CN208801461U - The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element - Google Patents
The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element Download PDFInfo
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- CN208801461U CN208801461U CN201820667712.2U CN201820667712U CN208801461U CN 208801461 U CN208801461 U CN 208801461U CN 201820667712 U CN201820667712 U CN 201820667712U CN 208801461 U CN208801461 U CN 208801461U
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- module
- reinforcing bar
- adaptive
- concrete prefabricated
- prefabricated element
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Abstract
The utility model provides the module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element, the module lower end is provided with adaptive bottom surface, a recess for being attached to reinforcing bar outer surface can be moved upwards and formed in the adaptive bottom surface under the extruding of reinforcing bar, the adaptive bottom surface of the insertion reinforcing bar can be bonded to each other with the upper surface of other molds below.In the utility model, module can be set as one or more layers in the vertical direction, one or more can also be horizontally set, it is such to combine the manufacture for being suitble to floor and beam column, it can also be suitble to different sizes, working efficiency is greatly improved, solves the problems, such as novel die of the existing technology, to be that a kind of adaptability is good, easy to use, cost is relatively low and manufacturing process can be greatly improved.
Description
Technical field
The utility model belongs to prefabricated components mould structure technical field of improvement, and especially a kind of concrete prefabricated element is used
The module and pin-connected panel mold of adaptive reinforcing bar.
Background technique
After prefabricated components transport construction site, it can directly be assembled, be connected, be a kind of emerging environmentally protective
Energy-saving building structural member, such as: floor and beam column with reinforcing bar etc. are directly produced in batches in factory, without existing
The structures such as mold are built in field, that is, ensure that the consistency of concrete component batch products, and avoid the in disorder of site operation,
Accelerate construction speed.The construction technology of the above-mentioned floor with reinforcing bar is: lower mould is placed on bed die, according in steel mesh
The distribution of reinforcing bar produces groove at the corresponding surface in lower mould upper end, is then placed on the reinforcing bar in a direction corresponding recessed
It is positioned at slot, then the reinforcing bar in another direction is placed on corresponding groove and is positioned, after two direction reinforcing bars are set, with iron wire by two
Person's infall tightens, then the steel mesh tied up is sling, and concreting is first carried out in lower mould, again by steel mesh after vibrating
Put, by the upper mold that four side plates assemble pushed down steel mesh in lifting, due between upper mold and lower mould with the presence of reinforcing bar, institute
To need to slot on the position corresponding with groove of the side plate bottom surface of upper mold, make to pour again in reinforcing bar insertion fluting and groove
Concrete then moves to curing kilns and is conserved, and floor finished product is made after removing upper mold and lower mould.There are following for the technique
Problem: 1. lower moulds and upper mold are respectively provided with groove and fluting, and position is fixed, can only a kind of dedicated floor with size, when
Another set lower mould and upper mold are needed replacing when the different concrete floor slab placement of size, causes the raising of cost；2. fluting and groove
Easily occur aligning inaccurate problem, causes the two biggish gap occur when assembling, need injecting glue to block, cause efficiency
Decline；It needs first to sling 3. reinforcing bar ties up, leads to complex process, occupied space is larger.
Other than floor, there are also problems during fabrication for beam column: 1. beam columns use steel reinforcement cage, and steel reinforcement cage is multilayer
Steel mesh is constituted, this just needs to produce multiple flutings upwardly extended by bottom surface in the side plate of upper mold, causes upper mold processing complicated,
Once slotting position deviation is big, when use, needs to adjust, and production efficiency is caused to reduce；2. for external as shown in Figure 14,15
Reinforcing bar is the structure of bending one, and it is more cumbersome that existing upper mold is processed and adjustment is got up.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide Split assembled structure, by multi-disc plate-shaped
At retractable structure to adapt to a kind of end reinforced and easy to use, high production efficiency concrete prefabricated element pin-connected panel mould
Tool.
The technical scheme adopted by the utility model is that:
A kind of module of the adaptive reinforcing bar of concrete prefabricated element, it is characterised in that: the module lower end is provided with
Adaptive bottom surface, can move upwards under the extruding of reinforcing bar and form one in the adaptive bottom surface and be attached to the recessed of reinforcing bar outer surface
Mouthful, the adaptive bottom surface of the insertion reinforcing bar can be bonded to each other with the upper surface of other molds below.
Further more, be laterally closely arranged in space in module it is multiple can vertical motions thin plate, the lower end of all thin plates
Face constitutes the adaptive bottom surface.
Further more, the multiple thin plate can move to module upper surface direction under the extruding of reinforcing bar and form patch after locking
Recess in reinforcing bar upper end and two sides.
Further more, the module includes two end plates and two side plates, two side plate time intervals are arranged and by two sides
Two end plate connections are together.
Further more, penetrating a drawing column in two end plates, which, which is located in the outer rim between two side plates, is closely arranged
Multiple thin plates.
Further more, described drawing column one end is protrusion cap, which is embedded in the ipsilateral made recess of the end plate, described
The drawing column other end is provided with external screw thread, and locking cap is set on the external screw thread and the other end and locking cap are embedded in ipsilateral institute
It states in the made recess of end plate.
Another purpose of the utility model is to provide a kind of concrete prefabricated element pin-connected panel mold, including lower mould
And upper mold, upper mold are arranged in lower mould, it is characterised in that: in four side plates of upper mold any one, it is any two, any
Three or all adaptive side plates, each adaptive side plate, which is at least in one layer of structure and every layer of structure, includes at least an institute
The adaptive bottom surface of the module stated, each module is embedded in reinforcing bar.
Further more, the position of the reinforcing bar selected from structure (1) or (2) in any one or two kinds:
(1) reinforcing bar is embedded between the adaptive bottom surface of each module and the lower mould upper surface of lower section；
Alternatively,
(2) reinforcing bar is embedded between the adaptive bottom surface for the module being located above and the upper surface of module below.
Further more, two ends of the module pass through a fixed mechanism and ipsilateral upper mold respectively when module is one
Side end connection；
Alternatively,
When module is multiple, positioned at two sides two modules outboard end respectively by fixed mechanism and same
The side end of the upper mold of side connects, and the end between two neighboring module is connected by fixed mechanism.
Further more, the lower mould is arranged on bed die, the bottom surface of bed die is provided with cushion block.
The advantages and positive effects of the utility model are as follows:
1. in mold, adaptive template can be only one layer, it can be used for manufacturing relatively thin floor, floor symmetrical two
One layer of reinforcing bar is stretched out in side, and steel mesh is tied up in lower mould, then puts one or more modules well, each module lower end
Thin plate moves upwards under the extruding of reinforcing bar, and locking cap is tightened, and positions thin plate under extrusion, places module, mould one by one
Block is connect by fixed mechanism with side plate close to the end of the bar shaped side plate of upper mold, is then blocked gap with glue, is finally poured
It builds, as shown in the above, without producing groove in lower mould, for module without fluting, steel mesh is such without movement
Structure greatly improves assembly efficiency, when manufacturing different floors, it is only necessary to module is replaced, whole is adaptable,
Moderate cost, it is easy to operate.
2. in mold, adaptive template can be multilayer, it can be used for manufacturing beam column or thicker floor, beam column be symmetrical
Two sides stretch out it is multistory reinforced, the multiple modules stacked can be used and wrap every layer of reinforcing bar, be particularly suitable for bending envelope
The reinforcing bar closed, improves work efficiency, and is not in the problem of can not assembling caused by upper mold fluting precision is low in the prior art.
3. in the utility model, module can be set as one or more layers in the vertical direction, can also horizontally set
One or more is set, it is such to combine the manufacture for being suitble to floor and beam column, different sizes can also be suitble to, greatly improved
Working efficiency, solves the problems, such as of the existing technology, is that a kind of adaptability is good, easy to use, cost is relatively low and can substantially change
Into the novel die of manufacturing process.
Detailed description of the invention
Fig. 1 is the structure chart of the utility model；
Fig. 2 is the structure chart that module is one layer and one；
Fig. 3 is the left view of Fig. 2；
Fig. 4 is the cross-sectional view of module；
Fig. 5 is the structure chart of thin plate；
Fig. 6 is the portion the I enlarged drawing of Fig. 4；
Fig. 7 is the portion the II enlarged drawing of Fig. 4；
Fig. 8 is the portion the III enlarged drawing of Fig. 4；
Fig. 9 is the portion the IV enlarged drawing of Fig. 8；
Figure 10 is the end reinforced structure chart for bending shape；
Figure 11 is the right view of Figure 10；
Figure 12 is the structure chart that reinforcing bar is multilayer；
Figure 13 is the right view of Figure 12；
Figure 14 is the end reinforced structure chart close-shaped for bending；
Figure 15 is the right view of Figure 14.
Specific embodiment
Below with reference to embodiment, the present invention will be further described, and it is not limited that following embodiments, which are illustrative,
, the protection scope of the utility model cannot be limited with following embodiments.
A kind of module of the adaptive reinforcing bar of concrete prefabricated element, as shown in Fig. 1~15, the innovation of the utility model exists
In: 5 lower end of module is provided with adaptive bottom surface 7, can move upwards simultaneously under the extruding of reinforcing bar 4 in the adaptive bottom surface
Form a recess 21 for being attached to reinforcing bar outer surface, the adaptive bottom surface of the insertion reinforcing bar can with below other molds (such as:
Lower mould or other modules) upper surface be bonded to each other.
The thin plate 11 of multiple energy vertical motions is laterally closely set in the present embodiment, in the space in module, it is all thin
The lower end surface of plate constitutes adaptive bottom surface.Multiple thin plates can be moved and locked to module upper surface direction under the extruding of reinforcing bar
The recess for being attached to reinforcing bar upper end and two sides is formed afterwards.
Module includes two end plates 13 and two side plates 14, two ends that two side plate time intervals are arranged and pass through two sides
Plate links together.A drawing column 18 is penetrated in two end plates, which, which is located in the outer rim between two side plates, closely sets
Set multiple thin plates.
Pulling column one end is protrusion cap 20, which is embedded in the made recess 16 of ipsilateral end plate, and drawing column is located at end
Outer rim shape between plate can be round, rectangular or rectangle, and the drawing column other end 18 is provided with external screw thread, on the external screw thread
It is set with locking cap 17 and the other end and locking cap is embedded in the made recess of ipsilateral end plate.
Thin plate by with some strength and corrosion-resistant, wear-resisting material is made, such as: tagger, thin plastic sheet, thin ceramics
Piece, thin nylon6 chips etc., preferably tagger and thin plastic sheet.Its shape is internal as shown in figure 5, a shape generally rectangle
A slot 19 is produced, which can be that rectangular or rectangular trussed shore cooperates with section, in this way guarantee thin plate
Only moving in the vertical direction, traction column section herein is round also possible certainly, but is easy to shake thin plate in this way,
Lead to gap occur after locking between thin plate, so the hole on thin plate is preferably slot, the trussed shore between two end plates
Section is preferably rectangular or rectangle.
As shown in Fig. 4,8,9, thin plate is enough thin, the upper end and two sides of reinforcing bar can be attached to well, although in reinforcing bar
Lower end will form gap, but gluing blocks before pouring.
Above-mentioned module can be used in pin-connected panel mold, as shown in Fig. 1~3,10~15 comprising bed die 9, lower mould 8
And upper mold, lower mould be arranged on bed die (there are a reinforcing rib in a bed die substantially iron plate, bottom surface, lower mould be a frame-type structure and
It is connect by bolt or pin with bed die, shape, the size of bed die and lower mould are the prior art, are not described herein), on
Mould be arranged in lower mould, in four side plates of upper mold any one, any two, any three or all adaptive sides
Plate, each adaptive side plate are at least in one layer of structure and every layer of structure including at least module 5 described in one, each module
Adaptive bottom surface is embedded in reinforcing bar.
The position of reinforcing bar selected from structure (1) or (2) in any one or two kinds:
(1) reinforcing bar is embedded between the adaptive bottom surface of each module and the lower mould upper surface of lower section；
Alternatively,
(2) reinforcing bar is embedded between the adaptive bottom surface for the module being located above and the upper surface of module below.
When module is horizontally one as shown in Fig. 2,10~15, two ends of the module pass through protrusive board 2 respectively
The fixed mechanism constituted with bolt 3 is connect with the side end of ipsilateral upper mold；
Alternatively,
When module horizontally it is as shown in Figure 1 be multiple when, the outboard end positioned at two modules of two sides is distinguished
It is connect by a fixed mechanism with the side end of ipsilateral upper mold, the end between two neighboring module passes through fixed machine
Structure connection.
When needing laminated multi-layer, in order to be provided in the bottom surface of bed die to 6 slot milling of reinforcing bar stretched out above upper mold
Multiple cushion blocks 12.
Above-mentioned module application structure is as shown in Fig. 1~3,10~15: Fig. 1,2,3 are relatively thin floor, and symmetrical two sides are stretched
One layer of reinforcing bar out；Figure 10~15 are thicker floor or beam column, one or more layers reinforcing bar is stretched out in symmetrical two sides.Separately below into
Row explanation:
1. module is two, and steel mesh has the six roots of sensation end reinforced as shown in Figure 1, adaptive template is one layer；
Bed die is placed on ground or workbench 10, successively fixes lower mould and bed die；
It is well placed reinforcing bar on bed die and is tied up by iron wire, forms steel mesh；
One module is put well, steel bars thin plate is made, the thin plate upper end 15 at extruding is protruded, and the lower section of protrusion is to hold
It receives the recess of reinforcing bar, tightens locking cap, which places, and similarly places another module；
Two side templates 1 of upper mold are placed in lower mould, and are fixed by fixed mechanism, and this completes the entirety of mold
Assembling；
Mold casting area is lifted by the lifting lug on bed die to pour.
2. as shown in Figure 2,3, being that module is one with the 1st difference, steel mesh is end reinforced with three, other
Assembling process and casting process are identical as the 1st.
3. the difference with the 1st is that module is one, and height is bigger, and steel mesh has six roots of sensation steel as shown in Figure 10,11
Muscle end and upward bending 22, other assembling process and casting process are identical as the 1st.
4. as shown in Figure 12,13, being that adaptive template is three layers with the 1st difference, module is one in every layer, often
Layer have three it is end reinforced, when placement module, first places bottom, and locks thin plate, is then sequentially placed intermediate and most
Two modules of top, then all modules and two side templates are fixed, other assembling process and casting process and the 1st phase
Together.
5. the difference with the 4th is that adaptive template is that module is one in two layers, every layer as shown in Figure 14,15, tool
There are three bendings closed end reinforced 23, other assembling process and casting process are identical as the 4th.
The utility model is placed from bed die by experiment and has saved 30 than the prior art up to pour completion the time spent in
~40%, and it is suitble to the manufacture of various sizes of floor and beam column, working efficiency is greatly improved, solves the prior art
There are the problem of, a kind of be that adaptability is good, easy to use, cost is relatively low and manufacturing process can be greatly improved novel die.
Claims (10)
1. a kind of concrete prefabricated element module of adaptive reinforcing bar, it is characterised in that: the module lower end is provided with certainly
Bottom surface is adapted to, can be moved upwards under the extruding of reinforcing bar and form one in the adaptive bottom surface and be attached to the recessed of reinforcing bar outer surface
Mouthful, the adaptive bottom surface of the insertion reinforcing bar can be bonded to each other with the upper surface of other molds below.
2. a kind of module of the adaptive reinforcing bar of concrete prefabricated element according to claim 1, it is characterised in that: in mould
The thin plate of multiple energy vertical motions is laterally closely set in the space in block, and the lower end surface of all thin plates constitutes the adaptive bottom
Face.
3. a kind of module of the adaptive reinforcing bar of concrete prefabricated element according to claim 2, it is characterised in that: described
Multiple thin plates, which can be moved to module upper surface direction under the extruding of reinforcing bar and be formed after locking, is attached to reinforcing bar upper end and two sides
Recess.
4. a kind of module of the adaptive reinforcing bar of concrete prefabricated element according to claim 2 or 3, it is characterised in that:
The module includes two end plates and two side plates, and two side plate time intervals are arranged and are existed by two end plate connections of two sides
Together.
5. a kind of module of the adaptive reinforcing bar of concrete prefabricated element according to claim 4, it is characterised in that: two
A drawing column is penetrated in end plate, which, which is located in the outer rim between two side plates, is closely arranged multiple thin plates.
6. a kind of module of the adaptive reinforcing bar of concrete prefabricated element according to claim 5, it is characterised in that: described
Pulling column one end is protrusion cap, which is embedded in the ipsilateral made recess of the end plate, the drawing column other end setting
There is external screw thread, locking cap is set on the external screw thread and the other end and locking cap are embedded in the made recess of the ipsilateral end plate
It is interior.
7. a kind of concrete prefabricated element pin-connected panel mold, including lower mould and upper mold, upper mold is arranged in lower mould, special
Sign is: in four side plates of upper mold any one, any two, any three or all adaptive side plates, it is each from
Side plate is adapted to be at least in one layer of structure and every layer of structure including at least a mould as described in claims 1 or 2 or 3 or 5 or 6
The adaptive bottom surface of block, each module is embedded in reinforcing bar.
8. a kind of concrete prefabricated element pin-connected panel mold according to claim 7, it is characterised in that: the reinforcing bar
Position selected from structure (1) or (2) in any one or two kinds:
(1) reinforcing bar is embedded between the adaptive bottom surface of each module and the lower mould upper surface of lower section；
Alternatively,
(2) reinforcing bar is embedded between the adaptive bottom surface for the module being located above and the upper surface of module below.
9. a kind of concrete prefabricated element pin-connected panel mold according to claim 7 or 8, it is characterised in that: work as module
When being one, two ends of the module pass through a fixed mechanism respectively and connect with the side end of ipsilateral upper mold；
Alternatively,
When module is multiple, positioned at two sides two modules outboard end respectively by fixed mechanism and ipsilateral
The side end of upper mold connects, and the end between two neighboring module is connected by fixed mechanism.
10. a kind of concrete prefabricated element pin-connected panel mold according to claim 9, it is characterised in that: the lower end
Mould is arranged on bed die, and the bottom surface of bed die is provided with cushion block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820667712.2U CN208801461U (en) | 2018-05-07 | 2018-05-07 | The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820667712.2U CN208801461U (en) | 2018-05-07 | 2018-05-07 | The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208801461U true CN208801461U (en) | 2019-04-30 |
Family
ID=66224750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820667712.2U Expired - Fee Related CN208801461U (en) | 2018-05-07 | 2018-05-07 | The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208801461U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839208A (en) * | 2018-05-07 | 2018-11-20 | 申季龙 | The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element |
-
2018
- 2018-05-07 CN CN201820667712.2U patent/CN208801461U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108839208A (en) * | 2018-05-07 | 2018-11-20 | 申季龙 | The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element |
| CN108839208B (en) * | 2018-05-07 | 2021-02-26 | 申季龙 | Module and pin-connected panel mould of self-adaptation reinforcing bar for concrete prefabricated component |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190430 Termination date: 20200507 |
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| CF01 | Termination of patent right due to non-payment of annual fee |