CN217915900U - Standardized prefabricated beam column combined type die device - Google Patents
Standardized prefabricated beam column combined type die device Download PDFInfo
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- CN217915900U CN217915900U CN202222271557.1U CN202222271557U CN217915900U CN 217915900 U CN217915900 U CN 217915900U CN 202222271557 U CN202222271557 U CN 202222271557U CN 217915900 U CN217915900 U CN 217915900U
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Abstract
The utility model provides a standardized prefabricated beam column combined type die device; comprises two end molds and two groups of side wall template mechanisms; the side wall template mechanism comprises a non-standard side wall standard knot and a standard side wall standard knot, and the non-standard side wall standard knot and all the standard side wall standard knots are linearly arranged to form a side wall combined template; the side wall combined templates formed by the two groups of side wall template mechanisms are arranged in parallel relatively, and the side wall combined templates on the two sides are arranged in a staggered mode along the joint in the projection of any section in the length direction of the standardized precast beam column combined type mould device; the two end molds and the side wall combined templates formed by the two side wall template mechanisms are sequentially connected in an end-to-end manner and form a pouring cavity for pouring the beam column. The beneficial technical effects are as follows: the upper and lower two-layer structure, different projects, not unidimensional precast beam, post can used repeatedly this mould, and the mould utilization ratio is high, need not to demolish all standard parts during dismouting mould, has improved dismouting mould efficiency, has improved precast beam, post production efficiency.
Description
Technical Field
The utility model relates to a standardized prefabricated beam column modular mold device.
Background
With the great push of assembly type buildings, the application proportion of the assembly type buildings in the whole real estate industry is increased year by year. The concrete prefabricated parts in the fabricated building are commonly used in three types, namely fabricated prefabricated floor slabs, fabricated prefabricated staircases and fabricated prefabricated shear walls. The precast beam and the precast column are generally poured by using a mould, but the traditional precast beam and column mould (for example, a Chinese patent with a patent number of CN201910770200.8, namely an adjustable mould for precast columns and a production method for precast columns) has the following defects: 1. the traditional precast beam and column mould is a disposable mould, can only produce a beam and a column with one size, cannot be reused, and wastes a large amount of steel; 2. traditional precast beam, post mould side forms are a whole mould, and the mould quality is big, can only hoist and mount, and the transportation degree of difficulty is big, and it is inconvenient to remove, install, and the mould dismouting needs a large amount of machinery and manual cooperation, influences production efficiency.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a simple structure, convenient to use's standardized precast beam post modular mold device is provided.
In order to solve the technical problem, the utility model provides a standardized prefabricated beam column combined type die device;
comprises two end molds and two groups of side wall template mechanisms;
the side wall template mechanism comprises a non-standard side wall standard knot and at least one standard side wall standard knot, the non-standard side wall standard knot and all the standard side wall standard knots are sequentially and linearly arranged to form a side wall combined template, in the side wall combined template, the non-standard side wall standard knot and an adjacent standard side wall standard knot are detachably connected, and any adjacent standard side wall standard knot is also detachably connected;
the side wall combined templates formed by the two groups of side wall template mechanisms are arranged in parallel relatively, and the side wall combined templates on the two sides are arranged in a staggered way along the joint in the projection of any section in the length direction of the standardized prefabricated beam and column combined type mould device;
the two end molds are sequentially connected with the side wall combined mold plate formed by the two sets of side wall mold plate mechanisms in an end-to-end mode, a pouring cavity for pouring the beam column is formed inside the side wall combined mold plate, and the two end molds are detachably connected with the side wall combined mold plate formed by the two sets of side wall mold plate mechanisms respectively.
As the optimization of the standardized precast beam column combined type mould device, the non-standard side wall standard section comprises an upper layer non-standard section mould and a lower layer non-standard section mould, and the upper layer non-standard section mould and the lower layer non-standard section mould are detachably connected;
the standard side wall standard knot include upper standard festival mould and lower floor's standard festival mould, upper standard festival mould and lower floor's standard festival mould between can dismantle the connection.
As the optimization of the standardized precast beam column combined type mold device, the end head mold extends to the direction of the pouring chamber to form a key groove bulge.
As this standardized precast beam post modular mold device's preferred, this standardized precast beam post modular mold device still includes the embedded anchor subassembly, the embedded anchor subassembly includes the embedded anchor support frame again, and the embedded anchor support frame is used for the embedded anchor of fixed precast beam, post.
As the preferred of the standardized precast beam column combined type die device, the standardized precast beam column combined type die device further comprises a plurality of pull rod positioning assemblies, the side wall combined die plates of the two sets of side wall die plate mechanisms are connected through the plurality of pull rod positioning assemblies, each pull rod positioning assembly comprises a first positioning plate, a second positioning plate, a limiting screw and two side limiting nuts, the first positioning plate and the second positioning plate are fixedly connected to the side wall combined die plates formed by the two sets of side wall die plate mechanisms, limiting holes are respectively formed in the first positioning plate and the second positioning plate, the two ends of each limiting screw respectively penetrate through the limiting holes in the first positioning plate and the second positioning plate, and the two ends of each limiting screw are respectively matched with the limiting nuts.
This standardized precast beam post modular mold device's beneficial technological effect does:
1. the non-standard side wall standard knot and the standard side wall standard knot are divided into an upper layer structure and a lower layer structure, different projects are adopted, the prefabricated beams and columns with different sizes can be reused, the utilization rate of the die is high, and the amortization cost is low;
2. this standardized precast beam post modular mold device is applicable to the combination assembly, and nonstandard lateral wall standard festival and standard lateral wall standard festival quality are less, and it is convenient to transport the installation, and need not to demolish all standard parts when the dismouting mould, has improved dismouting mould efficiency, has improved precast beam, post production efficiency.
Drawings
Fig. 1 is a perspective view of an embodiment of the standardized precast beam and column modular mold apparatus.
Fig. 2 is an exploded view of fig. 1.
Figure 3 is a perspective view of a standard sidewall standard knot in an embodiment of the present modular precast beam and column modular mold apparatus.
Figure 4 is a perspective view of a non-standard sidewall standard knot of an embodiment of the present standardized precast beam and column modular mold apparatus.
Fig. 5 is a perspective view of an end mold in an embodiment of the modular precast beam and column mold apparatus.
Figure 6 is a perspective view of a tie rod positioning assembly in an embodiment of the modular precast beam and column mold apparatus.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The invention may be embodied in many other forms different from the embodiments described herein and similar modifications may be made by those skilled in the art without departing from the spirit and scope of the invention and, therefore, the invention is not limited to the embodiments disclosed below.
The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not denote a single embodiment.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Please refer to fig. 1 to 6.
The standardized prefabricated beam column combined type die device comprises two end dies 2, two sets of side wall template mechanisms, a plurality of sets of embedded anchor bolt assemblies and a plurality of sets of pull rod positioning assemblies 5.
The side wall template mechanism comprises a nonstandard side wall standard section 11 and two standard side wall standard sections 12, wherein the nonstandard side wall standard section 11 and the standard side wall standard sections 12 are both mainly made of Q235 steel plates, the nonstandard side wall standard section 11 and the two standard side wall standard sections 12 are sequentially and linearly arranged to form a side wall combined template, in the side wall combined template, the nonstandard side wall standard section 11 is detachably connected with the adjacent standard side wall standard section 12 through bolts, and any adjacent standard side wall standard section 12 can be detachably connected through bolts.
The side wall combined templates formed by the two groups of side wall template mechanisms are arranged in parallel relatively, and the side wall combined templates on the two sides are arranged in a staggered mode along the projection of any section of the length direction of the standardized prefabricated beam column combined type mold device.
Two end moulds 2 and the lateral wall built-up plate that two sets of lateral wall template mechanisms constitute end to end in proper order and inside constitute pours the cavity 3 of pouring the beam column, and two end moulds 2 pass through the bolt detachable connection with the lateral wall built-up plate that two sets of lateral wall template mechanisms constitute respectively.
The non-standard side wall standard knot 11 comprises an upper layer non-standard knot mold 11a and a lower layer non-standard knot mold 11b, and the upper layer non-standard knot mold 11a and the lower layer non-standard knot mold 11b are detachably connected through bolts;
the standard sidewall standard knot 12 comprises an upper layer standard knot mold 12a and a lower layer standard knot mold 12b, and the upper layer standard knot mold 12a and the lower layer standard knot mold 12b are detachably connected through bolts.
The end mould 2 extends towards the pouring chamber 3 and is provided with a key groove bulge 21.
The embedded anchor component further comprises an embedded anchor support frame 41, and the embedded anchor support frame 41 is used for fixing the embedded anchors in the precast beams and the columns.
The side wall combined template of the two sets of side wall template mechanisms is connected through a plurality of pull rod positioning components 5, each pull rod positioning component 5 comprises a first positioning plate 51, a second positioning plate 52, a limiting screw 53 and two side limiting nuts 54, the first positioning plate 51 and the second positioning plate 52 are fixedly connected to the side wall combined template formed by the two sets of side wall template mechanisms, limiting holes 55 are respectively formed in the first positioning plate 51 and the second positioning plate 52, two ends of the limiting screw 53 respectively penetrate through the limiting holes 55 in the first positioning plate 51 and the second positioning plate 52, and two ends of the limiting screw 53 are respectively matched with the limiting nuts 54.
Before the precast beam or column is poured, two end molds 2 and two groups of side wall template mechanisms are arranged and fixed on a mold table, the two end molds 2, a lower layer nonstandard section mold 11b and a lower layer standard section mold 12b of the two groups of side wall template mechanisms are respectively fixed on the mold table, after the two groups of side wall template mechanisms are checked and confirmed to be connected and fastened, and the sizes of the two groups of side wall template mechanisms are correct, the two groups of side wall template mechanisms are connected with the mold table through a pressure rod, a magnetic box or a bolt, the conditions of displacement, looseness and the like can not occur in the production process, a binding reinforcing mesh of the precast beam or column is hoisted in a pouring area, and the position is determined to be correct;
the first positioning plate 51 and the second positioning plate 52 of the pull rod positioning component 5 are respectively welded and fixed on the upper end surfaces of the upper standard knot molds 12a of the two sets of side wall template mechanisms, the limiting screw 53 penetrates through the first positioning plate 51 and the second positioning plate 52 and is respectively matched with the limiting nut 54, and the two ends of the embedded anchor support frame 41 are fixed on the upper standard knot molds 12a or the upper non-standard knot molds 11a of the side wall template mechanisms through bolts to prevent the molds from expanding during pouring.
The above processes are finished, after the concrete is poured into the precast beam and column production stage without errors in the inspection, after the strength of the precast beam and the strength of the column reach the form removal condition, the two end molds 2 and the two sets of side wall template mechanisms are removed, and the precast beam and the column are taken out.
The same type of beam and column is poured without dismantling the non-standard side wall standard knot 11 or the standard side wall standard knot 12, and the steps are directly repeated; and (3) pouring beams and columns of different types, wherein the mould only needs to remove or increase 12 standard side wall sections and non-standard end sections, and all other parts are not required to be removed.
The above description is only one embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and improvements can be made without departing from the principle of the present invention, and these should also be considered as belonging to the protection scope of the present invention.
Claims (5)
1. A standardized precast beam post modular mold device, characterized by:
comprises two end molds and two groups of side wall template mechanisms;
the side wall template mechanism comprises a non-standard side wall standard knot and at least one standard side wall standard knot, the non-standard side wall standard knot and all the standard side wall standard knots are sequentially and linearly arranged to form a side wall combined template, in the side wall combined template, the non-standard side wall standard knot and an adjacent standard side wall standard knot are detachably connected, and any adjacent standard side wall standard knot is also detachably connected;
the side wall combined templates formed by the two groups of side wall template mechanisms are arranged in parallel relatively, and the side wall combined templates on the two sides are arranged in a staggered way along the joint in the projection of any section in the length direction of the standardized prefabricated beam and column combined type mould device;
the two end molds are sequentially connected with the side wall combined mold plate formed by the two sets of side wall mold plate mechanisms in an end-to-end mode, a pouring cavity for pouring the beam column is formed inside the side wall combined mold plate, and the two end molds are detachably connected with the side wall combined mold plate formed by the two sets of side wall mold plate mechanisms respectively.
2. The modular precast beam and column modular mold apparatus of claim 1, wherein:
the non-standard side wall standard knot comprises an upper layer non-standard knot die and a lower layer non-standard knot die, and the upper layer non-standard knot die and the lower layer non-standard knot die are detachably connected;
the standard side wall standard knot include upper standard festival mould and lower floor's standard festival mould, upper standard festival mould and lower floor's standard festival mould between can dismantle the connection.
3. The modular precast beam column die set of claim 1, wherein:
the end head die is provided with a key groove bulge extending towards the direction of the pouring cavity.
4. The modular precast beam column die set of claim 1, wherein:
still include the embedded anchor subassembly, the embedded anchor subassembly includes the embedded anchor support frame again, and the embedded anchor support frame is used for the embedded anchor of fixed precast beam, post.
5. The modular precast beam column die set of claim 1, wherein:
still include a plurality of pull rod locating component, the lateral wall built-up plate of two sets of lateral wall template mechanisms is connected through a plurality of pull rod locating component, pull rod locating component includes first locating plate, second locating plate, stop screw and both sides stop nut, and first locating plate and second locating plate fixed connection are on two sets of lateral wall template mechanisms constitute lateral wall built-up plate, and it has spacing hole to open respectively on first locating plate and the second locating plate, and the stop screw both ends run through the spacing hole on first locating plate and the second locating plate respectively to the stop screw both ends cooperate with stop nut respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222271557.1U CN217915900U (en) | 2022-08-27 | 2022-08-27 | Standardized prefabricated beam column combined type die device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222271557.1U CN217915900U (en) | 2022-08-27 | 2022-08-27 | Standardized prefabricated beam column combined type die device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217915900U true CN217915900U (en) | 2022-11-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222271557.1U Active CN217915900U (en) | 2022-08-27 | 2022-08-27 | Standardized prefabricated beam column combined type die device |
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| CN (1) | CN217915900U (en) |
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- 2022-08-27 CN CN202222271557.1U patent/CN217915900U/en active Active
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