CN207327246U - A kind of precast beam molding die - Google Patents
A kind of precast beam molding die Download PDFInfo
- Publication number
- CN207327246U CN207327246U CN201721109528.8U CN201721109528U CN207327246U CN 207327246 U CN207327246 U CN 207327246U CN 201721109528 U CN201721109528 U CN 201721109528U CN 207327246 U CN207327246 U CN 207327246U
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- CN
- China
- Prior art keywords
- precast beam
- molding die
- template
- reinforcing bar
- groove
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model discloses a kind of precast beam molding die, belong to concrete prefabricated field shaping technique, including fixed frame and template group, template group opposite sides is respectively provided with a fixed frame, fixed frame includes the first clamping member and the second clamping piece, and the first clamping member is connected with the second clamping piece opposite thread, and the first clamping member is equipped with the first groove, first groove and the second clamping piece form holding holes, to grip the reinforcing bar stretched out out of precast beam.The holding holes arrange in the horizontal direction perpendicular to horizontal direction, holding holes.The utility model precast beam issuable reinforcing bar beat or the problem of displacement in the fabrication process, grips reinforcing bar to ensure the precision higher of precast beam by adding fixed frame in precast beam molding die, so as to accelerate production efficiency, improves the quality of precast beam.
Description
【Technical field】
It the utility model is related to concrete prefabricated field shaping technique, and in particular to a kind of precast beam molding die.
【Background technology】
The building construction process of making in to(for) beam is divided into cast-in-situ concrete beam and precast concrete beam, because precast beam phase
It is easily manufactured quick for Cast-in-situ Beam easy to produce in batches, manufacturing time can be saved and accelerated construction progress, therefore construction
In commonly used precast beam.
Then precast beam carries out concreting, but irrigate mixed in the fabrication process, it is necessary to first set up reinforcing bar in mould
Strength caused by when may be because of the weight of concrete or its flowing during solidifying soil again or concrete vibrator vibration etc.
Reason and cause reinforcing bar to produce beat or displacement, when the position of precasting beam steel or angle are inaccurate, will cause precasting beam can not
Other beams, column or floor are connected to smoothly and accurately, cause the inconvenience in construction, engineering staff must align at the construction field (site)
Put incorrect reinforcing bar to be adjusted, and reinforcing bar is bent to appropriate location or changed and is otherwise coupled to, ultimately cause construction
The delay of progress.
【Utility model content】
To solve the above problems, the utility model provides a kind of precast beam molding die, worn equipped with fixed frame with firm
The reinforcing bar being located in beam, the precision for improving precast beam are easily installed.
Technical solution adopted in the utility model is：A kind of precast beam molding die includes fixed frame and template group, mould
Plate group opposite sides is respectively provided with a fixed frame, and the fixed frame includes the first clamping member and the second clamping piece, the first clamping member
Equipped with the first groove, the first groove and the second clamping piece form holding holes relatively, to grip the steel stretched out out of precast beam
Muscle；
Can also be that second clamping piece is equipped with the second groove, the second groove is opposite with the first groove to form holding holes,
The reinforcing bar stretched out with gripping out of precast beam.
In above-mentioned technical solution, the holding holes extend along vertical, and holding holes are arranged in the horizontal direction
Between one clamping piece and the second clamping piece.
In above-mentioned technical solution, template group includes bottom plate, side template and Side Template, side template be located on bottom plate and with
Bottom plate is hinged；Side Template is located on bottom plate, and Side Template is equipped with reinforced hole to wear reinforcing bar；The side template and Side Template surrounds
The molding space of precast beam.
In above-mentioned technical solution, the bottom plate both sides are equipped with side frame, side frame be located at Side Template away from into
The side in type space, the first clamping member are threaded on side frame.
In above-mentioned technical solution, the fixed frame further includes positioning seat, and positioning seat is threaded on bottom plate, positioning
Seat is equipped with muscle position groove corresponding with reinforced hole, to limit the position of reinforcing bar erection.
In above-mentioned technical solution, the side template is equipped with dither, so that the concrete in molding space
Dense uniform；
Can also be that side template is equipped with oscillating plate, oscillating plate is equipped with dither, so that mixed in molding space
Coagulate soil dense uniform and change vibrator conveniently.
In above-mentioned technical solution, rubber pad is equipped between oscillating plate and dither, to protect dither
Extend its service life.
The beneficial effects of the utility model are：Fixed frame on the precast beam molding die is equipped with clamping piece, mixed pouring
Can be with fixed steel bars during solidifying soil, and positioning seat is equipped with limiting slot and limits reinforcement location, improves the precision of precast beam, so that plus
Fast production efficiency；By hinged fixation, the demoulding is convenient simple, avoids dismantling masterplate repeatedly and causing precast beam for side template and base
Specification disunity；Side template is equipped with dither, and Concrete Filled can be made fine and close, improve the quality of precast beam,
Rubber pad is equipped between dither and oscillating plate, dither can be protected to extend its service life.
【Brief description of the drawings】
Fig. 1 is a kind of stereochemical structure decomposing schematic representation of an embodiment of precast beam molding die.
Fig. 2 is a kind of stereochemical structure decomposing schematic representation of another embodiment of precast beam molding die.
Fig. 3 bows to sectional view for a kind of fixed frame of precast beam molding die.
Fig. 4 is a kind of positioning seat forward direction sectional view of precast beam molding die.
Fig. 5 is a kind of fixed frame side sectional view of precast beam molding die.
Reference numeral is：1st, fixed frame；11st, the first clamping member；12nd, the second clamping piece；13 side frames；14th, positioning seat；
2nd, template group；21st, bottom plate；22 side templates；23rd, Side Template；24th, oscillating plate；25th, dither；26th, rubber pad.
【Embodiment】
In order to further illustrate the above-mentioned purpose, technical solution and effect of the utility model, combine by the following examples
Attached drawing and related known technological know-how illustrate the utility model：
Embodiment one：
A kind of precast beam molding die includes fixed frame 1 and template group 2, and 2 opposite sides of template group is respectively provided with a fixation
Frame 1, the fixed frame 1 include 11 and second clamping piece 12 of the first clamping member, and 11 and second clamping piece 12 of the first clamping member is along water
It is square to each other opposite, to grip the reinforcing bar stretched out out of precast beam.11 and second clamping piece 12 of the first clamping member is along water
Square the first groove is equipped with close to the side of second clamping piece 12 to threaded connection, the first clamping member 11.First groove and
Two clamping pieces 12 correspond to form holding holes, and the holding holes are arranged in the horizontal direction perpendicular to horizontal direction, holding holes
Between 11 and second clamping piece 12 of the first clamping member.
Above-mentioned, template group 2 includes 21, two side templates 22 of bottom plate and two Side Templates 23, two side templates 22 are located at
On bottom plate 21 and it is oppositely arranged, 22 bottom of side template is hinged with bottom plate 21, conveniently stripped；Two Side Templates 23 are located at bottom plate 21
On, two Side Templates 23 are located relatively at the both ends between side template 22, and Side Template 23 is equipped with more than one reinforced hole to wear
If reinforcing bar；Two side templates 22 and two Side Templates 23 surround the molding space of precast beam.
Above-mentioned, 21 both sides of bottom plate are equipped with side frame 13, and side frame 13 is located at Side Template 23 away from molding space
Side, the first clamping member 11 are threaded on side frame 13.
Above-mentioned, positioning seat 14 is equipped between two side templates 22, positioning seat 14 is threaded on bottom plate 21, positioning seat
14 are equipped with muscle position groove corresponding with reinforced hole, to limit the position of reinforcing bar erection.
Above-mentioned, oscillating plate 24 is designed with two side templates 22, oscillating plate 24 is equipped with dither 25, so that into
Concrete dense uniform in type space and to change vibrator convenient；Rubber pad is equipped between oscillating plate 24 and dither 25
26, to protect dither 25 to extend its service life.
When using the utility model, first allow reinforcing bar to pass through the reinforced hole of Side Template 23, reinforcing bar is placed on positioning seat 14
In the groove of muscle position, and positioning seat 14 is fixed on bottom plate 21；Determine in precast beam behind the placement position of reinforcing bar, by 22 He of side template
Side Template 23 is fixed on bottom plate 21, crosses the molding space of precast beam.Then the first clamping member 11 is threadedly coupled and be fixed on
On side frame 13, the reinforcing bar that is folded upward in advance of the first groove alignment, then close the second clamping piece 12, the is fixed with screw rod
One clamping piece 11 and the second clamping piece 12, determine that reinforcing bar consolidates and are clamped in holding holes.Installation starts to inject after fixing reinforcing bar
Concrete, while start the dither 25 being installed on side template, the concrete of injection is fully shaken in molding space
Filling is smash, makes molding precast beam more compact and firm.After concrete completely solidification, you can dismantle fixed frame 1 and template group 2
Obtain precast beam.
Embodiment two：
A kind of precast beam molding die includes fixed frame 1 and template group 2, and 2 opposite sides of template group is respectively provided with a fixation
Frame 1, the fixed frame 1 include 11 and second clamping piece 12 of the first clamping member, and 11 and second clamping piece 12 of the first clamping member is along water
It is square to each other opposite, to grip the reinforcing bar stretched out out of precast beam.11 and second clamping piece 12 of the first clamping member is along water
Square the first groove, the second clamping piece 12 are equipped with close to the side of second clamping piece 12 to threaded connection, the first clamping member 11
The second groove is equipped with close to the side of the first clamping member 11.First groove corresponds to form holding holes with the second groove, institute
Holding holes are stated perpendicular to horizontal direction, holding holes are arranged between 11 and second clamping piece 12 of the first clamping member in the horizontal direction.
Above-mentioned, template group 2 includes 21, two side templates 22 of bottom plate and two Side Templates 23, two side templates 22 are located at
On bottom plate 21 and it is oppositely arranged, 22 bottom of side template is hinged with bottom plate 21, conveniently stripped；Two Side Templates 23 are located at bottom plate 21
On, two Side Templates 23 are located relatively at the both ends between side template 22, and Side Template 23 is equipped with reinforced hole to wear reinforcing bar；It is described
Two side templates 22 and two Side Templates 23 surround the molding space of precast beam.
Above-mentioned, 21 both sides of bottom plate are equipped with side frame 13, and side frame 13 is located at Side Template 23 away from molding space
Side, the first clamping member 11 are threaded on side frame 13.
Above-mentioned, positioning seat 14 is equipped between two side templates 22, positioning seat 14 is threaded on bottom plate 21, positioning seat
14 are equipped with muscle position groove corresponding with reinforced hole, to limit the position of reinforcing bar erection.
Above-mentioned, oscillating plate 24 is designed with two side templates 22, oscillating plate 24 is equipped with dither 25, so that into
Concrete dense uniform in type space and to change vibrator convenient；Rubber pad is equipped between oscillating plate 24 and dither 25
26, to protect dither 25 to extend its service life.
When using the utility model, first allow reinforcing bar to pass through the reinforced hole of Side Template 23, reinforcing bar is placed on positioning seat 14
In the groove of muscle position, and positioning seat 14 is fixed on bottom plate 21；Determine in precast beam behind the placement position of reinforcing bar, by 22 He of side template
Side Template 23 is fixed on bottom plate 21, crosses the molding space of precast beam.Then the first clamping member 11 is threadedly coupled and be fixed on
On side frame 13, the first groove is directed at the reinforcing bar being folded upward in advance, then is directed at the second groove and closes the second clamping piece 12, uses
Screw rod fixes 11 and second clamping piece 12 of the first clamping member, determines that reinforcing bar consolidates and is clamped in holding holes.Installation fixes steel
Start to inject concrete after muscle, while start the dither 25 being installed on side template, be molded the concrete of injection
Fully vibrate in space filling, make molding precast beam more compact and firm.After concrete completely solidification, you can dismantle fixation
Frame 1 and template group 2 obtain precast beam.
Embodiment above simply indicates that rather than limits the utility model, therefore all according to the utility model patent application
The equivalent change or modification that method described in scope is done, is included in the utility model patent application range.
Claims (9)
- A kind of 1. precast beam molding die, it is characterised in that：Including fixed frame (1) and template group (2), template group (2) opposite two Side is respectively provided with a fixed frame (1), and the fixed frame (1) includes the first clamping member (11) and the second clamping piece (12), the first folder Gripping member (11) is equipped with the first groove, the first groove and the opposite formation holding holes of the second clamping piece (12), to grip from prefabricated The reinforcing bar stretched out in beam.
- A kind of 2. precast beam molding die according to claim 1, it is characterised in that：Second clamping piece (12) is equipped with Second groove, the first groove is opposite with the second groove to form holding holes, to grip the reinforcing bar stretched out out of precast beam.
- A kind of 3. precast beam molding die according to claim 2, it is characterised in that：The holding holes are perpendicular to level side To holding holes are arranged between the first clamping member (11) and the second clamping piece (12) in the horizontal direction.
- A kind of 4. precast beam molding die according to claim 1 or 3, it is characterised in that：The template group (2) includes bottom Plate (21), side template (22) and Side Template (23), side template (22) are located on bottom plate (21) and are hinged with bottom plate (21)；Side Template (23) it is located on bottom plate (21), Side Template (23) is equipped with reinforced hole to wear reinforcing bar；The side template (22) and Side Template (23) Surround the molding space of precast beam.
- A kind of 5. precast beam molding die according to claim 4, it is characterised in that：Bottom plate (21) both sides are equipped with side Side skeleton (13), side frame (13) are located at side of the Side Template (23) away from molding space, and the first clamping member (11) screw thread connects It is connected on side frame (13).
- A kind of 6. precast beam molding die according to claim 5, it is characterised in that：The fixed frame further includes positioning seat (14), positioning seat (14) is threaded on bottom plate (21), and positioning seat (14) is equipped with muscle position groove corresponding with reinforced hole, with limit Determine the position of reinforcing bar erection.
- A kind of 7. precast beam molding die according to claim 4, it is characterised in that：The side template (22) is equipped with height Frequency vibration device (25), so that the concrete dense uniform in molding space.
- A kind of 8. precast beam molding die according to claim 4, it is characterised in that：The side template (22), which is equipped with, to be shaken Movable plate (24), oscillating plate (24) are equipped with dither (25), so as to the concrete dense uniform in molding space and change Vibrator is convenient.
- A kind of 9. precast beam molding die according to claim 8, it is characterised in that：The oscillating plate (24) and high frequency vibrating Rubber pad (26) is equipped between dynamic device (25), to protect dither (25) to extend its service life.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109528.8U CN207327246U (en) | 2017-08-31 | 2017-08-31 | A kind of precast beam molding die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109528.8U CN207327246U (en) | 2017-08-31 | 2017-08-31 | A kind of precast beam molding die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207327246U true CN207327246U (en) | 2018-05-08 |
Family
ID=62371828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721109528.8U Expired - Fee Related CN207327246U (en) | 2017-08-31 | 2017-08-31 | A kind of precast beam molding die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207327246U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110328743A (en) * | 2019-08-02 | 2019-10-15 | 福建省泷澄建筑工业有限公司 | A kind of precast beam end installation mold and its construction method |
| CN113263586A (en) * | 2021-04-28 | 2021-08-17 | 龚鹏鹏 | Forming die of prefabricated reinforced concrete |
| CN113334543A (en) * | 2021-06-18 | 2021-09-03 | 山东齐利得重工集团有限公司 | Full-automatic intelligent control precast beam production line |
-
2017
- 2017-08-31 CN CN201721109528.8U patent/CN207327246U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110328743A (en) * | 2019-08-02 | 2019-10-15 | 福建省泷澄建筑工业有限公司 | A kind of precast beam end installation mold and its construction method |
| CN113263586A (en) * | 2021-04-28 | 2021-08-17 | 龚鹏鹏 | Forming die of prefabricated reinforced concrete |
| CN113263586B (en) * | 2021-04-28 | 2022-10-11 | 龚鹏鹏 | Forming die of prefabricated reinforced concrete |
| CN113334543A (en) * | 2021-06-18 | 2021-09-03 | 山东齐利得重工集团有限公司 | Full-automatic intelligent control precast beam production line |
| CN113334543B (en) * | 2021-06-18 | 2023-01-13 | 山东齐利得重工集团有限公司 | Full-automatic intelligent control precast beam production line |
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Legal Events
| 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: 20180508 Termination date: 20190831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |