CN212507375U - Cast-in-place pouring mould and pouring body of prefabricated building - Google Patents

Cast-in-place pouring mould and pouring body of prefabricated building Download PDF

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Publication number
CN212507375U
CN212507375U CN202020557056.8U CN202020557056U CN212507375U CN 212507375 U CN212507375 U CN 212507375U CN 202020557056 U CN202020557056 U CN 202020557056U CN 212507375 U CN212507375 U CN 212507375U
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China
Prior art keywords
component
cast
wall
hooking
place
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Expired - Fee Related
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CN202020557056.8U
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Chinese (zh)
Inventor
王浩
杨松林
郭仲强
赵漪
潘辽
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Guangxi Construction Engineering Fifth Construction Engineering Group Co ltd
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Fifth Construction Engineering Co of Guangxi Construction Engineering Group
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Priority to CN202020557056.8U priority Critical patent/CN212507375U/en
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Abstract

The utility model relates to the technical field of constructional equipment for buildings, in particular to an assembly type cast-in-place pouring mold and a pouring body for buildings, which comprises a side mold and a side mold reinforcing device, wherein the side mold reinforcing device comprises a detachable connecting piece, a side mold mounting position, a hooking component for hooking external wall reinforcing steel bars and a reinforcing component; the hooking component comprises a hook and a hooking pull rod, the hook is welded at one end of the hooking pull rod, the reinforcing component comprises a base plate, a reinforcing nut and an end screw rod, the reinforcing nut is connected with the end screw rod in a matching mode, the detachable connecting piece and the base plate are respectively positioned at two sides of the side die mounting position, the side die is arranged at the side die mounting position, and the base plate is attached to one side of the side die; the hooking pull rod and the end screw rod are detachably connected through a detachable connecting piece. The utility model discloses a cast-in-place pouring mould of assembled building and the body of casting, the side forms are easily fixed to the phenomenon that rises the mould and leak thick liquid appears when reducing or avoiding pouring, has improved the quality of pouring of the cast-in-place pouring body of overlap joint.

Description

Cast-in-place pouring mould and pouring body of prefabricated building
Technical Field
The utility model relates to a technical field is equipped to the structure for the building, especially relates to cast-in-place pouring mould of assembled building and the body of pouring.
Background
At present, green energy-saving buildings and assembly type buildings are vigorously advocated by the nation, and PC components in the building industry are more and more widely applied. The PC component is generally a prefabricated concrete component and can be used as an outer wall and a laminated slab; in the assembly type building PC structure, a side formwork needs to be erected at the lap joint of an outer wall PC component and a laminated slab PC component for concrete cast-in-place, and in the prior art, the side formwork at the lap joint is not easy to fix, and the formwork is easy to expand and slurry leaks, so that the cast-in-place concrete is unqualified in quality.
Therefore, it is necessary to provide a cast-in-place casting mold and a cast-in-place body for an assembly type building, which are easy to fix side molds and high in casting quality of cast-in-place concrete at the lap joint.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a cast-in-place pouring mould of assembled building to prior art not enough, easily fixed, the high quality of pouring of overlap joint cast in situ concrete.
In order to achieve the purpose, the cast-in-place casting mold for the fabricated building comprises a side mold and a side mold reinforcing device, wherein the lower end part of the side mold is used for being attached to the outer wall of the upper end part of the PC component on the outer wall; the side formwork reinforcing device comprises a detachable connecting piece, a side formwork mounting position, a hooking component for hooking external outer wall steel bars and a reinforcing component for connecting the side formwork; the hooking component comprises a hook and a hooking pull rod, the hook is welded at one end of the hooking pull rod, the reinforcing component comprises a base plate, a reinforcing nut and an end screw rod, the reinforcing nut is connected with the end screw rod in a matching mode, the base plate is sleeved on the end screw rod and arranged on one side of the reinforcing nut, the detachable connecting piece and the base plate are respectively located on two sides of the side die mounting position, the side die is arranged on the side die mounting position, and the base plate is attached to one side of the side die; the hooking pull rod and the end screw rod are detachably connected through a detachable connecting piece.
Furthermore, the detachable connecting piece comprises a connecting nut piece, the other end of the hooking pull rod is in threaded connection with the connecting nut piece, and one end of the end screw rod is in threaded connection with the connecting nut piece.
Furthermore, the outer wall of the detachable connecting piece is provided with more than two anti-rotation ribs, the inner wall of the detachable connecting piece is provided with internal threads, and the hooking pull rod and the end screw rod are detachably connected through the internal threads.
Furthermore, the cross section of the detachable connecting piece is in a hollow cross shape.
Further, the outer diameter of the end of the connecting nut member near the hook is smaller than the outer diameter of the end near the backing plate.
Furthermore, still include the cylinder cover, the inside of cylinder cover is provided with along the cross gomphosis groove that the axial runs through, the cylinder cover is worn to locate by the hook pull rod, and the outer wall gomphosis of detachable connecting piece is in cross gomphosis groove.
The utility model discloses a cast-in-place pouring mould of assembly type structure's beneficial effect: the utility model discloses a cast-in-place pouring mould of assembled building, the side forms of overlap joint cast in situ concrete that side forms installation position is used for installing design outer wall PC component and superimposed sheet PC component, the crotch is used for hooking the outer wall reinforcing bar that outer wall PC component was reserved, the end screw rod passes the side forms, the side forms is easily fixed, it compresses tightly the backing plate with the side forms and is fixed in the set position to consolidate the nut, thereby realize being fixed in outer wall PC component with the side forms, avoid or reduce the phenomenon that the side forms warp when concreting appears, thereby the phenomenon appearance that rises the mould and leak thick liquid when reducing or avoiding concreting, the quality of pouring of overlap joint cast in situ concrete has been improved.
Another object of the utility model is to provide a cast-in-place pouring body of prefabricated building to prior art's not enough, it has the tie point of screw thread to reserve, easily fixes side forms and other screw thread adapting unit.
In order to achieve the purpose, the utility model discloses a cast-in-place pouring body of fabricated building, including outer wall PC component and superimposed sheet PC component, use cast-in-place pouring mould of fabricated building to pour and shape, outer wall PC component extends in the vertical direction, superimposed sheet PC component level is placed, one end overlap joint in the upper end of outer wall PC component of superimposed sheet PC component; the concrete casting comprises a horizontal part and a sinking extension part, the horizontal part is poured above the PC member of the composite slab, and the sinking extension part is poured above the PC member of the outer wall; the composite slab PC component is provided with truss steel bars poured inside the cast-in-place concrete part, and the outer wall PC component is provided with outer wall steel bars poured inside the cast-in-place concrete part; the hook holding component comprises a hook and a hook holding pull rod, the hook is welded at one end of the hook holding pull rod, and the hook is hooked to the external wall steel bar; the hooking component also comprises a connecting nut piece, and one end of the connecting nut piece is in threaded connection with the hooking pull rod.
Furthermore, the horizontal part and the sinking extension part are integrally poured on the molded parts above the outer wall PC member and the laminated slab PC member.
The utility model discloses a cast-in-place pouring body's of assembly type structure beneficial effect: the utility model discloses a cast-in-place pouring body of assembly type structure, it has the threaded connection point to reserve, easily fixes side forms and other screw thread adapting unit.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is the schematic structural diagram of the side forms and the side form reinforcing apparatus of the present invention.
Fig. 3 is a schematic perspective view of the cylindrical sleeve of the present invention.
Fig. 4 is a right-side view structural schematic diagram of the cylindrical sleeve of the present invention.
The reference numerals include:
0-side die
1-Detachable connecting piece 2-side die mounting position
3-hooking component 31-hook 32-hooking pull rod
4-reinforcing component
41-backing plate 42-reinforcing nut 43-end screw rod
5-cylindrical sleeve 51-cross tabling groove
6-outer wall PC component 61-outer wall steel bar
7-laminated plate PC component 71-truss steel bar
8-cast-in-place concrete member 81-horizontal portion 82-sunken extension.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1 to 4, the cast-in-place casting mold for fabricated buildings of the present invention comprises a side mold 0 and a side mold 0 reinforcing device, wherein the lower end of the side mold 0 is used for being attached to the outer wall of the upper end of the outer wall PC component 6; the side form 0 reinforcing device comprises a detachable connecting piece 1, a side form mounting position 2, a hooking component 3 for hooking an external wall steel bar 61 and a reinforcing component 4 for connecting the side form 0; the hooking component 3 comprises a hook 31 and a hooking pull rod 32, the hook 31 is welded at one end of the hooking pull rod 32, the reinforcing component 4 comprises a backing plate 41, a reinforcing nut 42 and an end screw 43, the reinforcing nut 42 is connected with the end screw 43 in a matching mode, the backing plate 41 is sleeved on the end screw 43 and is arranged on one side of the reinforcing nut 42, the detachable connecting piece 1 and the backing plate 41 are respectively positioned on two sides of the side die mounting position 2, the side die 0 is arranged on the side die mounting position 2, and the backing plate 41 is attached to one side of the side die 0; the hooking link 32 and the end screw 43 are detachably connected by the detachable connecting member 1.
The utility model discloses a cast-in-place pouring mould of assembled building, side forms installation position 2 is used for installing design outer wall PC component 6 and superimposed sheet PC component 7's overlap joint cast in situ concrete's side forms 0, crotch 31 is used for hooking outer wall reinforcing bar 61 that outer wall PC component 6 reserved, end screw 43 passes side forms 0, side forms 0 is easily fixed, it compresses tightly backing plate 41 and compresses tightly side forms 0 and be fixed in the default position to consolidate nut 42, thereby realize being fixed in outer wall PC component 6 with side forms 0, avoid or reduce the phenomenon that side forms 0 warp appears when concreting, thereby the phenomenon that rises mould and leak thick liquid appears when reducing or avoiding pouring, the quality of pouring of overlap joint cast in situ concrete has been improved.
Further, the detachable connecting member 1 includes a connecting nut member, the other end of the hooking rod 32 is screw-connected to the connecting nut member, and one end of the end screw 43 is screw-connected to the connecting nut member. The utility model discloses a cast-in-place pouring mould of assembly type structure, coupling nut spare are general, and are with low costs.
Further, the outer wall of the detachable connecting piece 1 is provided with more than two anti-rotation ribs, the inner wall of the detachable connecting piece 1 is provided with internal threads, and the hooking pull rod 32 and the end screw 43 are detachably connected through the internal threads. The utility model discloses a cast-in-place pouring mould of assembly type structure prevents that the rib can imbed the concrete after pouring the shaping, can avoid the coupling nut spare to rotate when dismantling reinforcement assembly 4, avoids demolising the coupling nut spare, and the coupling nut spare that leaves can be used as follow-up fixed connection point of installing glass curtain wall.
Further, the cross section of the detachable connecting piece 1 is in a hollow cross shape. The utility model discloses a cast-in-place pouring mould of assembly type structure can dismantle connecting piece 1 and pour back can not rotate in the concrete.
Further, the outer diameter of the end of the coupling nut member near the hook 31 is smaller than the outer diameter of the end near the backing plate 41. The utility model discloses a cast-in-place pouring mould of assembly type structure, the concrete connection after connecting nut spare and pouring is stable.
Further, the detachable connecting piece also comprises a cylindrical sleeve 5, a cross-shaped embedding groove 51 which penetrates through the cylindrical sleeve 5 along the axial direction is formed in the cylindrical sleeve 5, the hooking pull rod 32 penetrates through the cylindrical sleeve 5, and the outer wall of the detachable connecting piece 1 is embedded in the cross-shaped embedding groove 51. The utility model discloses a cast-in-place pouring mould of assembly type structure, 5 outer wall covers of cylinder cover have the barrier paper, and after pouring the shaping, cylinder cover 5 easily breaks away from the barrier paper to make cylinder cover 5 and can dismantle connecting piece 1 and easily break away from the concrete after pouring, make can dismantle connecting piece 1 use of can changeing the scene.
The utility model discloses an assembly type building cast-in-place pouring body, including outer wall PC component 6 and superimposed sheet PC component 7, use assembly type building cast-in-place pouring mould to pour and shape, outer wall PC component 6 extends in the vertical direction, superimposed sheet PC component 7 is placed horizontally, and one end overlap joint of superimposed sheet PC component 7 is in the upper end of outer wall PC component 6; the concrete casting comprises a horizontal part 81 and a sinking extension part 82, wherein the horizontal part 81 is cast above the composite slab PC member 7, and the sinking extension part 82 is cast above the outer wall PC member 6; the composite slab PC member 7 is provided with truss reinforcements 71 cast inside the cast-in-place concrete 8, and the outer wall PC member 6 is provided with outer wall reinforcements 61 cast inside the cast-in-place concrete 8; the hook-holding component 3 is poured inside the sunken extension part 82, the hook-holding component 3 comprises a hook 31 and a hook-holding pull rod 32, the hook 31 is welded at one end of the hook-holding pull rod 32, and the hook 31 is hooked on the outer wall steel bar 61; the hooking member 3 further comprises a coupling nut member having one end screw-coupled with the hooking rod 32. The utility model discloses a cast-in-place pouring body of assembly type structure easily pours, and the other end of coupling nut spare can be used to installation glass curtain wall skeleton etc. after pouring the shaping. The utility model discloses a cast-in-place pouring body of assembly type structure, it has the threaded connection point to reserve, easily fixes 0 and other screw thread adapting unit of side forms. The truss reinforcement 71 is poured into the cast-in-place concrete 8, and the cast-in-place concrete 8 is connected and fastened to the composite slab PC member 7.
Further, the horizontal portion 81 and the sunken extension portion 82 are integrally cast on the outer wall PC member 6 and the laminated plate PC member 7.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the effectiveness of the prior art and has practicability, and thus it is a product with practical value.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.

Claims (8)

1. Cast-in-place pouring mould of prefabricated building, its characterized in that: the side formwork reinforcing device comprises a side formwork and a side formwork reinforcing device, wherein the lower end part of the side formwork is used for being attached to the outer wall of the upper end part of the outer wall PC component;
the side formwork reinforcing device comprises a detachable connecting piece, a side formwork mounting position, a hooking component for hooking external outer wall steel bars and a reinforcing component for connecting the side formwork; the hooking component comprises a hook and a hooking pull rod, the hook is welded at one end of the hooking pull rod, the reinforcing component comprises a base plate, a reinforcing nut and an end screw rod, the reinforcing nut is connected with the end screw rod in a matching mode, the base plate is sleeved on the end screw rod and arranged on one side of the reinforcing nut, the detachable connecting piece and the base plate are respectively located on two sides of the side die mounting position, the side die is arranged on the side die mounting position, and the base plate is attached to one side of the side die; the hooking pull rod and the end screw rod are detachably connected through a detachable connecting piece.
2. The cast-in-place casting mold for fabricated buildings according to claim 1, characterized in that: the detachable connecting piece comprises a connecting nut piece, the other end of the hooking pull rod is in threaded connection with the connecting nut piece, and one end of the end screw rod is in threaded connection with the connecting nut piece.
3. The cast-in-place casting mold for fabricated buildings according to claim 1, characterized in that: the outer wall of the detachable connecting piece is provided with more than two anti-rotation ribs, the inner wall of the detachable connecting piece is provided with internal threads, and the hooking pull rod and the end screw rod are detachably connected through the internal threads.
4. The cast-in-place casting mold for fabricated buildings according to claim 3, characterized in that: the cross section of the detachable connecting piece is in a hollow cross shape.
5. The cast-in-place casting mold for fabricated buildings according to claim 2, characterized in that: the outer diameter of one end of the connecting nut piece close to the hook is smaller than that of one end close to the backing plate.
6. The cast-in-place casting mold for fabricated buildings according to claim 4, wherein: still include the cylinder cover, the inside of cylinder cover is provided with along the cross gomphosis groove that the axial runs through, the cylinder cover is worn to locate by the hook pull rod, and the outer wall gomphosis of detachable connecting piece is in cross gomphosis groove.
7. Cast-in-place pouring body of assembled building, including outer wall PC component and superimposed sheet PC component, its characterized in that: pouring and forming by using the cast-in-place pouring mold of the prefabricated building as claimed in any one of claims 1 to 6, wherein the outer wall PC component extends in the vertical direction, the laminated slab PC component is horizontally placed, and one end of the laminated slab PC component is lapped on the upper end part of the outer wall PC component;
the concrete casting comprises a horizontal part and a sinking extension part, the horizontal part is poured above the PC member of the composite slab, and the sinking extension part is poured above the PC member of the outer wall;
the composite slab PC component is provided with truss steel bars poured inside the cast-in-place concrete part, and the outer wall PC component is provided with outer wall steel bars poured inside the cast-in-place concrete part;
the hook holding component comprises a hook and a hook holding pull rod, the hook is welded at one end of the hook holding pull rod, and the hook is hooked to the external wall steel bar;
the hooking component also comprises a connecting nut piece, and one end of the connecting nut piece is in threaded connection with the hooking pull rod.
8. The fabricated building cast-in-place casting according to claim 7, wherein: the horizontal part and the sinking extension part are integrally poured on the molded parts above the outer wall PC component and the laminated slab PC component.
CN202020557056.8U 2020-04-15 2020-04-15 Cast-in-place pouring mould and pouring body of prefabricated building Expired - Fee Related CN212507375U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020557056.8U CN212507375U (en) 2020-04-15 2020-04-15 Cast-in-place pouring mould and pouring body of prefabricated building

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Application Number Priority Date Filing Date Title
CN202020557056.8U CN212507375U (en) 2020-04-15 2020-04-15 Cast-in-place pouring mould and pouring body of prefabricated building

Publications (1)

Publication Number Publication Date
CN212507375U true CN212507375U (en) 2021-02-09

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111519899A (en) * 2020-04-15 2020-08-11 广西建工集团第五建筑工程有限责任公司 Cast-in-place casting mold and casting body for prefabricated building and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111519899A (en) * 2020-04-15 2020-08-11 广西建工集团第五建筑工程有限责任公司 Cast-in-place casting mold and casting body for prefabricated building and construction method thereof

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GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region

Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd.

Address before: 545006 No. 167, east ring Avenue, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region

Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210209