CN207189920U - A kind of prefabricated concrete retaining wall die device - Google Patents
A kind of prefabricated concrete retaining wall die device Download PDFInfo
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- CN207189920U CN207189920U CN201721176653.0U CN201721176653U CN207189920U CN 207189920 U CN207189920 U CN 207189920U CN 201721176653 U CN201721176653 U CN 201721176653U CN 207189920 U CN207189920 U CN 207189920U
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- template
- retaining wall
- side template
- prefabricated concrete
- die device
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Abstract
The utility model discloses a kind of prefabricated concrete retaining wall die device, including standard bed die, surrounding installs turnover side form on the bed die, the left and right side form turnover mould-matching installed on the bed die, the front side mould installed on the bed die is liftable, the component of different-thickness can be produced after regulation height, the rear side mould installed on the bed die is that can wear muscle, described rear side mould template surface has cone boss, by using partiting template between different height and wear the formwork accessories such as muscle chase form, produce different in width, different-thickness, the component of different structure.Movable decoration template is provided with the bed die can produce the retaining wall component of decoration line.The prefabricated concrete retaining wall die device of the utility model is simple in construction, easy to operate, it is assembled quick, the assembling members for the different dimensions that can be mass-produced, and the assembling members produced can splice Retaining Wall in production scene by simple loop wheel machine.
Description
Technical field
A kind of mould is the utility model is related to, more particularly to a kind of spelling for being used to produce prefabricated concrete retaining wall
Fill the die device of component.
Background technology
To ensure that river course and massif side slope and its safety of environment, side slope need to take certain supporting and retaining system, reinforcing and protection
Measure.Retaining wall refers to for supporting, strengthening fill and the hillside soil body to keep a kind of stable building, it is industrial with it is civilian
Using extremely wide in building, highway, railway, municipal administration, hydraulic engineering.
The supporting and retaining system of cantilever retaining wall is highly generally no greater than 6m at present, and more existing using live reinforcing bar colligation, concrete
The mode of pouring, which is built, to be formed, and low construction efficiency, material usage are big and need substantial amounts of artificial.Relieving slab is set to reduce retaining wall
Soil lateral pressure, optimization structural stress state afterwards so that retaining wall can reach higher supporting height.But due to setting off-load
Harden structure has certain difficulty of construction, causes the increase of construction period, cost, thus seldom uses.
When retaining wall needs the structure of supporting and retaining system higher, section needed for retaining wall is big, cost is high, stability is not easy to meet,
The purpose of supporting and retaining system can not be realized.Therefore, in order to solve above-mentioned problem encountered, it is necessary to one kind can in factory it is pre-formed,
The making intensity and quality, easy for construction, shortening construction period, the wider array of retaining wall shape of application of retaining wall can be improved
Formula.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated concrete retaining wall die device, filled for producing
Assembling members with formula precast concrete retaining wall.
To achieve these goals, the technical solution adopted in the utility model is as follows：
A kind of prefabricated concrete retaining wall die device, including end template, the four sides installation of the end template can
Front side template, right side template, rear side template and the left side template of upset, the adjustable height of the front side template；The rear side mould
Plate, which is provided with, wears muscle fluting, and rear side template surface has cone boss；It is provided with and tenses between the right side template and left side template
Bar.
Further, the front side template changes the position fixed with front side mould bases by clamping screw and alignment pin, from
And adjust the height of front side template.
Further, it is additionally provided with a partiting template between the right side template and left side template.
Further, using expansion link and PC templates fix magnetic holder make it is described between partiting template and rear side dies plate tap.
Further, it is additionally provided between the right side template and left side template and wears muscle groove template.
Further, the right side template and left side template are provided with positioning hole.
Further, connected between the end template and four side templates by articulated structure, the articulated structure includes
It is arranged at the first hinged seat of end template periphery surface and is arranged at the second hinged seat of four side template lower ends, first hinge
Joint chair is linked together by bearing pin and second hinged seat.
Further, the right side template and left side template are provided with connecting hole.
Further, bracing piece is installed in the rear side template.
Further, decoration formwork is installed on the end template.
The utility model retaining wall die device has the advantages that：
1st, the utility model is simple in construction, easy to operate, assembled quick, available for mass producing, can supply in time；
2nd, the die device can be with the earth-retaining wall member of mass production difference dimensions, and assembling members produced
Retaining Wall can be spliced by simple loop wheel machine in production scene, more complicated use environment requirement can be met；
3rd, decorative pattern is used, makes the gear processed by the decorative model template set in bed die upper surface, its surface
Cob wall component disclosure satisfy that riverbank artistic appreciation.
Brief description of the drawings
Fig. 1 is that the assembling members of production needed for a kind of prefabricated concrete retaining wall die device of the utility model show
It is intended to；
Fig. 2 is a kind of three-dimensional knot of prefabricated concrete retaining wall die device embodiment group mould state of the utility model
Structure schematic diagram, (a) are the group mould state of production dry wall panel member, and (b) is the group mould state for producing prefabricated off-load board member,
(c) it is the group mould state of production prefabricated foundation base plate member；
Fig. 3 is mould lift slab state mplifying structure schematic diagram on front side of (a) in the utility model embodiment；(b) front side mould drop tabular
State mplifying structure schematic diagram；
Fig. 4 is the relieving slab side form group mode structure schematic diagram of the utility model embodiment；
Fig. 5 is the sole plate side form group mode structure schematic diagram of the utility model embodiment；
Fig. 6 wears muscle slot template mounting structure schematic diagram for the utility model embodiment；
Fig. 7 is that the side form of the utility model embodiment wears muscle structural representation, (a) side view；(b) stereogram.
In figure, the prefabricated shingle nails of 01-, the prefabricated relieving slabs of 02-, 03- prefabricated foundation bottom plates；1- standard bed dies, 2- lifting spiral shells
Bolt, 3- front sides mould, 4- right sides mould, 5- bracing pieces, 6- rear side moulds, 7- left sides mould, 8- tie rods, 9- built-in fitting suspension rods, 10- first
Between partiting template, the expansion links of 11- first, 12- wears muscle slot template, second partiting template of 13-, the expansion links of 14- second, 15-PC templates
Fixed magnetic holder, 16- clamping screws, 17- alignment pins, 18- front sides mould bases, 19- bayonet locks.
Embodiment
The utility model is illustrated below according to accompanying drawing illustrated embodiment.This time disclosed embodiment can consider in institute
It is to illustrate to have aspect, without limitation.The scope of the utility model is not limited by the explanation of implementation below, only by right
Shown in the scope of claim, and including having all changes in the same meaning and right with right
Shape.
Mould of the present utility model is divided into standard bed die 1, front side mould 3, right side mould 4, rear side mould 6 and left side mould 7, is producing
During, fixed bed die 1, front side mould 3, right side mould 4, rear side mould 6 and left side mould 7 are got togather, lock tie rod 8, as requested peace
Partiting template and corresponding built-in fitting and framework of steel reinforcement between dress, pour into a mould concrete production concrete component.
A kind of prefabricated concrete retaining wall die device of the utility model is illustrated with reference to specific embodiment
Structure.
As shown in figure 1, it is the gear produced required for a kind of prefabricated concrete retaining wall die device of the present embodiment
The separation of each assembling members of cob wall and combining structure schematic diagram, including prefabricated shingle nail 01, prefabricated relieving slab 02 and prefabricated foundation
Bottom plate 03.
As shown in Fig. 2 a kind of prefabricated concrete retaining wall die device of the utility model is in different production statuses
Lower group mould embodiment schematic diagram, it includes standard bed die 1, and turnover side form is installed on four sides of standard bed die 1, wherein right side
Mould 4 and the turnover mould-matching of left side mould 7；Front side mould 3 is the structure of adjustable up-down, can be given birth to after the height by adjusting front side mould 3
Produce the component of different-thickness；For rear side mould 6 for that can wear muscle structure, its template surface has cone boss to be used for the keyway for forming component.
By using different height first partiting template, 10, second partiting templates 13 and wear the formwork accessories such as muscle groove template 12, it is raw
Produce different in width, different-thickness, the component of different structure.Wherein, the top of right side mould 4 and left side mould 7 is provided with many places difference chi
Very little connecting hole, for installing built-in fitting suspension rod 9.Connected between standard bed die 1 and four side forms by articulated structure, be hinged knot
Structure includes being arranged at the hinged seat of bed die periphery surface and being arranged at the hinged seat of side form lower end, and two hinged seats are connected by bearing pin
It is connected together.In addition, being provided with movable decoration template on standard bed die 1, it can be used for retaining wall of the production with decoration line
Component.
With reference to shown in Fig. 3 (a), front side mould 3 is by clamping screw 16 and alignment pin 17, by front side mould 3 and front side mould bases 18
Fastening.
With reference to shown in Fig. 3 (b), Fig. 4, clamping screw 16 is unscrewed, alignment pin 17 is extracted, moves down front side mould 3, reaching needs
Size after, insert alignment pin 17, screw clamping screw 16, front side mould 3 is fastened with front side mould bases 18, so that by form height
Low clearance is positioned at, for producing the component of thinner thickness.Front side mould 3, right side mould 4, rear side mould 6 and the matched moulds of left side mould 7, are put into
Highly it is less than first partiting template 10 of mould side form, after positioning, locks the first expansion link 11, PC templates are fixed magnetic holder 15 and pacified
On rear side mould 6, the magnetic force in magnetic holder compresses first partiting template 10, then locks tie rod 8, according to connecting hole chi on side form
Very little installation built-in fitting suspension rod 9, the component of relieving slab 02 that then can be used in production retaining wall.
With reference to shown in figure 5, Fig. 6, front side mould 3, right side mould 4, rear side mould 6 and the matched moulds of left side mould 7, it is put between the second of activity
Partiting template 13, second partiting template 13 and side form are contour；After positioning, the second expansion link 14 of locking, PC templates fix magnetic holder 15,
Tie rod 8 is locked, is put into and wears muscle slot template 12, and muscle is worn according to existing positioning hole, fixation on right side mould 4 and left side mould 7
Slot template 12.According to connecting hole size installation built-in fitting suspension rod 9 on side form, the prefabricated foundation bottom plate in retaining wall then can be produced
03 component.
With reference to shown in figure 7, front side mould 3, right side mould 4 and the matched moulds of left side mould 7, reinforcing bar are put into mould, upset rear side mould 6,
Make reinforcing bar through the fluting on rear side mould 6, the component for revealing muscle for producing periphery to need.After being strengthened using bracing piece 5, bayonet lock 19
The rigidity of side form 6, ensure that template is indeformable.According to connecting hole size installation built-in fitting suspension rod 9 on side form, then can be used for producing
The component of prefabricated shingle nail 01 in retaining wall.
The upper surface of standard bed die 1 can install decorative model template, and decorative pattern can be striped bass line, geometric figure
Line, brick line, wood grain, rubble line, cobble line etc., decorative pattern can also be other moulding so that on the upright face of earth-retaining wall member
The decorative patterns such as band bag, have certain artistic appreciation, ensure surface aesthetic of the earth-retaining wall member close to river course side.
Claims (10)
1. a kind of prefabricated concrete retaining wall die device, including end template, it is characterised in that the four of the end template
Side is installed by turnover front side template, right side template, rear side template and left side template, the adjustable height of the front side template；Institute
State rear side template and slotted provided with muscle is worn, and rear side template surface has cone boss；Between the right side template and left side template
Provided with tie rod.
2. a kind of prefabricated concrete retaining wall die device according to claim 1, it is characterised in that before described
Side template changes the position fixed with front side mould bases by clamping screw and alignment pin, so as to adjust the height of front side template.
A kind of 3. prefabricated concrete retaining wall die device according to claim 1, it is characterised in that the right side
A partiting template is additionally provided between side template and left side template.
4. a kind of prefabricated concrete retaining wall die device according to claim 3, it is characterised in that use and stretch
Contracting bar and PC templates fix magnetic holder make it is described between partiting template and rear side dies plate tap.
A kind of 5. prefabricated concrete retaining wall die device according to claim 1, it is characterised in that the right side
It is additionally provided between side template and left side template and wears muscle groove template.
A kind of 6. prefabricated concrete retaining wall die device according to claim 5, it is characterised in that the right side
Side template and left side template are provided with positioning hole.
A kind of 7. prefabricated concrete retaining wall die device according to claim 1, it is characterised in that the bottom
Connected between template and four side templates by articulated structure, the articulated structure includes being arranged at the of end template periphery surface
One hinged seat and the second hinged seat for being arranged at four side template lower ends, first hinged seat pass through bearing pin and the described second hinge
Joint chair links together.
A kind of 8. prefabricated concrete retaining wall die device according to claim 1, it is characterised in that the right side
Side template and left side template are provided with connecting hole.
9. a kind of prefabricated concrete retaining wall die device according to claim 1, it is characterised in that after described
Bracing piece is installed on side template.
10. a kind of prefabricated concrete retaining wall die device according to claim 1, it is characterised in that described
Decoration formwork is installed on end template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721176653.0U CN207189920U (en) | 2017-09-14 | 2017-09-14 | A kind of prefabricated concrete retaining wall die device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721176653.0U CN207189920U (en) | 2017-09-14 | 2017-09-14 | A kind of prefabricated concrete retaining wall die device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207189920U true CN207189920U (en) | 2018-04-06 |
Family
ID=61789090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721176653.0U Active CN207189920U (en) | 2017-09-14 | 2017-09-14 | A kind of prefabricated concrete retaining wall die device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109571720A (en) * | 2019-01-15 | 2019-04-05 | 中铁宝桥（扬州）有限公司 | A kind of high-accuracy multifunctional concrete slab prefabricated mould and its working method |
| CN114059582A (en) * | 2021-11-19 | 2022-02-18 | 北京城建集团有限责任公司 | Construction process of irregular-shaped gravity retaining wall |
| CN114559529A (en) * | 2022-04-02 | 2022-05-31 | 南通理工学院 | Manufacturing device for precast concrete component |
-
2017
- 2017-09-14 CN CN201721176653.0U patent/CN207189920U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109571720A (en) * | 2019-01-15 | 2019-04-05 | 中铁宝桥（扬州）有限公司 | A kind of high-accuracy multifunctional concrete slab prefabricated mould and its working method |
| CN109571720B (en) * | 2019-01-15 | 2024-02-02 | 中铁宝桥（扬州）有限公司 | High-precision multifunctional concrete bridge deck prefabricating die and working method thereof |
| CN114059582A (en) * | 2021-11-19 | 2022-02-18 | 北京城建集团有限责任公司 | Construction process of irregular-shaped gravity retaining wall |
| CN114559529A (en) * | 2022-04-02 | 2022-05-31 | 南通理工学院 | Manufacturing device for precast concrete component |
| CN114559529B (en) * | 2022-04-02 | 2023-04-28 | 南通理工学院 | Precast concrete member's manufacturing installation |
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Address after: 212413 the development zone along the Yangtze River in Xia Shu Town, Jurong City, Zhenjiang, Jiangsu Patentee after: Jianhua building materials (China) Co., Ltd. Address before: 212413 the development zone along the Yangtze River in Xia Shu Town, Jurong City, Zhenjiang, Jiangsu Patentee before: Jianhua building materials (Jiangsu) Co., Ltd. |