw 413 is rotated to adjust the distance between the upper support 411 and the lower support 412, so that the lower support 412 can be connected with the fixing plate 42 through bolts, and the support arm 41 can adapt to the positions of the second split bolts 112 on the wall form 1 with different sizes, so that the support of the support arm 41 is easier to stabilize, and the overhanging bottom form 21 is difficult to overturn.

The implementation principle of the pouring template for synchronously pouring the interlayer cantilever plate and the structural wall is as follows: when the cantilever type wall body formwork is used, the first split bolt 111 and the second split bolt 112 tighten the two wall body formworks 1 through the chevron-shaped piece 1124, the steel pipe 1123 is pressed against the fixed keel 12, then the supporting frame 311 is fixedly connected to the fixed keel 12 through the bolt, the middle screw 413 is rotated, the distance between the upper supporting piece 411 and the lower supporting piece 412 is adjusted, the lower supporting piece 412 can be fixed with the fixing plate 42 through the bolt, the supporting arm 41 supports the supporting frame 311 by taking the fixing plate 42 as a supporting point, the cantilever formwork 2 is connected to the supporting frame 311 through the fine adjusting bolt 322, the cantilever base formworks 21 are erected on square lumber, the levelness of the cantilever base formworks 21 is adjusted through the fine adjusting bolt 322, the adjusting plate 324 is placed between the cantilever side formworks 22 and the end plates 314, and the casting size of the cantilever plates is adjusted, and accordingly the wall body and the cantilever plates can be synchronously cast through the cantilever formworks 2 and the wall body formworks 1, the connection strength of the cantilever plates and the wall body is easy to form a whole, and the connection strength of the cantilever plates and the wall body is improved.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (10)

1. A pour template that is used for interlayer cantilever plate and synchronous pouring of structural wall, its characterized in that includes:

the wall body template (1), the wall body template (1) is provided with a plurality of wall body templates, and is respectively positioned at the inner side and the outer side of a wall body, the wall body template (1) is provided with opposite pulling components (11), and the opposite pulling components (11) are used for tensioning the two wall body templates (1);

the cantilever formwork (2) is connected with the uppermost part of the wall formwork (1) at the outer side of the wall;

the support assembly (3) is positioned below the overhanging template (2) and is connected with the wall template (1), and the support assembly (3) is used for supporting and fine-adjusting the overhanging template (2);

the diagonal bracing assembly (4), diagonal bracing assembly (4) with to drawing subassembly (11) support subassembly (3) all are connected, and are used for providing holding power to support subassembly (3).

2. The pouring formwork for synchronous pouring of an interlayer cantilever slab and a structural wall according to claim 1, wherein the split assembly (11) comprises a first split bolt (111) and a second split bolt (112), the first split bolt (111) and the second split bolt (112) are respectively penetrated on the wall formwork (1) and the wall, the first split bolt (111) and the second split bolt (112) are arranged along the direction far away from the cantilever formwork (2), the first split bolt (111) and the second split bolt (112) are respectively provided with a plurality of split bolts along the direction parallel to the cantilever formwork (2), two ends of the second split bolt (112) are respectively provided with a steel plate (1121), one end of the second split bolt (112) positioned on the inner side of the wall is fixedly connected with the steel plate (1121), one end positioned on the outer side of the wall is slidably connected with the steel plate (1121), two steel plates (1121) are respectively provided with a plurality of steel pipes (1122) which are respectively clamped between the two sides of the steel plates (1123) and the two steel plates (1123), the second split bolt (112) is located one end threaded connection in the wall body outside has chevron piece (1124), chevron piece (1124) are located steel sheet (1121) keep away from one side of reinforcing bar (1122), first split bolt (111) are located one end in the wall body inboard with second split bolt (112) are located one end in the wall body inboard and have the same structure, and are located one end in the wall body outside also threaded connection has chevron piece (1124), steel pipe (1123) with wall body template (1) butt, chevron piece (1124) on first split bolt (111) with wall body template (1) butt, chevron piece (1124) on second split bolt (112) with steel sheet (1121) butt.

3. The pouring formwork for synchronous pouring of an interlayer cantilever plate and a structural wall according to claim 2, wherein the first pair of pull bolts (111) are in one-to-one correspondence with the second pair of pull bolts (112), both ends of the first pair of pull bolts (111) and both ends of the second pair of pull bolts (112) are jointly penetrated with a fixed keel (12), the fixed keel (12) is fixedly connected with the wall formwork (1), one side, close to the second pair of pull bolts (112), of the fixed keel (12) which is far away from the wall formwork (1) is abutted with the steel pipe (1123), one side, close to the first pair of pull bolts (111), of the fixed keel (12) which is close to the outer side of the wall, is far away from the first pair of pull bolts (111) is abutted with the steel pipe (1123), and one side, close to the first pair of pull bolts (111), which is far away from the wall formwork (1) is abutted with the gable (1124).

4. The pouring formwork for synchronous pouring of an interlayer cantilever formwork and a structural wall according to claim 3, wherein the cantilever formwork (2) comprises a cantilever formwork (21) and a cantilever side formwork (22), one side of the cantilever formwork (21) is in butt joint with the uppermost side of the wall formwork (1) through square timber, the cantilever side formworks (22) are provided with a plurality of cantilever side formworks (22) which are positioned on the top surface of the cantilever formwork (21) and are respectively arranged on one side of the cantilever side formworks (21) far away from the wall formwork (1) and on two sides far away from the direction of the wall formwork (1), the cantilever side formworks (22) which are positioned on two sides far away from the direction of the wall formwork (1) are fixedly connected with the cantilever side formworks (21), the cantilever side formworks (22) which are positioned on one side of the cantilever side formworks (21) far away from the wall formwork (1) are in sliding connection with the cantilever side formworks (21), the cantilever side formworks (22) which are adjacent to the cantilever side formworks (21) and the support part (31) which comprise a fine tuning support part (31), the fine adjustment part (32) is used for adjusting the angle of the overhanging base template (21) and the position of the overhanging side template (22) far away from the wall template (1).

5. The pouring formwork for synchronously pouring interlayer cantilever plates and structural walls according to claim 4, wherein a plurality of cantilever side formworks (22) are covered with cover plates (23), and through ventilation holes (231) are formed in the cover plates (23).

6. The pouring formwork for synchronous pouring of an interlayer cantilever plate and a structural wall according to claim 4, wherein the supporting portion (31) comprises a supporting frame (311), a supporting main keel (312), supporting auxiliary keels (313) and end plates (314), one side of the supporting frame (311) is fixedly connected with a plurality of fixing keels (12), the supporting main keels (312) and the supporting auxiliary keels (313) are respectively provided with a plurality of supporting frame (311) and the cantilever bottom formwork (21), the supporting auxiliary keels (313) and the cantilever bottom formwork (21) are fixedly connected, the supporting main keels (312) are located on one side, away from the cantilever bottom formwork (21), of the supporting auxiliary keels (313), each supporting main keel (312) is fixedly connected with a plurality of supporting auxiliary keels (313), the supporting main keels (312) and the supporting auxiliary keels (313) are arranged in an included angle, the supporting main keels (312) and the supporting frame (311) are connected with the supporting frame (311) and the end plates (21) are located on one side, away from the supporting frame (311), and are fixedly connected with the wall body (311).

7. The pouring formwork for synchronous pouring of an interlayer cantilever plate and a structural wall according to claim 6, wherein the fine tuning part (32) comprises a U-shaped support (321), fine tuning bolts (322) and fine tuning blocks (323), the U-shaped support (321), the fine tuning bolts (322) and the fine tuning blocks (323) are all provided with four and correspond to each other one by one, the opening sides of the four U-shaped supports (321) are respectively and fixedly connected to two ends of the supporting main joists (312), one end of each fine tuning bolt (322) is rotatably connected with one side, away from the supporting main joists (312), of each U-shaped support (321), one end, away from each fine tuning bolt (322), of each U-shaped support (321) is in threaded connection with each fine tuning block (323), and each fine tuning block (323) is fixedly connected with the supporting frame (311).

8. Pouring formwork for synchronous pouring of an interlayer cantilever formwork and a structural wall according to claim 6, wherein an adjusting plate (324) is arranged between the end plate (314) and the cantilever side formwork (22) which is far away from the wall formwork (1), and the adjusting plate (324) is in butt joint with the end plate (314) and the cantilever side formwork (22).

9. The pouring formwork for synchronous pouring of interlayer cantilever plates and structural walls according to claim 6, wherein the diagonal bracing assemblies (4) are provided with a plurality of groups and correspond to the second split bolts (112) one by one, the diagonal bracing assemblies (4) comprise supporting arms (41) and fixing plates (42), one ends of the supporting arms (41) are hinged to one sides, away from the wall formwork (1), of the supporting frames (311), the fixing plates (42) are fixedly connected to the steel plates (1121) of the second split bolts (112), and one ends, away from the supporting frames (311), of the supporting arms (41) are detachably connected with the fixing plates (42) through bolts.

10. Pouring formwork for synchronous pouring of an interlayer cantilever plate and a structural wall according to claim 9, wherein the supporting arm (41) comprises an upper supporting piece (411), a lower supporting piece (412) and an intermediate screw (413), one end of the upper supporting piece (411) is hinged with the supporting frame (311), the other end of the upper supporting piece is fixedly connected with a fixing nut (4111), one end of the lower supporting piece (412) is detachably connected with the fixing plate (42) through a bolt, one end of the intermediate screw (413) is fixedly connected with one end of the lower supporting piece (412) far away from the fixing plate (42), and the other end of the intermediate screw is threaded through the fixing nut (4111).

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