CN215631688U

CN215631688U - Cast-in-place concrete template reinforcing structure

Info

Publication number: CN215631688U
Application number: CN202121841562.0U
Authority: CN
Inventors: 王赋斌; 李方
Original assignee: Hubei Wanquan Construction Engineering Co ltd
Current assignee: Hubei Wanquan Construction Engineering Co ltd
Priority date: 2021-08-07
Filing date: 2021-08-07
Publication date: 2022-01-25
Anticipated expiration: 2031-08-07

Abstract

The utility model relates to a cast in situ concrete template reinforced structure relates to the field of cast in situ concrete template, including last backup pad, bottom suspension fagging and connecting piece, go up the backup pad with the bottom suspension fagging passes through the connecting piece and rotates the connection, it all passes through bolt fixed connection with the cast in situ concrete template to go up backup pad and bottom suspension fagging, it is used for adjusting and fixing to be provided with on the bottom suspension fagging go up the backup pad with the supporting component of bottom suspension fagging connection angle. This application has the effect of consolidating concrete template structure, adjustable template angle, portable transportation.

Description

Cast-in-place concrete template reinforcing structure

Technical Field

The application relates to the field of cast-in-place concrete templates, in particular to a cast-in-place concrete template reinforcing structure.

Background

In building construction, cast-in-place concrete is often needed, a template is erected before the concrete is poured, and the template is a template plate which enables a concrete structure and components to be poured and formed according to the designed position, shape and size. The supporting formwork and the fixing or supporting device of the formwork are the key points influencing the concrete forming, and can influence the quality of the concrete forming. The form and its supports should have sufficient load bearing capacity, rigidity and stability to reliably withstand the weight, lateral pressure and construction loads of the cast concrete. The fixing quality of the template is directly related to the concrete pouring effect, and the problems of template expansion, membrane explosion, slurry leakage, component size, verticality deviation and the like are caused by the poor template fixing effect.

Currently, the following reinforcement measures are commonly used in the prior art: one is to use triangular supports or steel wires to fix the outside of the template; one is welding bolts, directly welding the bolts on the steel bars, and then reinforcing the template by utilizing the bolts and nuts matched with the mountain-shaped clamps; one is to reinforce the form with long bolts that can pass through the components, typically with threaded through-bolts that pass through the form, thereby tightening the form to secure it.

In view of the above-mentioned related art, the inventor believes that the above-mentioned problem of non-adjustable angle of the formwork support does not ensure the molding quality of the concrete wall. Therefore, in order to ensure the engineering quality, reinforce the concrete template structure, adapt the template angle to various engineering requirements, and facilitate the carrying and transportation of the reinforced structure, manpower and material resources are saved, and improvement on the prior art is needed.

SUMMERY OF THE UTILITY MODEL

In order to improve the not adjustable problem of cast in situ concrete template angle, this application provides a cast in situ concrete template reinforced structure.

The application provides a cast in situ concrete template reinforced structure adopts following technical scheme:

the utility model provides a cast in situ concrete template reinforced structure, includes backup pad, bottom suspension fagging and connecting piece, go up the backup pad with the bottom suspension fagging passes through the connecting piece and rotates the connection, it all passes through bolt fixed connection with the cast in situ concrete template to go up backup pad and bottom suspension fagging, it is used for adjusting and fixing to be provided with on the bottom suspension fagging go up the backup pad with the supporting component of bottom suspension fagging connection angle.

Through adopting above-mentioned technical scheme, to go up backup pad and bottom suspension fagging and pass through bolt fixed connection with two templates of looks butt respectively, because go up the backup pad and pass through the connecting piece with the bottom suspension fagging and rotate and be connected, consequently go up backup pad and bottom suspension fagging and can form arbitrary contained angle under the effect of connecting piece, also consequently can adjust the contained angle with two templates of going up backup pad and bottom suspension fagging fixed connection, rethread supporting component's fixed action, the angle and the position of two fixed templates mutual butts. The support plate is fixedly connected with the template through the bolts to enhance the stability of the template, and meanwhile, the upper support plate is rotatably connected with the lower support plate to enable the angle of the support plate to be adjustable.

Optionally, the connecting piece includes the hinge, two page plates of hinge respectively with go up backup pad bottom and bottom suspension fagging bottom fixed connection.

Through adopting above-mentioned technical scheme, go up backup pad and bottom suspension fagging respectively with two blade fixed connection of hinge, go up backup pad and bottom suspension fagging and can do relative rotation for the pivot of hinge to make two templates of fixed connection with it form certain angle, satisfy the requirement and simple easy operation of all kinds of engineering scene to the template angle.

Optionally, the supporting component includes the bracing piece of adjustable length, the bracing piece bottom through the regulating part with the bottom suspension fagging rotates to be connected, the bracing piece other end is provided with the hanger block, go up the backup pad with be provided with the spill fixed block on the side that the bottom suspension fagging corresponds, the spill opening of spill fixed block up, the hanger block is hung and is located in the opening of concave type fixed block.

Through adopting above-mentioned technical scheme, after the angle of template is confirmed, stimulate required length with the bracing piece, simultaneously with the hanging piece joint on the bracing piece in the spill fixed block, the angle and the position of template are fixed by the bracing piece, when pouring concrete in to formwork support, the concrete transmits the hook block through the spill fixed block to the effort of going up the backup pad and transmits the bracing piece lower extreme again, consequently the bracing piece changes the concrete of pouring into to the pressure of going up the backup pad and becomes the holding power to the bottom suspension fagging, whole template structure's stability has been increased, it is stronger to make template sectional shelf-unit support stability in the use, be difficult for taking place deformation.

Optionally, the bracing piece is including supporting the mobile jib and supporting a section of thick bamboo, support bobbin end with the regulating part rotates to be connected, it is provided with the spout to support a section of thick bamboo inner wall, support the mobile jib with spout sliding connection, be provided with in the supporting a section of thick bamboo and be used for fixing support the mounting of mobile jib.

Through adopting above-mentioned technical scheme, support the mobile jib and can slide from top to bottom at the spout that supports a section of thick bamboo inner wall, realize the scalable function of bracing piece, the bracing piece is after confirming required length, upwards stretches to required position through the spout, is passing through the relative position of mounting fixed stay pole and a support section of thick bamboo for the bracing piece can realize and go up the fixed connection of backup pad.

Optionally, the mounting sets up to the bolt, it is provided with a plurality of intercommunications to support a section of thick bamboo to run through the spacing hole of spout, it is provided with the fixed orifices to support the mobile jib bottom, the bolt passes peg graft behind the spacing hole with in the fixed orifices.

Through adopting above-mentioned technical scheme, only need slide when the fixed orifices matches with spacing hole position, insert the bolt, make support mobile jib and support a section of thick bamboo and support each other, can not slide easy operation.

Optionally, the supporting cylinder is provided with a limiting groove, the limiting hole is located in the bottom wall of the limiting groove, the bolt is far away from one end fixedly connected with grab handle of the limiting hole, the end face diameter of the grab handle is equal to the opening size of the limiting groove, and the grab handle is placed in the limiting groove.

Through adopting above-mentioned technical scheme, the bolt passes spacing hole and fixed orifices after, through with grab handle joint in spacing inslot for the pin connection structure is more stable, supports the mobile jib and is difficult for sliding in supporting a section of thick bamboo.

Optionally, the adjusting part is a hemispherical base, a circular end face of the hemispherical base is welded to the lower supporting plate, a sphere is arranged at the bottom of the supporting cylinder, a spherical groove used for being rotatably connected with the supporting cylinder is formed in the hemispherical base, and the size of an opening of the spherical groove is smaller than the sphere diameter of the sphere at the bottom of the supporting cylinder.

Through adopting above-mentioned technical scheme, the regulating part sets up to the hemisphere base, because the hemisphere base rotates through spherical groove and a support section of thick bamboo to be connected, consequently when the template angle changes, can change the angle of bracing piece through rotating a support section of thick bamboo, make the bracing piece can realize and go up the backup pad butt, when pouring the concrete in the template simultaneously, the hemisphere base can transmit the pressure homodisperse that the bracing piece received to the bottom suspension fagging on, realize the effective conversion and the utilization of effort.

Optionally, the top end face of the upper supporting plate is connected with a hasp in a rotating mode, the top end face of the lower supporting plate is fixedly connected with a limiting convex block, the hasp is provided with a fixing groove used for penetrating the limiting convex block, the opening size of the fixing groove is larger than the end size of the limiting convex block, the limiting convex block penetrates through one end of the fixing groove and is provided with a second fixing hole, and the U-shaped buckle of the hasp is arranged in the second fixing hole in a fixing mode.

Through adopting above-mentioned technical scheme, when not using reinforced structure, will go up backup pad and bottom suspension fagging and fold each other and be close to, hasp passes the U type in the second fixed orifices and detains on spacing lug, locks backup pad and bottom suspension fagging, realizes that reinforced structure's space is folding, portable and transportation.

Optionally, the hanging block is arranged to be a transverse cylinder, the opening wall surface of the concave fixing block is square, and the opening size depth of the concave fixing block is larger than the diameter of the section circle of the hanging block.

Through adopting above-mentioned technical scheme, the hanging piece sets up to the cylinder, spill fixed block upper portion be provided with be used for with the cylinder cavity of hanging piece joint, only need insert the spill fixed block with the hanging piece from last to down in, can realize that the bracing piece is connected with last backup pad, easy and simple to handle, the shackle is connected the face with last backup pad and is set up to the rectangle, increase the shackle and be connected the stress surface with last backup pad, make bracing piece structure more stable.

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

1. the support plate is fixedly connected with the template through the bolts to enhance the stability of the template, and the adjustability of the angle of the support plate is more suitable for the angle requirements of various projects on the template bracket;

2. the telescopic support rod is hooked with the hook ring of the upper support plate, and the support rod can be connected with and fix the template support, so that the operation is simple, and the reinforcing structure is stable;

3. the reinforced structure is foldable, saves space and is convenient to carry and transport.

Drawings

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

FIG. 2 is a schematic view of the supporting main rod, the supporting cylinder and the hemispherical base in the embodiment of the present application;

FIG. 3 is an enlarged view of a portion A of FIG. 1;

fig. 4 is a partially enlarged schematic view of a portion B in fig. 2.

Reference numerals: 1. an upper support plate; 2. a lower support plate; 3. a hinge; 4. supporting the main rod; 5. a support cylinder; 6. hanging blocks; 7. a concave fixed block; 8. a hemispherical base; 9. a limiting groove; 10. a bolt; 11. a limiting hole; 12. a fixing hole; 13. a hasp; 14. a limiting bump; 15. fixing grooves; 16. a second fixing hole; 17. a U-shaped buckle; 18. a spherical groove; 19. a handle.

Detailed Description

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

The embodiment of the application discloses cast in situ concrete template reinforced structure. Referring to fig. 1, cast in situ concrete template reinforced structure includes backup pad 1, bottom suspension fagging 2 and connecting piece, goes up backup pad 1 and rotates through the connecting piece with bottom suspension fagging 2 to be connected, goes up backup pad 1 and bottom suspension fagging 2 and cast in situ concrete template and all passes through bolt fixed connection, and 1 upper surface of bottom suspension fagging is provided with supporting component, and supporting component is used for fixed backup pad 1 and bottom suspension fagging 2's angle of connection.

The connecting piece includes hinge 3, and two page plates of hinge 3 respectively with last backup pad 1 bottom and 2 bottom fixed connection of bottom suspension fagging, make and go up

backup pad

1 and 2 can do relative rotations for hinge 3's pivot with the bottom suspension fagging.

The supporting component comprises a supporting rod with adjustable length, the bottom of the supporting rod is connected with the lower supporting plate 2 through a regulating part in a rotating mode, the other end of the supporting rod is provided with a hanging block 6 used for connecting the supporting rod with an upper supporting plate 1, the hanging block 6 is arranged to be a transverse cylinder, a concave fixing block 7 is arranged on the surface corresponding to the upper supporting plate 1 and the lower supporting plate 2, the concave opening of the concave fixing block 7 faces upwards, the opening wall is square, the hanging block 6 is connected in the concave fixing block 7 through a concave opening in a clamping mode, the opening depth of the concave fixing block 7 is larger than the diameter of the cross section circle of the hanging block 6, and therefore the hanging block 6 is connected in the concave fixing block 7 in a clamping mode and is not prone to slipping out.

The bracing piece is including supporting mobile jib 4 and a support section of thick bamboo 5, and a support section of thick bamboo 5 rotates with backup pad 2 through the regulating part to be connected, is provided with in the support section of thick bamboo 5 to be used for realizing supporting the spout of 4 length adjustments of mobile jib, supports mobile jib 5 and slides in the spout, is provided with the mounting that is used for the position of fixed support mobile jib 4 in a support section of thick bamboo 5 on the support section of thick bamboo 5.

The mounting sets up to bolt 10, be provided with spacing groove 9 on the support section of thick bamboo 5, seven spacing holes 11 that the interval is the same are seted up to the spacing groove diapire, spacing hole 11 runs through support section of thick bamboo 5 both sides face, support mobile jib 4 bottom is provided with two fixed orificess 12 that the level corresponds, the aperture of fixed orificess 12 is the same with spacing hole 11's aperture, the one end fixedly connected with grab handle 19 in spacing hole is kept away from to bolt 10, grab handle 19's cross section diameter size and spacing groove 9 circular arc diameter phase-match, when fixed orifices 12 slide to the position that matches with spacing hole 11, insert bolt 10, simultaneously go into spout 9 with the grab handle 19 card of bolt 10, the position of bolt 10 fixed stay mobile jib 4 in support section of thick bamboo 5, the length of support mobile jib 4 also is consequently fixed.

The regulating part sets up to

hemisphere base

8, and 8 circular terminal surfaces of hemisphere base weld with the up end of bottom suspension fagging 2, and support 5 bottoms of a section of thick bamboo and set up to the spheroid, hemisphere base 8 be provided with support 5 ball-shaped groove 18 of rotating the connection, the opening part size of ball-shaped groove 18 is less than the sphere diameter of hemisphere base 8, support 5 can be through the contained angle that supports mobile jib 4 and bottom suspension fagging 2 of the internal rotation change of ball-shaped groove 18.

Go up the terminal surface at 1 top of backup pad and rotate and be connected with hasp 13, the terminal surface fixedly connected with spacing lug 14 at 2 tops of bottom suspension fagging, spacing lug 14 sets up to flat cuboid, hasp 13 is provided with fixed slot 15, the opening size of fixed slot 15 is greater than spacing lug 14 top size, guarantee that spacing lug 14 passes fixed slot 15 on the hasp, spacing lug 14 passes the one end of fixed slot 15 and runs through and is provided with second fixed orifices 16, it detains 17 to be provided with the U type in the second

fixed orifices

16, 16 opening sizes in second fixed orifices are greater than the U type and detain 17 terminal surface size, spacing lug 14 passes behind fixed slot 15, insert the U type in the second fixed orifices 16 and detain 17, hasp 13 and the locking of spacing lug 14, realize going up the folding effect between backup pad 1 and the bottom suspension fagging 2.

The implementation principle of a cast-in-place concrete template reinforcing structure in the embodiment of the application is as follows: after confirming contained angle between the template with the bottom looks butt of two templates, respectively with two templates and last backup pad 1 and for 2 bolt fixed connection of backup pad,

backup pad

1 and 2 angle of bottom suspension fagging in the adjustment, will support mobile jib 4 tensile to certain length, rotate supporting cylinder 5, make hanging block 6 at with the fixed fast 7 joints of spill, tensile supporting mobile jib 4 to the length that can make hanging block 6 and last backup pad 1 butt, and fixed orifices 12 matches with spacing hole 11 this moment, insert bolt 10 in spacing hole 11, bolt 10 runs through supporting cylinder 5, supporting mobile jib 4 length is fixed, hanging

block

6 and 7 joints of spill fixed block, supporting mobile jib 4 will go up

backup pad

1 and 2 connections of bottom suspension fagging, whole reinforcing support is fixed.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a cast in situ concrete template reinforced structure which characterized in that: including last backup pad (1), bottom suspension fagging (2) and connecting piece, go up backup pad (1) with bottom suspension fagging (2) are rotated through the connecting piece and are connected, go up backup pad (1) and bottom suspension fagging (2) and cast in situ concrete template and all pass through bolt fixed connection, be provided with on bottom suspension fagging (2) and be used for adjusting and fix go up backup pad (1) with the supporting component of bottom suspension fagging (2) connection angle.

2. The cast-in-place concrete form reinforcing structure of claim 1, wherein: the connecting piece includes hinge (3), two page or leaf boards of hinge (3) respectively with go up backup pad (1) bottom and bottom of bottom suspension fagging (2) fixed connection.

3. The cast-in-place concrete form reinforcing structure of claim 1, wherein: the supporting component comprises a supporting rod with adjustable length, the bottom of the supporting rod is connected with the lower supporting plate (2) in a rotating mode through an adjusting piece, a hanging block (6) is arranged at the other end of the supporting rod, the upper supporting plate (1) is arranged on the side face corresponding to the lower supporting plate (2) and is provided with a concave fixing block (7), the concave opening of the concave fixing block (7) faces upwards, and the hanging block (6) is hung and arranged in the opening of the concave fixing block (7).

4. The cast-in-place concrete form reinforcing structure of claim 3, wherein: the bracing piece is including supporting mobile jib (4) and a support section of thick bamboo (5), support a section of thick bamboo (5) bottom with the regulating part rotates to be connected, it is provided with the spout to support a section of thick bamboo (5) inner wall, support mobile jib (4) with spout sliding connection, be provided with in the support section of thick bamboo (5) and be used for fixing the mounting that supports mobile jib (4).

5. The cast-in-place concrete form reinforcing structure of claim 4, wherein: the fixing piece is arranged to be a bolt (10), the supporting cylinder (5) penetrates through a plurality of communicated limiting holes (11) of the sliding groove, fixing holes (12) are formed in the bottom of the supporting main rod (4), and the bolt (10) penetrates through the limiting holes (11) and then is inserted into the fixing holes (12).

6. The cast-in-place concrete form reinforcing structure of claim 5, wherein: a supporting cylinder (5) is provided with spacing groove (9), and is a plurality of spacing hole (11) all are located the diapire of spacing groove (9), bolt (10) keep away from in the one end fixedly connected with grab handle (19) of spacing hole (11), the end face diameter of grab handle (19) equals the opening size of spacing groove (9), the grab handle place in spacing groove (9).

7. The cast-in-place concrete form reinforcing structure of claim 4, wherein: the adjusting part is arranged to be a hemispherical base (8), the circular end face of the hemispherical base (8) is welded with the lower supporting plate (2), a sphere is arranged at the bottom of the supporting cylinder (5), a spherical groove (18) which is used for being connected with the supporting cylinder (5) in a rotating mode is formed in the hemispherical base (8), and the size of an opening of the spherical groove (18) is smaller than the sphere diameter of the sphere at the bottom end of the supporting cylinder (5).

8. The cast-in-place concrete form reinforcing structure of claim 1, wherein: go up backup pad (1) top terminal surface and rotate and be connected with hasp (13), bottom suspension fagging (2) top terminal surface fixedly connected with spacing lug (14), hasp (13) are provided with and are used for passing fixed slot (15) of spacing lug (14), the opening size of fixed slot (15) is greater than spacing lug (14) tip size, spacing lug (14) pass the one end of fixed slot (15) is run through and is provided with second fixed orifices (16), be provided with in second fixed orifices (16) and be used for fixing U type of hasp (13) is detained (17).

9. The cast-in-place concrete form reinforcing structure of claim 3, wherein: the hanging block (6) is arranged to be in a transverse cylindrical shape, the opening wall surface of the concave fixing block (7) is square, and the opening size depth of the concave fixing block (7) is larger than the diameter of the cross section circle of the hanging block (6).