CN209615937U - For producing the die device of prestressing force concrete column - Google Patents
For producing the die device of prestressing force concrete column Download PDFInfo
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- CN209615937U CN209615937U CN201822271235.0U CN201822271235U CN209615937U CN 209615937 U CN209615937 U CN 209615937U CN 201822271235 U CN201822271235 U CN 201822271235U CN 209615937 U CN209615937 U CN 209615937U
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- barrier
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- side plate
- channel steel
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Abstract
The utility model relates to a kind of for producing the die device of prestressing force concrete column, which solve existing prestressing force concrete column production and processing method production efficiency is low, it not can manufacture, high labor cost, the lower technical problem of the quality of product, it includes channel steel mold, heating device, insulating layer, left side H profile steel beam, right side H profile steel beam and partition apparatus, channel steel mold is equipped with several grooves, channel steel mold is fixedly connected between left side H profile steel beam and right side H profile steel beam, channel steel mold is set to above heating device, and insulating layer is set to the lower section of heating device；Partition apparatus includes door type barrier, preceding barrier and rear barrier, preceding barrier is connect with the front of door type barrier, barrier is connect with the rear portion of door type barrier afterwards, door type barrier includes top plate, the first side plate and the second side plate, and the first side plate and the second side plate connect to form door type structure with top plate respectively.The utility model is widely used in production cement pillar.
Description
Technical field
The utility model relates to cement pillar production technical fields, in particular to one kind for producing prestressing force water
The die device of mud column.
Background technique
Currently, wine-growing garden and green house of vegetables, all can largely use cement pillar.Such as Patent No.
2017214949622 utility model patent discloses a kind of concrete column equipped with four prestress wires.Patent No.
2015203444324 utility model patent discloses a kind of mold for making grape cement post.Existing prestressing force cement
That there are production efficiencys is low for column production and processing method, not can manufacture, and many operative employees is needed to carry out operations, high labor cost
Technical problem, while the quality of product is lower.
Summary of the invention
The utility model is exactly low in order to solve existing prestressing force concrete column production and processing method production efficiency, cannot batch
Production, high labor cost, the lower technical problem of the quality of product provide a kind of high production efficiency, can produce in batches, manually
It is at low cost, the high die device for being used to produce prestressing force concrete column of product quality.
It is provided by the utility model for producing the die device of prestressing force concrete column, including channel steel mold, heating device,
Insulating layer, left side H profile steel beam, right side H profile steel beam and partition apparatus, channel steel mold are equipped with several grooves, a left side for channel steel mold
Side is fixed together with left side H profile steel beam, and right edge and the right side H profile steel beam of channel steel mold are fixed together,
Channel steel mold is set to above heating device, and insulating layer is set to the lower section of heating device；
Partition apparatus includes door type barrier, preceding barrier and rear barrier, and preceding barrier is connect with the front of door type barrier, after
Barrier is connect with the rear portion of door type barrier, and door type barrier includes top plate, the first side plate and the second side plate, the first side plate and
Two side plates connect to form door type structure with top plate respectively；
The side of preceding barrier is equipped with groove, and front via hole is formed between the first side plate and the groove of preceding barrier；Barrier afterwards
Side is equipped with groove, and rear portion via hole is formed between the first side plate and the groove of rear barrier；
Preceding barrier side is equipped with the first groove and the second groove, and rear barrier side is equipped with the first groove and the second groove；Institute
State and form the first front via hole between the first side plate and the first groove of preceding barrier, the second groove of the second side plate and preceding barrier it
Between form the second front via hole；Also the first rear portion via hole, the second side plate are formed between first side plate and the first groove of rear barrier
The second rear portion via hole is formed between the second groove of rear barrier.
Preferably, the shape of door type barrier is isosceles trapezoid, and the shape of preceding barrier is isosceles trapezoid, the shape of rear barrier
For isosceles trapezoid.
Preferably, the quantity of partition apparatus is more than two.
The utility model has the beneficial effects that high degree of automation, high production efficiency can be produced in enormous quantities, people is saved
Power reduces cost.The length dimension of cement pillar finished product is easy to control.Prestressing force concrete column product quality is also improved simultaneously,
Concrete column product is not easily broken, and bearing capacity is big, and bending flexibility is big.
The utility model further feature and aspect, by the description of the specific embodiment below with reference to attached drawing,
It is clearly stated that.
Detailed description of the invention
The perspective view of Fig. 1 steel mold；
The side view of Fig. 2 channel steel mold；
The structural schematic diagram of Fig. 3 heating device；
Fig. 4 is the structural schematic diagram that channel steel mold is mounted between left side H profile steel beam and right side H profile steel beam；
Fig. 5 be channel steel mold groove in be put into partition apparatus, the steel strand wires of tensioning pass through the side view of partition apparatus；
The groove of Fig. 6 Fig. 5 bracket groove steel mold is put into the top view after partition apparatus and steel strand wires；
Fig. 7 is the cross-sectional view in the direction C-C in Fig. 6；
Fig. 8 is the perspective view of partition apparatus；
Fig. 9 is the main view of partition apparatus；
Figure 10 is the left view of partition apparatus；
Figure 11 is the top view of partition apparatus；
Figure 12 is the perspective view at another visual angle of partition apparatus；
Figure 13 is the perspective view of door type barrier；
Figure 14 is the main view of door type barrier shown in Figure 13；
Figure 15 is the left view of door type barrier shown in Figure 13；
Figure 16 is the right view of door type barrier shown in Figure 13；
Figure 17 is the top view of door type barrier shown in Figure 13；
Figure 18 is the bottom view of door type barrier shown in Figure 13；
Figure 19 is the perspective view at another visual angle of door type barrier；
Figure 20 is the perspective view of preceding barrier；
Figure 21 is the main view of preceding barrier；
Figure 22 is the left view of preceding barrier；
Figure 23 is the right view of preceding barrier；
Figure 24 is the top view of preceding barrier；
Figure 25 is the bottom view of preceding barrier；
Figure 26 is the perspective view at another visual angle of preceding barrier；
Figure 27 is the structural schematic diagram of rear barrier；
Figure 28 is to be put into the recessed of channel steel mold by the partition apparatus that door type barrier, preceding barrier and rear barrier form in Fig. 6
The schematic diagram for separating the space of channel steel mold in slot；
Figure 29 is that four steel strand wires pass through the partition apparatus being made of door type barrier, preceding barrier and rear barrier in Figure 28
Schematic diagram；
Figure 30 is that the end of the steel mold of structure bracket groove shown in Fig. 6 is put into the schematic diagram of a preceding barrier；
Figure 31 is the status diagram that casting concrete forms cement pillar blank in the channel steel mold shown in Figure 30；
Figure 32 is the cross-sectional view of concrete column blank in Figure 31；
Figure 33 is the status diagram after the door type barrier in Figure 31 between adjacent concrete column blank is removed；
Figure 34 is the structural schematic diagram that demoulding processing is carried out to concrete column blank shown in Figure 33；
Figure 35 is to place the structural schematic diagram that multiple sleepers support multiple concrete column blanks in channel steel mould upper surface.
Symbol description in figure:
32. channel steel mold, 3201. grooves, 38. heating devices, 3801. left side pipe tunnels, 3802. right side longitudinal pipes
Road, 3803. horizontal pipelines, 3804. water supply connectors, 3805. backwater joints, 39. insulating layers, 40. left side H profile steel beams, 41. right sides
H profile steel beam, 42. steel strand wires, 43. partition apparatus, 44. concrete column blanks；45. loop wheel machine, 45-1. suspension hook, 46. sleepers；
60. door type barrier, 61. top plates, 62. first side plates, 63. second side plates；Barrier before 70., 71. first grooves,
72. the second groove, 73. third grooves, 74. the 4th grooves, 711. first front via holes, 721. second front via holes, 731.
Three front via holes, 741. the 4th front via holes；Barrier after 80., 81. first grooves, 82. second grooves, 83. third grooves, 84.
4th groove.
Specific embodiment
Referring to the drawings, the utility model is described in further detail with specific embodiment.
Die device for producing prestressing force concrete column includes channel steel mold, heating device, insulating layer, left side H profile steel
Beam, right side H profile steel beam, partition apparatus.As shown in Figure 1, 2, channel steel mold 32 is equipped with several grooves 3201, into groove 3201
It is poured concrete and forms cement pillar blank.
As shown in figure 3, heating device 38 include multiple left side pipe tunnels 3801, it is multiple right side pipe tunnels 3802, more
A horizontal pipeline 3803, multiple horizontal pipelines 3803 are connected between left side pipe tunnel 3801 and right side pipe tunnel 3802,
Water supply connector 3804 is connect with the left side pipe tunnel 3801 of front end, the left side pipe tunnel 3801 of backwater joint 3805 and rear end
Connection.Hot water is flowed into from water supply connector 3804, is flowed out from backwater joint 3805, the path that flows through of hot water is S type.
As shown in figure 4, channel steel mold 32 is placed on multiple horizontal pipelines 3803 of heating device 38, by channel steel mold
32 left side welds together with left side H profile steel beam 40, and the right edge of channel steel mold 32 and right side H profile steel beam 41 are welded on
Together.It is laid with insulating layer 39 in the lower section of heating device 38, to maintain the temperature of heating device 38 constant.
Prestressing force cement column production method the following steps are included:
Step 1: spraying release agent into channel steel mold 32.
Step 2: arranging four steel strand wires for being in tensioning state in groove 3201 along 32 length direction of channel steel mold
42, (arrange that four steel strand wires are easy to understand as signal, are in actual production in figure in a groove 3201 as shown in Figure 4
Four steel strand wires are all arranged in 6 grooves).
Step 3: placing two partition apparatus 43 according to a fixed spacing in groove 3201, pass through four steel strand wires 42 every
Groove 3201 is separated into three sections by a partition apparatus 43, two partition apparatus 43, as illustrated in figs. 5-7.It should be noted that being put into
Two partition apparatus 43 are only illustrated, and 1,3,4 or more can also be put into according to the length requirement of concrete column finished product.
The specific structure of partition apparatus 43 is as shown in Fig. 7-27, including door type barrier 60, preceding barrier 70, rear barrier 80,
Preceding barrier 70 is connect with the front of door type barrier 60, and rear barrier 80 is connect with the rear portion of door type barrier 60.Afterwards barrier 80 with
The structure of preceding barrier 70 is identical.Preceding barrier 70 is formed after connecting with the front of door type barrier 60 for the mistake across steel strand wires
Hole, rear barrier 80 are formed after connecting with the rear portion of door type barrier 60 for the via hole across steel strand wires.Door type barrier 60 is wrapped
Top plate 61, the first side plate 62, the second side plate 63 are included, the first side plate 62, the second side plate 63 connect to form door word with top plate 61 respectively
Type structure.The shape of entire door type barrier 60 is isosceles trapezoid (isosceles trapezoid is preferred shape), under the first side plate 62
End is inwardly received, and the lower end of the second side plate 63 is inwardly received.Preceding barrier 70 generally isosceles trapezoid, the isosceles ladder with door type barrier 60
Shape matching.The side of preceding barrier 70 is equipped with the first groove 71, the second groove 72, third groove 73, the 4th groove 74, can from figure
To find out, if being substantially in king's font there are four the preceding barrier 70 of groove.Barrier 80 is identical as the structure of preceding barrier 70 afterwards, also is provided with
First groove 81, the second groove 82, third groove 83, the 4th groove 84.By door type barrier 60, preceding barrier 70, rear barrier 80
The process of being assembled together may is that preceding barrier 70 and the placement of 80 opposed vertical of rear barrier, the first groove 81 of rear barrier 80 with
71 front and back of the first groove of preceding barrier 70 is corresponding, and the second groove 82 is corresponding with 72 front and back of the second groove of preceding barrier 70, the
Three grooves 83 are corresponding with 73 front and back of third groove of preceding barrier 70,74 front and back of the 4th groove of the 4th groove 84 and preceding barrier 70
It is corresponding.When door type barrier 60, preceding barrier 70 and rear barrier 80 are fitted together, door type barrier 60 is located at preceding barrier 70
Space between rear barrier 80, in this way before barrier 70 just connect with the front contact of door type barrier 60, rear barrier 80 just with
The back contacts of door type barrier 60 connect, between the first side plate 62 of door type barrier 60 and the first groove 71 of preceding barrier 70
The first front via hole 711 is formed, forms third front via hole 731 between the first side plate 62 and the third groove 73 of preceding barrier 70；
The second front via hole 721, the second side plate 63 and preceding barrier 70 are formed between second side plate 63 and the second groove 72 of preceding barrier 70
The 4th groove 74 formed the 4th front via hole 741.Similarly, also shape between the first side plate 62 and the first groove 81 of rear barrier 80
At the first rear portion via hole, the first rear portion via hole is corresponding with the first front via hole 711；The of first side plate 62 and rear barrier 80
Also third rear portion via hole is formed between three grooves 83, the third rear portion via hole and third front via hole 731 are to corresponding；Second side plate
The second rear portion via hole is formed between 63 and the second groove 82 of rear barrier 80, the second rear portion via hole and the second front via hole 721
It is corresponding；Between second side plate 63 and the 4th groove 84 of rear barrier 80 formed the 4th rear portion via hole, the 4th rear portion via hole with
4th front via hole 741 is corresponding.
With reference to Fig. 5,6,7,28 and 29, put by the partition apparatus that door type barrier 60, preceding barrier 70 and rear barrier 80 form
Enter in channel steel mold 32, is by the concrete operations that the groove of channel steel mold 32 separates: door type barrier 60 is inserted into from the top down
In groove 3201, the first side plate 62, the second side plate 63 of door type barrier 60 are close to the two side walls of groove 3201 (at this time respectively
Four steel strand wires are between the first side plate 62 and the second side plate 63), preceding barrier 70, which is put into groove 3201, twists four steel
Line be respectively embedded into the first groove 71, the second groove 72, third groove 73, in the 4th groove 74, before making barrier 70 and door type every
Gear 60 is close together, and (four steel strand wires are each passed through the first front via hole 711, third front via hole 731, the second front via hole
721, the 4th front via hole 741), rear barrier 80 is put into groove 3201 make four steel strand wires be respectively embedded into the first groove 81,
Second groove 82, third groove 83, in the 4th groove 84, so that rear barrier 80 and door type barrier 60 is close together, (four steel twist
Line is each passed through the first rear portion via hole, the second rear portion via hole, third rear portion via hole, the 4th rear portion via hole).It is appreciated that by door
The partition apparatus that font barrier 60, preceding barrier 70 and rear barrier 80 form can also provide support force to four steel strand wires, avoid
Steel strand wires it is too long and generate naturally droop and other reasons caused by steel strand wires position distribution in cement post it is uneven
Problem；It can also ensure that in the cross section of cement post, steel strand wires are located on the position of design requirement.It should be noted that by
The partition apparatus that door type barrier 60, preceding barrier 70, rear barrier 80 form is preferred embodiment, in addition to this can also use other
Specific constructive form.
As shown in figure 30, it may further be put into a preceding barrier 70 in the end of channel steel mold 32, is embedded in steel strand wires
In the recessed grain of preceding 70 side of barrier, preceding barrier 70 can not only support four steel strand wires, can also play the role of the compartment.
Step 4: as shown in figure 31, concrete, concrete package are poured into the groove 3201 for the channel steel mold 32 for putting partition apparatus well
Four steel strand wires vibrate to the concrete in groove 3201 with concrete vibrator, are flattened, to be formed by partition apparatus
The concrete column blank 44 (referring to Figure 32) at interval, the position of partition apparatus do not have concrete, and display forms three cement in figure
Pillar blank.
Step 5: the door type barrier 60 of partition apparatus each in channel steel mold 32 being removed, door type barrier 60 is exposed
The steel strand wires of lower section, i.e., the steel strand wires between two neighboring concrete column blank 44 are not wrapped up by concrete and expose, such as Figure 33
It is shown.
Step 6: standing concrete column blank 44 and reach curdled appearance for a period of time.During standing, heating device is given
38 are passed through 30 DEG C~80 DEG C hot water, and in one layer of 32 upper berth of channel steel mold waterproof cloth, in one layer of waterproof cloth upper berth cotton-wadded quilt, to cement
Column blank 44 is heated to accelerate to solidify.
Step 7: after concrete column blank 44 solidifies, carrying out demoulding processing, the suspension hook on loop wheel machines is hung etc. using cantilever crane, row
45-1 slings the concrete column blank 44 of curdled appearance after catching on the steel strand wires between two neighboring concrete column blank upwards, such as schemes
Shown in 34, so that concrete column blank 44 be made to detach from the groove of channel steel mold 32.
Step 8: placing the concrete column blank that multiple sleepers 46 support multiple curdled appearances in 32 upper surface of channel steel mold
44, as shown in figure 35.
Step 9: the steel strand wires between the concrete column blank 44 of two neighboring curdled appearance being cut off with cutting machine, form 3
A concrete column finished product.
Step 10: removing preceding barrier 70, the rear barrier 80 at concrete column finished product both ends, cut the extra steel of cement column end and twist
Line.
Step 11: concrete column finished product being transferred to warehouse with fork truck.
In above-mentioned prestressing force cement column production method, in step 2, the number of tensioning state steel strand wires can be 1,2,
3,5,6 or more.
The above is not intended to limit the utility model only to the preferred embodiment of the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.
Claims (3)
1. a kind of for producing the die device of prestressing force concrete column, which is characterized in that including channel steel mold, heating device, guarantor
Warm layer, left side H profile steel beam, right side H profile steel beam and partition apparatus, the channel steel mold are equipped with several grooves, the channel steel mould
The left side of tool is fixed together with left side H profile steel beam, and right edge and the right side H profile steel beam of channel steel mold are fixedly connected on
Together, the channel steel mold is set to above heating device, and the insulating layer is set to the lower section of heating device；
The partition apparatus includes door type barrier, preceding barrier and rear barrier, the front company of the preceding barrier and door type barrier
It connects, the rear barrier is connect with the rear portion of door type barrier, and the door type barrier includes top plate, the first side plate and second side
Plate, first side plate and the second side plate connect to form door type structure with top plate respectively；
The side of the preceding barrier is equipped with groove, and front via hole is formed between first side plate and the groove of preceding barrier；It is described
The side of barrier is equipped with groove afterwards, and rear portion via hole is formed between first side plate and the groove of rear barrier；
The preceding barrier side is equipped with the first groove and the second groove, and the rear barrier side is recessed equipped with the first groove and second
Slot；The first front via hole, the second side plate and the second of preceding barrier are formed between first side plate and the first groove of preceding barrier
The second front via hole is formed between groove；Also the first rear portion mistake is formed between first side plate and the first groove of rear barrier
The second rear portion via hole is formed between second groove of hole, the second side plate and rear barrier.
2. according to claim 1 for producing the die device of prestressing force concrete column, which is characterized in that the door type
The shape of barrier is isosceles trapezoid, and the shape of the preceding barrier is isosceles trapezoid, and the shape of the rear barrier is isosceles trapezoid.
3. according to claim 1 or 2 for producing the die device of prestressing force concrete column, which is characterized in that it is described every
The quantity of disconnected device is more than two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822271235.0U CN209615937U (en) | 2018-12-29 | 2018-12-29 | For producing the die device of prestressing force concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822271235.0U CN209615937U (en) | 2018-12-29 | 2018-12-29 | For producing the die device of prestressing force concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209615937U true CN209615937U (en) | 2019-11-12 |
Family
ID=68448403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822271235.0U Active CN209615937U (en) | 2018-12-29 | 2018-12-29 | For producing the die device of prestressing force concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209615937U (en) |
-
2018
- 2018-12-29 CN CN201822271235.0U patent/CN209615937U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Mould device for producing prestressed cement column Effective date of registration: 20210323 Granted publication date: 20191112 Pledgee: SHANDONG WEIHAI RURAL COMMERCIAL BANK Co.,Ltd. Pledgor: WEIHAI XINYUAN FRUIT INDUSTRY TECHNOLOGY SERVICE Co.,Ltd. Registration number: Y2021990000250 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Mould device for producing prestressed cement column Effective date of registration: 20220331 Granted publication date: 20191112 Pledgee: SHANDONG WEIHAI RURAL COMMERCIAL BANK Co.,Ltd. Pledgor: WEIHAI XINYUAN FRUIT INDUSTRY TECHNOLOGY SERVICE CO.,LTD. Registration number: Y2022980003578 |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No.985-7, Fenghuangshan Road, Huancui District, Weihai City, Shandong Province 264200 Patentee after: Xinyuan fruit industry (Shandong) Group Co.,Ltd. Address before: No.985-7, Fenghuangshan Road, Huancui District, Weihai City, Shandong Province 264200 Patentee before: WEIHAI XINYUAN FRUIT INDUSTRY TECHNOLOGY SERVICE CO.,LTD. |