CN110757626A - Prefabricated building tower footing preparation mould - Google Patents
Prefabricated building tower footing preparation mould Download PDFInfo
- Publication number
- CN110757626A CN110757626A CN201911021391.4A CN201911021391A CN110757626A CN 110757626 A CN110757626 A CN 110757626A CN 201911021391 A CN201911021391 A CN 201911021391A CN 110757626 A CN110757626 A CN 110757626A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a prefabricated building tower footing manufacturing mold which comprises a mold bottom plate, wherein mold side supporting plates which are distributed in a mirror image mode are arranged on the mold bottom plate, a mold top plate is arranged at one end of each mold side supporting plate, a steel bar support top plate is arranged at the other end of each mold side supporting plate, embedded pipe fixing rods are arranged at the upper ends of the mold side supporting plates, first supporting rails which are distributed in an array mode are arranged at the lower end of the mold bottom plate, second supporting rails which are distributed in an array mode are arranged at the lower end of the mold bottom plate, third supporting rails which are distributed in an array mode are arranged between the first supporting rails at the two ends of the mold side supporting plates, side clamping plate fixing plates which are distributed in an array mode are arranged on the two sides of. The mould is simple to operate, facilitates the manufacturing and hoisting of operators, improves the production efficiency, is quick to disassemble and assemble, reduces the labor intensity of the operators, is convenient to pre-embed and support, and reduces the working difficulty of the operators.
Description
Technical Field
The invention relates to the field of assembly type buildings, in particular to a prefabricated building tower footing manufacturing mold.
Background
Buildings assembled from prefabricated parts at the site are called fabricated buildings. The prefabricated member is divided into five types such as block building, plate building, box type building, skeleton plate building and rising-rise building according to the form and construction method of the prefabricated member, the assembly type building is planned to be comprehensively popularized from the whole nation in 2016 years, breakthrough progress is achieved, a large number of building parts of the assembly type building are produced and processed by workshops, and the types of the members mainly comprise: the side fascia, interior wallboard, superimposed sheet, the balcony, the air conditioner board, the stair, prefabricated beam, prefabricated post etc. on-the-spot a large amount of assembly jobs, the operation significantly reduces than original cast-in-place operation, adopt the building, the decoration integration design, the construction, the ideal condition is that the decoration can go on along with the main part construction is synchronous, the standardization of design and the informationization of management, the component is more standard, production efficiency is higher, corresponding component cost will descend, the digital management of cooperation mill, the cost performance of whole assembly type building can be higher and higher, accord with the requirement of green building, the carbon emission has been reduced. The main forming tool of the prefabricated building is the mold, the design of the mold determines the building efficiency of the prefabricated building, and the prefabricated building tower footing manufacturing mold is provided aiming at the condition.
Disclosure of Invention
The invention aims to provide a prefabricated building tower footing manufacturing die which is simple to operate, convenient for an operator to manufacture and lift, and capable of improving the production efficiency, meanwhile, the die is fast to detach and install, the labor intensity of the operator is reduced, the pre-buried support is convenient, and the working difficulty of the operator is reduced.
The purpose of the invention can be realized by the following technical scheme:
a prefabricated building tower footing manufacturing die comprises a die bottom plate, wherein die side supporting plates which are distributed in a mirror image mode are arranged on the die bottom plate, a die top plate is arranged at one end of each die side supporting plate, a steel bar support top plate is arranged at the other end of each die side supporting plate, embedded pipe fixing rods are arranged at the upper ends of the die side supporting plates, first supporting rails which are distributed in an array mode are arranged at the lower end of the die bottom plate, second supporting rails which are distributed in an array mode are arranged at the lower end of the die bottom plate, first mounting holes which are distributed in an array mode are further formed in the two sides of the die bottom plate, third supporting rails which are distributed in an array mode are further arranged between the first supporting rails at the two ends of the die side supporting plates, penetrating grooves which are distributed in an array mode are formed in the third supporting rails, first supporting transverse plates are arranged between the two middle first supporting rails, second supporting transverse plates which are distributed in an array mode are further, the two sides of the mould bottom plate are also provided with side clamping plate fixing plates which are distributed in an array manner, and a prefabricated tower footing is manufactured among the mould bottom plate, the mould side supporting plate, the mould top plate and the steel bar support top plate.
Further, mould collateral branch fagging one side is equipped with first lightweight groove, the lateral splint that array distribution still is equipped with in the outside of first lightweight groove one side, both sides all are equipped with the third mounting hole of array distribution about the first lightweight groove, first lightweight groove both sides are equipped with the fourth mounting hole of array distribution, be equipped with the second on the lateral splint and drag the dress hole, second drags the dress hole top and is equipped with the screw hole of array distribution, mould collateral branch fagging top is equipped with the hoist and mount hook dead lever fixed column of array distribution, be equipped with hoist and mount hook fixed lever groove on the hoist and mount hook dead lever fixed column, mould collateral branch fagging upper end still is equipped with the handling hanger that array distribution, be equipped with the hoist and mount hole on the handling hanger, handling hanger both sides still are equipped with supplementary boss, still be equipped with circular trompil on.
Further, be equipped with hollow cylinder in the circular trompil, hollow cylinder one side is equipped with the side opening that runs through hollow cylinder, and hollow cylinder one side still is equipped with the tie-rod hole that runs through hollow cylinder, is equipped with circular baffle in the circular trompil, is equipped with first square iron plate slot on the circular baffle, and the tie-rod is downthehole to be equipped with the tie-rod, and tie-rod hole both ends all are equipped with first fastening screw, and both sides still are equipped with the auxiliary fixed plate that the mirror image distributes about the hollow cylinder, and auxiliary fixed plate both sides still are equipped with the reinforcing plate, and the tie.
Further, a pre-buried pipe fixing plate is arranged at the lower end of the pre-buried pipe fixing rod, fixing feet are arranged at two ends of the pre-buried pipe fixing rod, a fixing bottom plate is arranged at the lower end of each fixing foot, fifth mounting holes distributed in an array mode are formed in the fixing bottom plate, a supporting block is further arranged on the fixing bottom plate, an auxiliary fixing rod is arranged at the upper end of the pre-buried pipe fixing plate, a connecting piece fixed on the pre-buried pipe fixing rod is further arranged on the auxiliary fixing rod, horizontal pieces are further arranged on two sides of the auxiliary fixing rod, and pre-buried pipe.
Further, a second lightening groove is formed in one side of the top plate of the steel bar support, a first steel plate which is distributed in an orthogonal mode is arranged in the second lightening groove, a steel bar fixing ring groove is formed in the second lightening groove, third dragging holes which are distributed in an array mode are formed in the outer sides of the first steel plate and the top plate of the steel bar support, an inner steel bar fixing ring penetrating groove is further formed in part of the first steel plate, a steel bar fixing ring is arranged in the steel bar fixing ring groove, steel bar fixing holes which are distributed in an axial array mode are formed in the steel bar fixing ring, a pull plate is further arranged in the steel bar fixing ring, lifting hook steel bar grooves which are distributed in an array mode are formed in the pull plate, sixth mounting holes which are distributed in an array mode are formed in the lower end of the top plate of the steel bar support, second steel plates which are distributed in a staggered mode are further formed in the second steel plate, a second square iron block inserting groove is further formed in the front.
Furthermore, the top plate of the die is the same as the top plate of the steel bar support except that the center of the top plate of the die is different from that of the top plate of the steel bar support.
Furthermore, the upper end of the prefabricated tower footing is provided with reinforcing steel bars distributed in an axial array manner, a reinforcing steel bar net is further arranged on the prefabricated tower footing, the upper end of the prefabricated tower footing is provided with first lifting hook reinforcing steel bars distributed in an axial array manner, one side of the prefabricated tower footing is provided with second lifting hook reinforcing steel bars distributed in an array manner, the second lifting hook reinforcing steel bars and the first lifting hook reinforcing steel bars are embedded into the top end inside the prefabricated tower footing and are provided with reinforcing steel bars, the upper end of the prefabricated tower footing is provided with first square iron blocks, and the two sides of the prefabricated tower footing are provided with second.
Further, the threaded rod hole is internally provided with a tension rod, the two ends of the tension rod are respectively provided with a second fastening screw, and a hoisting hook fixing rod groove is internally provided with a hoisting hook fixing rod.
The invention has the beneficial effects that:
1. the die is simple to operate, is convenient for operators to manufacture and lift, improves the production efficiency, and is quick to disassemble and assemble;
2. the invention reduces the labor intensity of operators, is convenient for pre-embedding and supporting and reduces the working difficulty of the operators.
Drawings
The invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic structural diagram of a prefabricated building tower foundation manufacturing mold of the present invention;
FIG. 2 is a schematic structural view of a part of a prefabricated building tower foundation manufacturing mold of the invention;
FIG. 3 is an enlarged view of the structure of FIG. 2 at A according to the present invention;
FIG. 4 is a schematic view of the construction of the die base of the present invention;
FIG. 5 is a schematic view of the construction of the die base of the present invention;
FIG. 6 is a schematic diagram of a top plate structure of the steel bar support of the present invention;
FIG. 7 is a schematic view of the construction of the top plate of the steel bar support of the present invention;
FIG. 8 is a schematic view of a tower foundation according to the present invention;
FIG. 9 is a schematic view of a tower foundation hoisting hook embedding structure of the present invention;
fig. 10 is a schematic view showing the structure of a fixing rod for a buried pipe according to the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "opening," "upper," "lower," "thickness," "top," "middle," "length," "inner," "peripheral," and the like are used in an orientation or positional relationship that is merely for convenience in describing and simplifying the description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present invention.
A prefabricated building tower footing manufacturing mold comprises a mold bottom plate 1, as shown in figures 1, 4 and 5, a mold side supporting plate 2 is arranged on the mold bottom plate 1 in a mirror image distribution manner, a mold top plate 3 is arranged at one end of the mold side supporting plate 2, a steel bar support top plate 6 is arranged at the other end of the mold side supporting plate 2, a pre-buried pipe fixing rod 5 is arranged at the upper end of the mold side supporting plate 2, first supporting rails 11 are arranged at the lower end of the mold bottom plate 1 in an array distribution manner, second supporting rails 12 are arranged at the lower end of the mold bottom plate 1 in an array distribution manner, first mounting holes 13 are arranged at two sides of the mold bottom plate 1 in an array distribution manner, third supporting rails 14 are arranged between the first supporting rails 11 at two ends in an array distribution manner, penetrating grooves 15 are arranged on the third supporting rails 14 in an array distribution manner, a first supporting transverse plate 16 is arranged between the two first supporting rails 11 at the middle, second supporting transverse, first support rail 11 both ends all are equipped with first dragging dress hole 17, and 1 both ends of mould bottom plate still are equipped with array distribution's second mounting hole 18, and 1 both sides of mould bottom plate still are equipped with array distribution's side splint fixed plate 19, and preparation prefabricated column foot 7 between mould bottom plate 1, mould side backup pad 2, mould roof 3 and the steel bar support roof 6.
A first lightening groove 21 is formed in one side of the die side supporting plate 2, as shown in fig. 2 and 3, side clamping plates 22 distributed in an array manner are further arranged on the outer side of one side of the first lightening groove 21, third mounting holes 211 distributed in an array manner are formed in the upper side and the lower side of the first lightening groove 21, fourth mounting holes 212 distributed in an array manner are formed in the two sides of the first lightening groove 21, second dragging holes 221 are formed in the side clamping plates 22, threaded rod holes 222 distributed in an array manner are formed in the upper portion of the second dragging holes 221, hoisting hook fixing rod fixing columns 23 distributed in an array manner are formed in the upper portion of the die side supporting plate 2, hoisting hook fixing rod grooves 231 are formed in the hoisting hook fixing rod fixing columns 23, hoisting hanging blocks 24 distributed in an array manner are further formed in the upper end of the die side supporting plate 2, hoisting hook holes 241 are formed in the hoisting hanging blocks 24, auxiliary reinforcing blocks 242 are further formed in the two sides of.
Be equipped with hollow cylinder 27 in the circular trompil 26, as shown in fig. 2, fig. 3, hollow cylinder 27 one side is equipped with the side trompil 271 that runs through hollow cylinder 27, hollow cylinder 27 one side still is equipped with the tie rod hole 273 that runs through hollow cylinder 27, be equipped with circular baffle 25 in the circular trompil 26, be equipped with first square iron plate slot 272 on the circular baffle 25, be equipped with tie rod 274 in the tie rod hole 273, tie rod hole 273 both ends all are equipped with first fastening screw 275, both sides still are equipped with the auxiliary fixed plate 28 of mirror image distribution about hollow cylinder 27, auxiliary fixed plate 28 both sides still are equipped with reinforcing plate 281, tie rod 274 passes auxiliary fixed plate 28.
The lower end of the embedded pipe fixing rod 5 is provided with an embedded pipe fixing plate 51, as shown in fig. 10, two ends of the embedded pipe fixing rod 5 are provided with fixing pins 52, the lower end of the fixing pins 52 is provided with a fixing bottom sheet 53, the fixing bottom sheet 53 is further provided with fifth mounting holes 531 distributed in an array manner, the fixing bottom sheet 53 is further provided with supporting blocks 54, the upper end of the embedded pipe fixing plate 51 is provided with an auxiliary fixing rod 511, the auxiliary fixing rod 511 is further provided with a connecting sheet 512 fixed on the embedded pipe fixing rod 5, two sides of the auxiliary fixing rod 511 are further provided with horizontal sheets 513, and the embedded pipe fixing plate 51 is provided with embedded pipe.
A second lightening groove 61 is arranged on one side of the steel bar support top plate 6, as shown in fig. 6 and 7, a first steel plate 62 which is orthogonally distributed is arranged in the second lightening groove 61, a steel bar fixing ring groove 63 is arranged in the second lightening groove 61, third dragging holes 621 which are distributed in an array manner are arranged on the outer sides of the first steel plate 62 and the steel bar support top plate 6, an inner steel bar fixing ring penetrating groove 622 is further arranged on a part of the first steel plate 62, a steel bar fixing ring 64 is arranged in the steel bar fixing ring groove 63, steel bar fixing holes 65 which are distributed in an axial array manner are arranged on the steel bar fixing ring 64, a pull plate 67 is further arranged in the steel bar fixing ring 64, lifting hook steel bar grooves 651 which are distributed in an array manner are arranged on the pull plate 67, sixth mounting holes 66 which are distributed in an array manner are arranged at the lower end of the steel bar support top plate 6, second steel plates 68 which are distributed in an interlaced manner are further arranged on the pull plate 67, fourth dragging holes 69 are arranged on, the front surface of the pulling plate 67 is also provided with fifth dragging and installing holes 671 distributed in an axial array.
The die top plate 3 and the steel bar support top plate 6 have the same structure except that the center of the die top plate is different from that of the steel bar support top plate.
The upper end of the prefabricated tower footing 7 is provided with reinforcing steel bars 71 distributed in an axial array manner, as shown in fig. 8 and 9, a reinforcing mesh 73 is further arranged on the prefabricated tower footing 7, first lifting hook reinforcing steel bars 72 distributed in an axial array manner are arranged at the upper end of the prefabricated tower footing 7, second lifting hook reinforcing steel bars 74 distributed in an array manner are arranged on one side of the prefabricated tower footing 7, reinforcing steel bars 76 are arranged at the top ends of the second lifting hook reinforcing steel bars 74 and the first lifting hook reinforcing steel bars 72 embedded into the prefabricated tower footing 7, a first square iron block 75 is arranged at the upper end of the prefabricated tower footing 7, and second square iron blocks 77 are arranged at two sides of the prefabricated tower footing 7.
A tension rod 41 is arranged in the threaded rod hole 222, as shown in fig. 1, second fastening screws 42 are arranged at both ends of the tension rod 41, and a lifting hook fixing rod 4 is arranged in the lifting hook fixing rod groove 231.
During the use, lay between mould bottom plate 1, mould collateral branch fagging 2, mould roof 3 and the steel bar support roof 6 and break away from the film, hoist and mount hook dead lever 4 passes second lifting hook reinforcing bar 74, when needing to place the buried pipe in advance, puts into buried pipe fixed orifices 55 in advance with the buried pipe in advance, pours after the end, carries out the maintenance, after the maintenance end, demolishs the mould, hangs away prefabricated column foot 7.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed.
Claims (8)
1. A prefabricated building tower footing manufacturing mold comprises a mold bottom plate (1) and is characterized in that mold side supporting plates (2) distributed in a mirror image mode are arranged on the mold bottom plate (1), a mold top plate (3) is arranged at one end of each mold side supporting plate (2) together, a steel bar support top plate (6) is arranged at the other end of each mold side supporting plate (2) together, a pre-buried pipe fixing rod (5) is arranged at the upper end of each mold side supporting plate (2) together, first supporting rails (11) distributed in an array mode are arranged at the lower end of each mold bottom plate (1), second supporting rails (12) distributed in an array mode are arranged at the lower end of each mold bottom plate (1), first mounting holes (13) distributed in an array mode are further formed in the two sides of each mold bottom plate (1), third supporting rails (14) distributed in an array mode are further arranged between the first supporting rails (11) at the two ends, penetrating grooves, be equipped with first support diaphragm (16) between two middle first support rails (11), die bottom plate (1) lower extreme still is equipped with second support diaphragm (161) that the array distributes, first support rail (11) both ends all are equipped with first dress hole (17) that drags, die bottom plate (1) both ends still are equipped with second mounting hole (18) that the array distributes, die bottom plate (1) both sides still are equipped with side splint fixed plate (19) that the array distributes, die bottom plate (1), mould side backup pad (2), preparation prefabricated tower footing (7) between mould roof (3) and steel bar support roof (6).
2. The prefabricated building tower footing manufacturing mold according to claim 1, wherein a first lightening groove (21) is formed in one side of the mold side supporting plate (2), side clamping plates (22) distributed in an array are further formed in the outer side of one side of the first lightening groove (21), third mounting holes (211) distributed in an array are formed in the upper side and the lower side of the first lightening groove (21), fourth mounting holes (212) distributed in an array are formed in the two sides of the first lightening groove (21), second towing holes (221) are formed in the side clamping plates (22), threaded rod holes (222) distributed in an array are formed in the upper side of the second towing holes (221), hoisting hook fixing rod fixing posts (23) distributed in an array are arranged above the mold side supporting plate (2), hoisting hook fixing rod grooves (231) are formed in the hoisting hook fixing post (23), and hoisting blocks (24) distributed in an array are further arranged at the upper end of the mold side supporting plate (2), the lifting hanging block (24) is provided with a hanging hook hole (241), the two sides of the lifting hanging block (24) are also provided with auxiliary reinforcing blocks (242), and the die side supporting plate (2) is also provided with a circular opening (26).
3. The prefabricated building tower footing manufacturing die of claim 2, wherein a hollow cylinder (27) is arranged in the circular opening (26), a side opening (271) penetrating through the hollow cylinder (27) is formed in one side of the hollow cylinder (27), a tie rod hole (273) penetrating through the hollow cylinder (27) is further formed in one side of the hollow cylinder (27), a circular baffle (25) is arranged in the circular opening (26), a first square iron block slot (272) is formed in the circular baffle (25), a tie rod (274) is arranged in the tie rod hole (273), first fastening screws (275) are arranged at two ends of the tie rod hole (273), auxiliary fixing plates (28) distributed in a mirror image mode are further arranged on the upper side and the lower side of the hollow cylinder (27), reinforcing plates (281) are further arranged on two sides of the auxiliary fixing plates (28), and the tie rod (274) penetrates through the auxiliary fixing plates (28).
4. The prefabricated building tower footing manufacturing mold according to claim 1, wherein a pre-buried pipe fixing plate (51) is arranged at the lower end of the pre-buried pipe fixing rod (5), fixing pins (52) are arranged at two ends of the pre-buried pipe fixing rod (5), a fixing bottom plate (53) is arranged at the lower end of the fixing pins (52), fifth mounting holes (531) distributed in an array mode are further formed in the fixing bottom plate (53), supporting blocks (54) are further arranged on the fixing bottom plate (53), an auxiliary fixing rod (511) is arranged at the upper end of the pre-buried pipe fixing plate (51), connecting pieces (512) fixed on the pre-buried pipe fixing rod (5) are further arranged on the auxiliary fixing rod (511), horizontal pieces (513) are further arranged at two sides of the auxiliary fixing rod (511), and pre-buried pipe fixing holes (55) distributed in an array mode are formed.
5. The prefabricated building tower footing manufacturing mold according to claim 1, wherein a second lightening groove (61) is formed in one side of the steel bar support top plate (6), a first steel plate (62) orthogonally crossed and distributed is arranged in the second lightening groove (61), a steel bar fixing ring groove (63) is formed in the second lightening groove (61), third dragging and installing holes (621) distributed in an array mode are formed in the outer sides of the first steel plate (62) and the steel bar support top plate (6), inner steel bar fixing ring penetrating grooves (622) are further formed in part of the first steel plate (62), steel bar fixing rings (64) are arranged in the steel bar fixing ring groove (63), steel bar fixing holes (65) distributed in an axial array mode are formed in the steel bar fixing rings (64), pull plates (67) are further arranged in the steel bar fixing rings (64), lifting hook steel bar grooves (651) distributed in an array mode are formed in the pull plates (67), sixth installing holes (66) distributed in an array mode are formed in the lower end of the steel bar support top plate (6), still be equipped with second steel sheet (68) of crisscross distribution on arm-tie (67), all be equipped with the fourth on second steel sheet (68) and drag dress hole (69), reinforcing bar support roof (6) openly still is equipped with second square iron plate slot (611), and arm-tie (67) openly still is equipped with the fifth that axial array distributes and drags dress hole (671).
6. The prefabricated building tower footing manufacturing mold according to claim 1, wherein the top plate (3) and the top plate (6) of the steel bar support have the same structure except the center position.
7. The prefabricated building tower foundation manufacturing mold according to claim 1, wherein the prefabricated tower foundation (7) is provided with reinforcing steel bars (71) distributed in an axial array at the upper end, the prefabricated tower foundation (7) is further provided with a reinforcing mesh (73), the prefabricated tower foundation (7) is provided with first lifting hook reinforcing steel bars (72) distributed in an axial array at the upper end, one side of the prefabricated tower foundation (7) is provided with second lifting hook reinforcing steel bars (74) distributed in an array, the second lifting hook reinforcing steel bars (74) and the first lifting hook reinforcing steel bars (72) are embedded into the top end of the interior of the prefabricated tower foundation (7) and are provided with reinforcing steel bars (76), the prefabricated tower foundation (7) is provided with first square iron blocks (75) at the upper end, and the two sides of the prefabricated tower foundation (7) are provided with second square iron blocks (.
8. The prefabricated building tower footing manufacturing mold according to claim 2, wherein a tension rod (41) is arranged in the threaded rod hole (222), second fastening screws (42) are arranged at both ends of the tension rod (41), and a lifting hook fixing rod (4) is arranged in the lifting hook fixing rod groove (231).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911021391.4A CN110757626A (en) | 2019-10-25 | 2019-10-25 | Prefabricated building tower footing preparation mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911021391.4A CN110757626A (en) | 2019-10-25 | 2019-10-25 | Prefabricated building tower footing preparation mould |
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| Publication Number | Publication Date |
|---|---|
| CN110757626A true CN110757626A (en) | 2020-02-07 |
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| CN201911021391.4A Pending CN110757626A (en) | 2019-10-25 | 2019-10-25 | Prefabricated building tower footing preparation mould |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411738A (en) * | 2020-10-21 | 2021-02-26 | 浙大城市学院 | Prefabricated balcony laminated slab and construction method thereof |
-
2019
- 2019-10-25 CN CN201911021391.4A patent/CN110757626A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411738A (en) * | 2020-10-21 | 2021-02-26 | 浙大城市学院 | Prefabricated balcony laminated slab and construction method thereof |
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