CN214925366U - Cage mould assembly integral type vertical main body structure - Google Patents

Abstract

The utility model provides an integral vertical major structure of cage mould assembly. The cage die assembly integral type vertical main body structure comprises a first hoop device, a second hoop device, steel bar pieces and a template, wherein the first hoop device and the second hoop device are arranged at intervals, the first hoop device is provided with a plurality of first jacks along the circumferential direction, the second hoop device is provided with a plurality of second jacks corresponding to the first jacks along the circumferential direction, and the steel bar pieces are inserted into the first jacks and the second jacks; the first hoop device is provided with a plurality of first tight jacking pieces which can tightly jack or loosen the steel bar pieces in the first jacks, the second hoop device is provided with a plurality of second tight jacking pieces which can tightly jack or loosen the steel bar pieces in the second jacks; the template is sleeved on the outer side of each reinforcing steel bar piece and is connected between the first hoop device and the second hoop device. The utility model discloses low in production cost, the prefab production degree of difficulty is low and can improve work efficiency.

Description

Cage mould assembly integral type vertical main body structure

Technical Field

The utility model relates to a building engineering technical field especially relates to an integral vertical major structure of cage mould assembly.

Background

The template and the steel bar engineering are two vital sub-projects in the main project of the house building, and the related research measures the construction time of the related sub-projects in the standard floor of the house building construction project, and finds that the time of the template and the steel bar engineering is the largest, and the time of the two combined projects is about 50-70% of the construction time of one standard floor. The larger the steel bar engineering quantity (high-density steel bars), the more important the link is, but in the real engineering, the project construction period is not wasted in any time. The two time periods can be subjected to targeted technical optimization treatment, for example, in the reinforcing steel bar engineering, the existing main push forming reinforcing steel bar technology can better solve the problem that the traditional reinforcing steel bar is time-consuming to manufacture on site, but is limited by factors such as equipment manufacture, transportation and storage, the existing forming reinforcing steel bar is generally applied to two-dimensional reinforcing steel bar products (reinforcing steel bar meshes, stirrups, bent reinforcing steel bars and the like), the three-dimensional reinforcing steel bar products (columns, beams and other shaping reinforcing steel bar cages) are only applied in certain fields (pile reinforcing steel bar cages of underground engineering, pier cap reinforcing steel bar cages of bridge engineering and the like) and in certain countries, and the development of the forming reinforcing steel bar technology in China still needs to be improved; in addition, like the assembly type building pushed by the nation in recent years, the construction mode quality of the steel bar engineering and the template engineering is changed, the advantages of realizing the industrialized production of components, reducing the on-site labor input, reducing the construction time and the like are achieved, but the problems of the assembly type building in planning, designing, producing, constructing, detecting and other links are more, the outstanding problems of high cost and poor construction easiness in the implementation process exist, and the situations of calling and calling are generally existed.

More new assembled building technology systems appear in recent years, such as a core-grouted assembled concrete shear wall structure technology, a formwork-free assembly integrated reinforced concrete structure system and an SPCS (concrete dispersed concrete) full-assembled building system, and the technical common points of the systems can be simply summarized as follows: cavity, connector and cast-in-place. The 'mould-free assembly integrated reinforced concrete structure system (PI system)' is taken as a description object, and from the production process of other components, a single prefabricated component generally needs turning, pouring, equal strength and demoulding links, so that the production efficiency is very low, the industrialized flow line production is not facilitated, and the price of the component is not lower than that of a common prefabricated component. Also, the use of PI cage molds in engineering is difficult to avoid the embarrassment encountered with current fabricated construction techniques.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a low and can improve work efficiency's the integral vertical major structure of cage mould assembly of the prefab production degree of difficulty of low in production cost.

In order to achieve the purpose, the utility model provides an integral vertical main body structure for cage die assembly, which comprises a first hoop device, a second hoop device, a steel bar piece and a template, wherein the first hoop device and the second hoop device are arranged at intervals, the first hoop device is provided with a plurality of first jacks along the circumferential direction, the second hoop device is provided with a plurality of second jacks corresponding to the first jacks along the circumferential direction, and the steel bar piece is inserted into the first jacks and the second jacks; the first hoop device is provided with a plurality of first tightly-jacking pieces, the first tightly-jacking pieces can tightly jack or loosen the steel bar pieces in the first jack, the second hoop device is provided with a plurality of second tightly-jacking pieces, and the second tightly-jacking pieces can tightly jack or loosen the steel bar pieces in the second jack; the template is sleeved on the outer side of each reinforcing steel bar piece, and the template is connected between the first hoop device and the second hoop device.

Compared with the prior art, the integral vertical main body structure for cage die assembly integrates the template and the reinforcing steel bar, can be integrally manufactured (nomadic production) in a factory to become a self-balancing cage die prefabricated member, realizes the transformation from the severe construction environment (construction working face) of traditional column reinforcing steel bar binding to the indoor environment, has low production difficulty, can realize the industrialized production of the prefabricated member, reduces the production cost, lightens the on-site labor input and reduces the construction time; the utility model discloses utilize first staple bolt device and second staple bolt device, adopt first tight piece and the second of tightly pushing up tightly to push up on being fixed in the reinforcing bar spare, need not the ligature, improved work efficiency, and avoided traditional ligature steel reinforcement skeleton handling process to take place displacement, warp, distortion, dislocation, scheduling problem that drops.

Preferably, the first hoop device comprises a first outer frame and a first inner frame, the first outer frame has a plurality of first outer half holes, the first inner frame has a plurality of first inner half holes, the first outer frame is detachably connected with the first inner frame, the first outer frame is located at the outer side of the first inner frame, the first outer half holes and the first inner half holes are spliced to form the first insertion holes, and the first top tightening member is movably inserted into the first outer frame; the first jacking piece moves to stretch into or withdraw from the first jack so as to jack or loosen the steel bar piece in the first jack.

Preferably, the first outer frame member includes a first outer module, a plurality of the first outer modules are spliced to form a first outer frame structure, the first inner frame member includes a first inner module, a plurality of the first inner modules are spliced to form a first inner frame structure, and the first outer module is detachably connected to the first inner module.

Preferably, a first locking member is disposed between the first outer module and the first inner module, and the first outer module and the first inner module are locked or unlocked by the first locking member, so as to fix or detach the first outer module and the first inner module.

Preferably, the first outer modules are of a U-shaped structure, two of the first outer modules are spliced to form the first outer frame structure, the first inner modules are of a block structure, and four of the first inner modules are sequentially spliced to form the first inner frame structure.

Preferably, a first groove is formed in the first outer frame member, and the template is inserted into the first groove.

Preferably, the second hoop device comprises a second outer frame and a second inner frame, the second outer frame has a plurality of second outer half holes, the second inner frame has a plurality of second inner half holes, the second outer frame is detachably connected with the second inner frame, the second outer frame is located at the outer side of the second inner frame, the second outer half holes are spliced with the second inner half holes to form the second insertion holes, and the second top tightening member is movably inserted into the second outer frame; the second jacking piece moves to stretch into or withdraw from the second jack so as to jack or loosen the steel bar piece in the second jack.

Preferably, the second outer frame member includes a second outer module, a plurality of the second outer modules are spliced to form a second outer frame structure, the second inner frame member includes a second inner module, a plurality of the second inner modules are spliced to form a second inner frame structure, and the second outer module is detachably connected to the second inner module.

Preferably, a second locking member is disposed between the second outer module and the second inner module, and the second outer module and the second inner module are locked or unlocked by the second locking member, so as to fix or detach the second outer module and the second inner module.

Preferably, the second outer modules are of a U-shaped structure, the two second outer modules are spliced to form the second outer frame structure, the second inner modules are of a block structure, and the four second inner modules are sequentially spliced to form the second inner frame structure.

Preferably, a second groove is formed in the second outer frame, and the template is inserted into the second groove.

Preferably, the second hoop device is provided with a lifting lug.

Preferably, the formwork is an FRP plate.

Preferably, the cage form assembly integral type vertical main body structure further comprises a steel bar tire seat, and one end of the steel bar piece abuts against the steel bar tire seat.

Preferably, the upper surface of the steel bar tire seat is convexly provided with a plurality of bulges, and each steel bar piece is supported against the bulges or the upper surface of the steel bar tire seat in a staggered manner.

Preferably, the cage form assembled integral vertical main body structure further comprises stirrups, the stirrups are bound to the outer sides of the reinforcing steel bars along the length direction of the reinforcing steel bars, and the templates are arranged on the outer sides of the stirrups in a surrounding mode.

Preferably, a plurality of protective layer cushion blocks are arranged on the steel bar piece.

Drawings

Fig. 1 is a schematic perspective view of the cage mold assembled integral vertical main body structure of the present invention.

Fig. 2 is a schematic structural diagram of the first hoop device of the present invention.

Fig. 3 is an exploded view of the first hoop device of the present invention.

Fig. 4 is a schematic structural diagram of the second hoop device of the present invention.

Fig. 5 is an exploded view of the second hoop device shown in fig. 4 after being inverted.

Fig. 6 is a schematic structural view of the reinforcing bar of the present invention.

Fig. 7 is a schematic structural view of the steel bar tire seat of the present invention.

Fig. 8 is a schematic structural diagram of the integral vertical main body structure of the cage mould assembly in the process of hoisting to the steel bar joint.

Fig. 9 is a schematic structural diagram of the cage form assembled integral vertical main body structure of the present invention after being connected with the steel bar joint.

Fig. 10 is a schematic structural view showing a construction in which a sealing treatment is performed at a contact portion between a formwork and a construction work surface and then a support is performed.

Detailed Description

In order to explain technical contents and structural features of the present invention in detail, the following description is made with reference to the embodiments and the accompanying drawings.

Referring to fig. 1, 2 and 4, the cage form assembly integral type vertical main body structure 100 of the present invention includes a first hoop device 1, a second hoop device 2, a reinforcement bar piece 3 and a form 4, the first hoop device 1 and the second hoop device 2 are arranged at intervals, the first hoop device 1 is provided with a plurality of first jacks 14 along a circumferential direction, the second hoop device 2 is provided with a plurality of second jacks 24 corresponding to the first jacks 14 along the circumferential direction, and the reinforcement bar pieces 3 are inserted into the first jacks 14 and the second jacks 24; the first hoop device 1 is provided with a plurality of first tight jacking pieces 11, the first tight jacking pieces 11 can tightly jack or loosen the steel bar pieces 3 positioned in the first jacks 14, the second hoop device 2 is provided with a plurality of second tight jacking pieces 21, and the second tight jacking pieces 21 can tightly jack or loosen the steel bar pieces 3 positioned in the second jacks 24; the template 4 is sleeved on the outer side of each reinforcing steel bar piece 3, and the template 4 is connected between the first hoop device 1 and the second hoop device 2. In the present embodiment, the formwork 4 is an FRP panel. The template 4 is made of FRP (fiber reinforced plastic) materials, so that the template 4 (with a rectangular or circular cross section) with a vertical structure has extremely strong stress self-balancing capability, and the template 4 is prevented from being exploded due to the side pressure of concrete pouring of a vertical member; and the template 4 is a hollow closed structure, and the plastic concrete can not leak out of the template 4. But the material of the template 4 is not limited thereto.

Referring to fig. 2 and 3, the first hoop device 1 includes a first outer frame 12 and a first inner frame 13, the first outer frame 12 has a plurality of first outer half holes 141, the first inner frame 13 has a plurality of first inner half holes 142, the first outer frame 12 is detachably connected to the first inner frame 13, the first outer frame 12 is located outside the first inner frame 13, the first outer half holes 141 and the first inner half holes 142 are spliced to form a first jack 14, and the first tightly-pushing member 11 is movably inserted into the first outer frame 12; the first tightening piece 11 is moved to extend into or withdraw from the first insertion hole 14 so as to tighten or loosen the reinforcing steel bar piece 3 in the first insertion hole 14. Specifically, the first outer frame 12 includes a first outer module 121, a plurality of first outer modules 121 are spliced to form a first outer frame structure, the first inner frame 13 includes a first inner module 131, a plurality of first inner modules 131 are spliced to form a first inner frame structure, and the first outer module 121 is detachably connected to the first inner module 131. More specifically, a first locking member 15 is disposed between the first outer module 121 and the first inner module 131, and the first locking member 15 locks or unlocks the first outer module 121 and the first inner module 131 to fix or disassemble the first outer module 121 and the first inner module 131. The first locking member 15 may be a conventional bolt structure, but is not limited thereto.

Referring to fig. 2 and fig. 3, in the present embodiment, the first outer modules 121 are U-shaped, two first outer modules 121 are spliced to form a first outer frame structure, the first inner modules 131 are block-shaped, and four first inner modules 131 are sequentially spliced to form a first inner frame structure. However, the structures of the first outer module 121 and the first inner module 131 are not limited thereto. Further, a first groove 122 is formed in the first outer frame 12, and the template 4 is inserted into the first groove 122, so that the template 4 is positioned. Specifically, the first groove 122 is disposed on the first outer module 121, but not limited thereto.

Referring to fig. 4 and 5, the second hoop device 2 includes a second outer frame 22 and a second inner frame 23, the second outer frame 22 has a plurality of second outer half holes 241, the second inner frame 23 has a plurality of second inner half holes 242, the second outer frame 22 is detachably connected to the second inner frame 23, the second outer frame 22 is located outside the second inner frame 23, the second outer half holes 241 and the second inner half holes 242 are spliced to form a second insertion hole 24, and the second tightly-pushing member 21 is movably inserted into the second outer frame 22; the second jacking component 21 is moved to extend into or withdraw from the second insertion hole 24 so as to jack or loosen the reinforcing steel bar element 3 in the second insertion hole 24. Specifically, the second outer frame 22 includes a second outer module 221, a plurality of second outer modules 221 are spliced to form a second outer frame structure, the second inner frame 23 includes a second inner module 231, a plurality of second inner modules 231 are spliced to form a second inner frame structure, and the second outer module 221 is detachably connected to the second inner module 231. More specifically, a second locking member 25 is disposed between the second outer module 221 and the second inner module 231, and the second outer module 221 and the second inner module 231 are locked or unlocked by the second locking member 25, so as to fix or detach the second outer module 221 and the second inner module 231. The second locking member 25 may be a conventional bolt structure, but is not limited thereto.

Referring to fig. 4 and 5, in the present embodiment, the second outer module 221 is U-shaped, two second outer modules 221 are connected to form a second outer frame structure, the second inner module 231 is block-shaped, and four second inner modules 231 are connected to form a second inner frame structure. Further, a second groove 222 is formed in the second outer frame 22, and the template 4 is inserted into the second groove 222, so as to position the template 4. Specifically, the second groove 222 is disposed on the second outer module 221, but not limited thereto.

Referring to fig. 4, a lifting lug 26 is disposed on the second hoop device 2. The integral vertical main body structure 100 for cage mold assembly of the present invention can be conveniently hung up by the lifting lugs 26. Specifically, the lifting lugs 26 are disposed on the second outside module 221, and the number of the lifting lugs 26 is four, but not limited thereto.

Referring to fig. 1 and 7, the integral vertical main body structure 100 for cage form assembly of the present invention further includes a steel bar base 5, and one end of the steel bar member 3 is abutted against the steel bar base 5. Specifically, a plurality of protrusions 51 are convexly disposed on the upper surface 52 of the steel bar tire seat 5, and each steel bar 3 is pressed against the protrusions 51 or the upper surface 52 of the steel bar tire seat 5 in a staggered manner. Through setting up reinforcing bar child seat 5, realize the dislocation between adjacent longitudinal reinforcement spare 3 to satisfy the requirement of adjacent vertical steel bar joint 201 area percentage.

Referring to fig. 6, the utility model discloses an integral vertical major structure 100 of cage mould assembly still includes stirrup 6, and a plurality of stirrup 6 encloses the outside of locating stirrup 6 along the length direction ligature in reinforcement 3 of reinforcement 3, template 4. And the steel bar piece 3 is also provided with a plurality of protective layer cushion blocks 7. Through set up stirrup 6 and protective layer cushion 7 on rebar piece 3 to form shaping framework of steel reinforcement, and the thickness of the protective layer of the integral vertical major structure 100 of steerable cage mould assembly.

Referring to fig. 1 to 10, in an embodiment, a construction method of assembling the integral vertical main body structure 100 with the cage form of the present invention includes the following steps:

s11, providing a first hoop device 1, a second hoop device 2 and reinforcement pieces 3, where the first hoop device 1 has a plurality of first jacks 14 along the circumferential direction, the second hoop device 2 has a plurality of second jacks 24 corresponding to the first jacks 14 along the circumferential direction, and the reinforcement pieces 3 are inserted into the first jacks 14 and the second jacks 24;

s12, arranging a plurality of first tightening top pieces 11 on the first hoop device 1, arranging a plurality of second tightening top pieces 21 on the second hoop device 2, and tightening the first tightening top pieces 11 against the steel bar pieces 3 in the first jacks 14;

s13, the second hoop device 2 is stroked down from the reinforcing steel bar piece 3, the template 4 is sleeved outside the reinforcing steel bar piece 3, the second hoop device 2 is sleeved on the reinforcing steel bar piece 3 through the second insertion hole 24, the second tight-jacking piece 21 is tightly jacked on the reinforcing steel bar piece 3 in the second insertion hole 24, and the template 4 is positioned between the first hoop device 1 and the second hoop device 2, so that the cage-mold assembly integral type vertical main body structure 100 is formed;

s14, hoisting the cage die assembly integral type vertical main body structure 100 to a steel bar joint 201 reserved on a construction working face, and binding or connecting the cage die assembly integral type vertical main body structure 100 and the steel bar joint 201 by straight threads in the longitudinal direction;

s15, driving the first tightening top piece 11 to loosen the steel bar piece 3, removing the first hoop device 1, dropping the template 4 on a construction working surface, driving the second tightening top piece 21 to loosen the steel bar piece 3, and removing the second hoop device 2;

and S16, sealing the slurry at the contact part of the template 4 and the construction working face.

In S13, the form 4 is an FRP plate, but not limited thereto.

Referring to fig. 1 to 10, in another embodiment, the construction method of the cage form assembled integral vertical main body structure 100 of the present invention includes the following steps:

s21, providing a first hoop device 1, a second hoop device 2 and reinforcement pieces 3, where the first hoop device 1 has a plurality of first jacks 14 along the circumferential direction, the second hoop device 2 has a plurality of second jacks 24 corresponding to the first jacks 14 along the circumferential direction, and the reinforcement pieces 3 are inserted into the first jacks 14 and the second jacks 24; arranging a steel bar base 5, wherein a plurality of bulges 51 are convexly arranged on the upper surface 52 of the steel bar base 5, and each steel bar piece 3 is pressed against the bulges 51 or the upper surface 52 of the steel bar base 5 in a staggered manner so as to meet a certain joint rate;

s22, arranging a plurality of first tightening top pieces 11 on the first hoop device 1, arranging a plurality of second tightening top pieces 21 on the second hoop device 2, and tightening the first tightening top pieces 11 against the steel bar pieces 3 in the first jacks 14; binding the stirrups 6 on the reinforcing steel bar pieces 3 along the length direction of the reinforcing steel bar pieces 3, and arranging the protective layer cushion blocks 7 on the reinforcing steel bar pieces 3 to form a formed reinforcing steel bar framework;

s23, the second hoop device 2 is stroked down from the reinforcing steel bar piece 3, the template 4 is sleeved outside the reinforcing steel bar piece 3, the second hoop device 2 is sleeved on the reinforcing steel bar piece 3 through the second insertion hole 24, the second tight-jacking piece 21 is tightly jacked on the reinforcing steel bar piece 3 in the second insertion hole 24, and the template 4 is positioned between the first hoop device 1 and the second hoop device 2, so that the cage-mold assembly integral type vertical main body structure 100 is formed;

s24, hoisting the cage die assembly integral type vertical main body structure 100 to a steel bar joint 201 reserved on a construction working face, and binding or connecting the cage die assembly integral type vertical main body structure 100 and the steel bar joint 201 by straight threads in the longitudinal direction;

s25, driving the first tightening top piece 11 to loosen the steel bar piece 3, removing the first hoop device 1, dropping the template 4 on a construction working surface, driving the second tightening top piece 21 to loosen the steel bar piece 3, and removing the second hoop device 2;

and S26, sealing the slurry at the contact part of the template 4 and the construction working face.

In S23, the form 4 is an FRP plate, but not limited thereto.

Referring to fig. 1 to 10, in another embodiment, the construction method of the cage form assembled integral vertical main body structure 100 of the present invention includes the following steps:

s31, providing a first hoop device 1, a second hoop device 2 and a reinforcement member 3, where the first hoop device 1 includes a first outer frame 12 and a first inner frame 13, the first outer frame 12 has a plurality of first outer half holes 141, the first inner frame 13 has a plurality of first inner half holes 142, and the first outer frame 12 and the first inner frame 13 are detachably connected to each other, so that the first outer half holes 141 and the first inner half holes 142 are spliced to form a first jack 14, and the first outer frame 12 is provided with a first groove 122; the second hoop device 2 comprises a second outer frame 22 and a second inner frame 23, the second outer frame 22 has a plurality of second outer half holes 241, the second inner frame 23 has a plurality of second inner half holes 242, the second outer frame 22 and the second inner frame 23 are detachably connected, so that the second outer half holes 241 and the second inner half holes 242 are spliced to form a second jack 24, and the second outer frame 22 is provided with a second groove 222; inserting a plurality of reinforcing steel bar pieces 3 into the first insertion holes 14 and the second insertion holes 24; arranging a steel bar base 5, wherein a plurality of bulges 51 are convexly arranged on the upper surface 52 of the steel bar base 5, and each steel bar piece 3 is pressed against the bulges 51 or the upper surface 52 of the steel bar base 5 in a staggered manner so as to meet a certain joint rate;

s32, movably inserting the first top tightening member 11 into the first outer frame 12 such that the first top tightening member 11 can extend into or withdraw from the first insertion hole 14, movably inserting the second top tightening member 21 into the second outer frame 22 such that the second top tightening member 21 can extend into or withdraw from the second insertion hole 24, and tightly pressing the first top tightening member 11 against the reinforcement member 3 in the first insertion hole 14; binding the stirrups 6 on the reinforcing steel bar pieces 3 along the length direction of the reinforcing steel bar pieces 3, and arranging the protective layer cushion blocks 7 on the reinforcing steel bar pieces 3 to form a formed reinforcing steel bar framework;

s33, the second hoop device 2 is stroked down from the reinforcement member 3, the formwork 4 is sleeved outside the reinforcement member 3, the second hoop device 2 is sleeved on the reinforcement member 3 through the second insertion hole 24, and two ends of the formwork 4 are respectively inserted into the first groove 122 and the second groove 222 to nest and fix the formwork 4; tightly pressing the second tightly pressing piece 21 against the reinforcing steel bar piece 3 positioned in the second insertion hole 24, thereby forming the cage-mold assembled integral-type vertical main body structure 100;

s34, hoisting the cage die assembly integral type vertical main body structure 100 to a steel bar joint 201 reserved on a construction working face, and binding or connecting the cage die assembly integral type vertical main body structure 100 and the steel bar joint 201 by straight threads in the longitudinal direction;

s35, driving the first tightening top piece 11 to loosen the steel bar piece 3, and detaching the first outer side frame piece 12 and the first inner side frame piece 13 to detach the first hoop device 1; the template 4 is put on a construction working face; driving the second top tightening piece 21 to loosen the steel bar piece 3, and detaching the second outer side frame piece 22 and the second inner side frame piece 23 to remove the second hoop device 2;

s36, performing slurry sealing treatment at the contact position of the template 4 and the construction working surface, arranging a support frame 202 at the bottom of the template 4, arranging a column base 203 around the template 4, sleeving a sleeve 204 on the template 4, and connecting a support rod 205 between the column base 203 and the sleeve 204;

s37, repeat S34 through S36.

Wherein, more specifically, in S31, the first outer frame member 12 includes a first outer module 121, a plurality of first outer modules 121 are spliced and formed into a first outer frame structure, the first inner frame member 13 includes a first inner module 131, a plurality of first inner modules 131 are spliced and formed into a first inner frame structure, and the first outer module 121 and the first inner module 131 are locked together by a first locking member 15; the second outer frame member 22 includes a second outer block 221, a plurality of second outer blocks 221 are coupled to form a second outer frame structure, the second inner frame member 23 includes a second inner block 231, a plurality of second inner blocks 231 are coupled to form a second inner frame structure, and the second outer block 221 and the second inner block 231 are locked together by a second locking member 25. In S33, the form 4 is an FRP plate, but not limited thereto. In S35, the first outer frame member 12 and the first inner frame member 13 are detached by unlocking the first outer module 121 and the first inner module 131 by the first locking member 15; the second outer block 221 and the second inner block 231 are unlocked by the second locking member 25, and the second outer frame 22 and the second inner frame 23 are detached.

To sum up, first, the utility model discloses an integral vertical major structure 100 of cage mould assembly becomes whole with template 4 and the combination of reinforcement piece 3, can become the post cage mould prefab of self-balancing at the integrated preparation of mill (nomadic production), realizes the transformation of the abominable construction environment of traditional post reinforcement ligature (construction working face) to indoor environment, and the prefab production degree of difficulty is low, can realize prefab industrial production, reduction in production cost alleviates the on-the-spot amount of labour and drops into, reduces the build-up time. Second, the utility model discloses utilize first staple bolt device 1 and second staple bolt device 2, adopt first tight liftout 11 and the tight liftout 21 of second tightly to push up and be fixed in on the reinforcing bar spare 3, need not the ligature, improved work efficiency, and avoided traditional ligature steel reinforcement skeleton handling process to take place displacement, warp, distortion, dislocation, the scheduling problem that drops. Thirdly, the formed cage mould prefabricated member can improve the engineering quality, and the hoops and the plastic cushion blocks enable the steel bar spacing of the cage mould prefabricated member and the thickness of the protective layer between the steel bars and the template 4 to realize uniform specification. Fourthly, the molded cage mould prefabricated member is transported to a construction site, hoisting is completed, the weight of the member is only 1/8 of the existing precast concrete column solid member, the strength of the member is high, and quick installation is realized. Fifthly, concrete is poured at one time, the integrated cage mould prefabricated member forms a self-balancing stable system to bear construction load, supporting construction is greatly simplified, integrity and connection safety are completely consistent with those of a traditional cast-in-place structure, the cast-in-place structure is identical to the traditional cast-in-place structure, the cast-in-place structure has the characteristics of no building template 4 and no building rubbish, meanwhile, the cast-in-place structure has good compatibility with the concrete, and the structure cannot be influenced. Sixthly, the template 4 is an FRP plate which can greatly improve the strength of the reinforced concrete member, is not dismantled after construction, is integrated with the main structure, and the outer vertical surfaces of the FRP column cage mould system are all glass fiber reinforced plastic smooth walls (which can be treated by paraffin or gel coat), and has good surface leveling effect (the paint adhesion is poor, but the problem of the outer decorative surface can be solved by thin pasting or veneer cavity wrapping). And seventhly, the FRP and the reinforced concrete structure are combined, so that the bearing capacity of the structure can be greatly improved, the design section of the member can greatly reduce the measure expense of the traditional template 4, and the related total manufacturing cost is easily accepted by a construction party comprehensively. And eighth, the FRP cage mould system solves the important problem that the evaluation score of the vertical member in the evaluation standard of the fabricated building is difficult to obtain, and meets the evaluation guide rule requirement of the fabricated building. And ninth, the FRP column cage mould system is bold, particularly for construction, two problems of concrete structure reinforcing steel bars and template 4 field manufacturing are solved, occupation of the project on a construction working surface is greatly reduced, and the time limit of a key project is shortened.

The above disclosure is only a preferred embodiment of the present invention, and the scope of the claims of the present invention should not be limited thereby, and all the equivalent changes made in the claims of the present invention are intended to be covered by the present invention.

Claims (17)

1. The cage die assembly integrated vertical main body structure is characterized by comprising a first hoop device, a second hoop device, a steel bar piece and a template, wherein the first hoop device and the second hoop device are arranged at intervals, the first hoop device is provided with a plurality of first jacks along the circumferential direction, the second hoop device is provided with a plurality of second jacks corresponding to the first jacks along the circumferential direction, and the steel bar piece is inserted into the first jacks and the second jacks; the first hoop device is provided with a plurality of first tightly-jacking pieces, the first tightly-jacking pieces can tightly jack or loosen the steel bar pieces in the first jack, the second hoop device is provided with a plurality of second tightly-jacking pieces, and the second tightly-jacking pieces can tightly jack or loosen the steel bar pieces in the second jack; the template is sleeved on the outer side of each reinforcing steel bar piece, and the template is connected between the first hoop device and the second hoop device.

2. The cage form assembled integral vertical main body structure of claim 1, wherein the first hoop device comprises a first outer frame member and a first inner frame member, the first outer frame member has a plurality of first outer half holes, the first inner frame member has a plurality of first inner half holes, the first outer frame member is detachably connected with the first inner frame member, the first outer frame member is located on the outer side of the first inner frame member, the first outer half holes are spliced with the first inner half holes to form the first insertion holes, and the first top tightening member is movably inserted on the first outer frame member; the first jacking piece moves to stretch into or withdraw from the first jack so as to jack or loosen the steel bar piece in the first jack.

3. A cage die assembled monolithic vertical body structure according to claim 2, wherein said first outer side frame member comprises a first outer die block, a plurality of said first outer die blocks being spliced together and forming a first outer frame structure, and said first inner side frame member comprises a first inner die block, a plurality of said first inner die blocks being spliced together and forming a first inner frame structure, said first outer die block being detachably connected to said first inner die block.

4. The cage form assembled monolithic vertical body structure of claim 3, wherein a first locking member is provided between the first outer module and the first inner module, and the first outer module and the first inner module are locked or unlocked by the first locking member to fix or detach the first outer module and the first inner module.

5. The cage die assembled integral vertical main body structure according to claim 3, wherein the first outer die block is of a U-shaped structure, two first outer die blocks are spliced to form the first outer frame structure, the first inner die block is of a block structure, and four first inner die blocks are sequentially spliced to form the first inner frame structure.

6. The cage form assembled integral vertical main body structure of claim 2, wherein the first outer side frame member is provided with a first groove, and the formwork is inserted into the first groove.

7. The cage form assembled integral vertical main body structure of claim 1, wherein the second hoop device comprises a second outer frame member and a second inner frame member, the second outer frame member has a plurality of second outer half holes, the second inner frame member has a plurality of second inner half holes, the second outer frame member is detachably connected with the second inner frame member, the second outer frame member is located on the outer side of the second inner frame member, the second outer half holes are spliced with the second inner half holes to form the second insertion holes, and the second top tightening member is movably inserted on the second outer frame member; the second jacking piece moves to stretch into or withdraw from the second jack so as to jack or loosen the steel bar piece in the second jack.

8. A cage form fabricated unitary vertical body structure according to claim 7, wherein said second outer frame member comprises a second outer mold block, a plurality of said second outer mold blocks being spliced together to form a second outer frame structure, said second inner frame member comprises a second inner mold block, a plurality of said second inner mold blocks being spliced together to form a second inner frame structure, said second outer mold block being detachably connected to said second inner mold block.

9. The cage form assembled monolithic vertical body structure of claim 8, wherein a second locking member is provided between the second outer module and the second inner module, and the second locking member locks or unlocks the second outer module and the second inner module to fix or disassemble the second outer module and the second inner module.

10. The cage die fabricated integral vertical body structure of claim 8, wherein the second outer die block is of a U-shaped configuration, two of the second outer die blocks are spliced to form the second outer frame structure, the second inner die block is of a block-shaped configuration, and four of the second inner die blocks are sequentially spliced to form the second inner frame structure.

11. The cage form assembled integral vertical body structure of claim 7, wherein a second groove is formed in the second outer frame member, and the formwork is inserted into the second groove.

12. The cage die assembly integrated vertical main body structure of claim 1, wherein a lifting lug is arranged on the second hoop device.

13. The cage form assembled monolithic vertical body structure of claim 1, wherein the formwork is an FRP panel.

14. The cage form assembled integral vertical main body structure of claim 1, further comprising a steel bar base, wherein one end of the steel bar piece is abutted against the steel bar base.

15. The cage form assembled integral vertical main body structure of claim 14, wherein a plurality of protrusions are convexly arranged on the upper surface of the steel bar tire seat, and each steel bar piece is supported against the protrusions or the upper surface of the steel bar tire seat in a staggered manner.

16. The cage die assembly integrated vertical main body structure of claim 1, further comprising stirrups, wherein a plurality of stirrups are bound to the outer sides of the reinforcing steel bars along the length direction of the reinforcing steel bars, and the templates are enclosed on the outer sides of the stirrups.

17. The cage form assembled integral vertical main body structure of claim 1, wherein a plurality of protective layer cushion blocks are arranged on the reinforcing steel bar piece.

Images