CN209682495U - A kind of load-bearing beam mould of adjustable deck-siding - Google Patents

A kind of load-bearing beam mould of adjustable deck-siding Download PDF

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Publication number
CN209682495U
CN209682495U CN201920006462.2U CN201920006462U CN209682495U CN 209682495 U CN209682495 U CN 209682495U CN 201920006462 U CN201920006462 U CN 201920006462U CN 209682495 U CN209682495 U CN 209682495U
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CN
China
Prior art keywords
template
pair
load
side template
bearing beam
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201920006462.2U
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Chinese (zh)
Inventor
陈瑜
程肖姚
黄桂宏
尤峰
王勇
纪先锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Tuxin Building Technology Co Ltd
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Jiangsu Tuxin Building Technology Co Ltd
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Priority to CN201920006462.2U priority Critical patent/CN209682495U/en
Application granted granted Critical
Publication of CN209682495U publication Critical patent/CN209682495U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to architectural precast technical fields, it is intended to provide a kind of load-bearing beam mould of adjustable deck-siding, its key points of the technical solution are that: including end template, a pair of of side template and a pair of of Side Template, a pair of side template is arranged in parallel along end template length direction, a pair of Side Template is arranged in parallel along end template width direction, the end of a pair of side template is fixedly connected with connection board, a pair of Side Template respectively with connection board dismantling connection, the end template offers installation stage along its width direction, Width adjusting mechanism is provided in the installation stage, the latch assembly for positioning Width adjusting mechanism is provided on the Width adjusting mechanism.The utility model has the advantages of prefabricated spandrel girder deck-siding is adjusted, improves mold versatility.

Description

A kind of load-bearing beam mould of adjustable deck-siding
Technical field
The utility model relates to architectural precast technical field, in particular to a kind of load-bearing beam form of adjustable deck-siding Tool.
Background technique
With the fast development of construction industry, increasingly scale application is used for building trade to prefabrication, for building pre- Product is primarily referred to as being prefabricated in the factory the qualified component of completion.Prefabricated components are transported to construction site when construction, then will be prefabricated Part is assembled into related building body.The prefabricated of building element is related to the use of mold, and load-bearing beam mould is highly important one kind Prefabricated-member mould.
Notification number is that the Chinese patent of CN207327246U discloses a kind of precast beam molding die, including fixed frame and mould Board group, template group opposite sides are each provided with a fixed frame, and fixed frame includes first clamping member and the second clamping piece, the first folder Gripping member is connect with the second clamping piece opposite thread, and first clamping member is equipped with the first groove, and the first groove and the second clamping piece are formed Holding holes, holding holes are used to grip the reinforcing bar stretched out out of precast beam, and holding holes are perpendicular to horizontal direction, and holding holes are along water Square to arrangement.
Although this technical solution can grip framework of steel reinforcement in mold, mold in actual use Width can not be adjusted, and limit the versatility of mold in this way, therefore there are certain defects, require further improvement.
Utility model content
The purpose of the utility model is to provide a kind of load-bearing beam moulds of adjustable deck-siding, have and prefabricated spandrel girder is adjusted The advantages of deck-siding, raising mold versatility.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of load-bearing beam mould of adjustable deck-siding, including end template, a pair of of side template and a pair of of Side Template, described in a pair Side template is arranged in parallel along end template length direction, and a pair of Side Template is arranged in parallel along end template width direction, Yi Duisuo The end for stating side template is fixedly connected with connection board, a pair of Side Template respectively with connection board dismantling connection, the bottom Template offers installation stage along its width direction, is provided with Width adjusting mechanism in the installation stage, sets on the Width adjusting mechanism It is equipped with the latch assembly for positioning Width adjusting mechanism.
By using above-mentioned technical proposal, side template is carried out position adjusting along end template width direction by Width adjusting mechanism, is led to It crosses latch assembly and will regulate the side template of spacing and carry out locking positioning, then by the Side Template being adapted to side form plate spacing and connection End plate connection is fixed, and be can achieve adjusting side mould plate spacing in this way and is adapted to the effect that the prefabricated spandrel girder of different in width pours.
Further, the Width adjusting mechanism includes the connection frame being fixedly connected in connection board, is opened in installation stage The level board of the slippage slot of vertical plane, the connection frame is fixedly connected on the lateral surface of connection board, described to connect the vertical of frame Plate is installed with connection sheet close to the side of installation stage vertical plane, and the connection sheet is connected with sliding in the sliding in slippage slot Piece.
By using above-mentioned technical proposal, connection frame is pushed manually, makes to connect the sliding sheet in frame drive connection sheet along sliding Slot sliding is moved, to achieve the effect that sliding adjusts spacing between a pair of of side template.
Further, the arc for carrying out limition orientation to sliding sheet is offered at the top and bottom of the slippage slot to lead To slot.
By using above-mentioned technical proposal, when sliding sheet slides in slippage slot, arc guide groove plays limit to sliding sheet The effect of position guiding, to keep the sliding of sliding sheet more stable.
Further, connection frame vertical plate bottom is fixedly connected with lockable idler wheel.
By using above-mentioned technical proposal, when sliding adjusting side mould plate, idler wheel can play the work to connection frame support With to achieve the effect that further increase the mobile adjusting stationarity of side template;Another aspect idler wheel can carry out locking positioning, Side template locking stability can be increased.
Further, the limition orientation slot being adapted to idler wheel is offered on the horizontal plane of the installation stage.
By using above-mentioned technical proposal, limition orientation slot carries out limition orientation to idler wheel, increases the flat of idler wheel rolling Stability.
Further, the latch assembly includes pushing against screw rod and tightening knob, and the threaded one end for pushing against screw rod passes through It wears and is connected to vertical plate and sliding sheet and abuts to slippage slot inner wall, it is vertical that the other end for pushing against screw rod is through to connection frame On the outside of plate and it is fixedly connected with tightening knob.
By using above-mentioned technical proposal, after side form Board position good according to required width adjusting, can be revolved with rotational fastener Button, will push against screw rod and slippage slot inner wall is pushed against and fixed, to achieve the effect that opposite side template lock fastening position.
Further, the bed die plate surface is provided with rubber spacer.
By using above-mentioned technical proposal, rubber spacer surface smoother can reduce side template along bed die board width Frictional resistance when direction slides between end template upper surface increases the stationarity that side template sliding adjusts spacing to reach And convenience.
Further, the slippage slot, which is located at the side notch of installation stage length direction, is rotatably connected to limiting block Piece.
By using above-mentioned technical proposal, to the notch direction rotary spacing baffle of slippage slot, make to limit baffle rotate to Horizontal position, when sliding sliding sheet along slippage slot, limit baffle, which can play the role of limiting sliding sheet, to be stopped, thus anti- Only sliding sheet skids off slippage slot and influences the adjusting of side template.
Further, the installation stage vertical plane is provided with graduated scale at connection board.
By using above-mentioned technical proposal, graduated scale can be played quickly in adjusting side mould plate spacing between mark side template Away from effect, thus achieve the effect that improve adjust efficiency.
In conclusion the utility model has the following beneficial effects:
1. setting is used for adjusting side mould in installation stage by opening up installation stage in the end of end template width direction The Width adjusting mechanism of plate spacing and latch assembly for positioning locking Width adjusting mechanism, are suitable for reach adjusting side mould plate spacing The effect that the prefabricated spandrel girder of different in width pours;
2. by the way that idler wheel is arranged in the vertical plate bottom of connection frame, and opening up on the horizontal plane of installation stage and being fitted with idler wheel The limition orientation slot matched, to achieve the effect that more steady sliding side template.
Detailed description of the invention
Fig. 1 is a kind of overall structure diagram of the load-bearing beam mould of adjustable deck-siding in embodiment;
Fig. 2 is the partial enlargement diagram of part A in Fig. 1;
Fig. 3 is in embodiment for embodying the structural schematic diagram for adjusting wide structure;
Fig. 4 is the partial enlargement diagram of part B in Fig. 3.
In figure, 1, end template;2, side template;3, connection board;31, inserting groove;4, Side Template;41, grafting item;5, it installs Stage;6, Width adjusting mechanism;61, frame is connected;611, level board;612, vertical plate;62, slippage slot;621, arc guide groove;7, even Contact pin;8, sliding sheet;9, idler wheel;10, limition orientation slot;11, latch assembly;111, screw rod is pushed against;112, tightening knob;12, Limit baffle;13, rubber spacer;14, graduated scale.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:
A kind of load-bearing beam mould of adjustable deck-siding, as depicted in figs. 1 and 2, including end template 1, a pair of of side template 2 and one To Side Template 4, one pair of them side template 2 is arranged in parallel along 1 length direction of end template, and a pair of of Side Template 4 is along 1 width side of end template To being arranged in parallel, be fixedly connected to connection board 3 in the end of a pair of of side template 2, a pair of of Side Template 4 distinguish dismantling connection in In connection board 3, inserting groove 31 is offered close to the side of Side Template 4 in connection board 3, in Side Template 4 and connection board 3 Close side is provided with the grafting item 41 being adapted to inserting groove 31, and grafting item 41 is directly plugged in inserting groove 31 can be real Existing Side Template 4 is quickly connected and fixed with connection board 3.
As shown in Figure 3 and Figure 4, installation stage 5 is offered in the width direction along end template 1, installation stage 5 is perpendicular by one It faces directly and is formed with a horizontal plane, Width adjusting mechanism 6 is provided in installation stage 5, Width adjusting mechanism 6 includes being fixedly connected on connection Connection frame 61 on end plate 3, the slippage slot 62 being provided on installation 5 vertical plane of stage, the level board 611 of connection frame 61 is fixed to be connected The lateral surface in connection board 3 is connect, the vertical plate 612 for connecting frame 61 is installed with connection close to the side of installation 5 vertical plane of stage Piece 7, connection sheet 7 are connected with sliding in the sliding sheet 8 in slippage slot 62, connection frame 61 are pushed to make 8 edge of sliding sheet in connection sheet 7 Slippage slot 62 slides, to achieve the effect that sliding adjusts spacing between a pair of of side template 2.
As shown in figure 4, being offered respectively in the top and bottom of slippage slot 62 for arc guide groove 621, when along sliding When slot 62 slides sliding sheet 8, the top and bottom of sliding sheet 8 are fitted in arc guide groove 621,621 pairs of cunnings of arc guide groove It moves piece 8 and plays the role of limition orientation, to keep the sliding of sliding sheet 8 more stable.
As shown in figure 4, limition orientation slot 10 is offered on the horizontal plane of installation stage 5, connection 61 vertical plate 612 of frame Bottom is installed with the idler wheel 9 that can be positioned with locking, and idler wheel 9 is adapted with limition orientation slot 10.At connection 61 vertical plate of frame, 612 bottom Portion's setting idler wheel 9 can play the role of further supporting connection frame 61.Connection frame 61 is pushed to slide along slippage slot 62, Side template 2 is set to carry out position adjusting along 1 width direction of end template, idler wheel 9 is rolled along limition orientation slot 10, reaches more flat The effect of steady swimmingly 2 spacing of slidable adjustment side template.
As shown in figure 4, the latch assembly 11 for being positioned to Width adjusting mechanism 6, locking group are arranged on Width adjusting mechanism 6 Part 11 includes pushing against screw rod 111 and tightening knob 112, and the one end for pushing against screw rod 111 is run through with vertical plate 612 and sliding sheet 8 to be connected It connects and abuts to 62 inner wall of slippage slot, be fixedly connected pushing against the end that screw rod 111 is through on the outside of connection 61 vertical plate of frame 612 There is tightening knob 112.After regulating the position of side template 2, rotational fastener knob 112 simultaneously will push against screw rod 111 and slippage slot 62 inner walls, which push against, to be fixed, to achieve the effect that position 2 locking of side template.
As shown in Figure 3 and Figure 4, it is rotatably connected at the side notch that slippage slot 62 is located at installation 5 length direction of stage Baffle 12 is limited, to the notch direction rotary spacing baffle 12 of slippage slot 62, makes to limit the rotation of baffle 12 to horizontal position, works as edge When slippage slot 62 slides sliding sheet 8, limit baffle 12 can carry out limit blocking to sliding sheet 8, to prevent sliding sheet 8 from skidding off Slippage slot 62.
As shown in figure 4, being fixed with rubber spacer 13,13 table of rubber spacer by viscous stick of glue in the upper surface of end template 1 Face is smooth, can reduce the frictional resistance being subject to when side template 2 slides, and reaches more steady sliding 2 spacing of adjusting side mould plate Effect.The graduated scale 14 of stainless steel is fixedly connected at connection board 3 on installation 5 vertical plane of stage, graduated scale 14 can To play the role of in adjusting side mould 2 spacing of plate quickly to subject distance, to improve adjusting efficiency.
Specific implementation process:
Connection frame 61 is pushed to slide sliding sheet 8 along slippage slot 62, the idler wheel 9 for connecting 61 bottom of frame is also led in limit simultaneously It is rolled under to the limition orientation of slot 10, thus realize that side template 2 carries out position adjusting on 1 surface of end template in the width direction, when When predetermined graduated is arrived in the adjusting of side template 2 as requested, screwing abutting screw rod 111 makes abutting screw rod abutting be fixed on slippage slot 62 Inner wall, then 9 locking of idler wheel is positioned, to complete the adjusting of 2 spacing of side template.The end mould that will be adapted to again with 2 spacing of side template Plate 4 is plugged and fixed with connection board 3, and side template 2 and Side Template 4 are finally fixedly connected into the casting area of prefabricated spandrel girder.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but As long as all by the protection of Patent Law in the scope of the claims of the utility model.

Claims (9)

1. a kind of load-bearing beam mould of adjustable deck-siding, including end template (1), a pair of of side template (2) and a pair of of Side Template (4), A pair of side template (2) is arranged in parallel along end template (1) length direction, and a pair of Side Template (4) is along end template (1) width Direction is arranged in parallel, it is characterised in that: the end of a pair of side template (2) is fixedly connected with connection board (3), described in a pair For Side Template (4) respectively with connection board (3) dismantling connection, the end template (1) offers installation stage along its width direction (5), it is provided with Width adjusting mechanism (6) on the installation stage (5), is provided on the Width adjusting mechanism (6) and adjusts wide machine for positioning The latch assembly (11) of structure (6).
2. a kind of load-bearing beam mould of adjustable deck-siding according to claim 1, it is characterised in that: the Width adjusting mechanism It (6) include the connection frame (61) being fixedly connected on connection board (3), the slippage slot for being opened in installation stage (5) vertical plane (62), the level board (611) of connection frame (61) is fixedly connected on the lateral surface of connection board (3), the connection frame (61) Vertical plate (612) close to installation stage (5) vertical plane side be installed with connection sheet (7), the connection sheet (7) is connected with cunning It moves in the sliding sheet (8) in slippage slot (62).
3. a kind of load-bearing beam mould of adjustable deck-siding according to claim 2, it is characterised in that: the slippage slot (62) Top and bottom offer for sliding sheet (8) carry out limition orientation arc guide groove (621).
4. a kind of load-bearing beam mould of adjustable deck-siding according to claim 3, it is characterised in that: the connection frame (61) Vertical plate (612) bottom is fixedly connected with lockable idler wheel (9).
5. a kind of load-bearing beam mould of adjustable deck-siding according to claim 4, it is characterised in that: the installation stage (5) the limition orientation slot (10) being adapted to idler wheel (9) is offered on horizontal plane.
6. a kind of load-bearing beam mould of adjustable deck-siding according to claim 1, it is characterised in that: the latch assembly It (11) include pushing against screw rod (111) and tightening knob (112), the threaded one end for pushing against screw rod (111) is perpendicular through being connected to Straight panel (612) and sliding sheet (8) are simultaneously abutted to slippage slot (62) inner wall, and the other end for pushing against screw rod (111) is through to company It connects on the outside of frame (61) vertical plate (612) and is fixedly connected with tightening knob (112).
7. a kind of load-bearing beam mould of adjustable deck-siding according to claim 6, it is characterised in that: the end template (1) Surface is provided with rubber spacer (13).
8. a kind of load-bearing beam mould of adjustable deck-siding according to claim 7, it is characterised in that: the slippage slot (62) Limit baffle (12) is rotatably connected at the side notch of installation stage (5) length direction.
9. a kind of load-bearing beam mould of adjustable deck-siding according to claim 8, it is characterised in that: the installation stage (5) vertical plane is provided with graduated scale (14) at connection board (3).
CN201920006462.2U 2019-01-03 2019-01-03 A kind of load-bearing beam mould of adjustable deck-siding Expired - Fee Related CN209682495U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920006462.2U CN209682495U (en) 2019-01-03 2019-01-03 A kind of load-bearing beam mould of adjustable deck-siding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920006462.2U CN209682495U (en) 2019-01-03 2019-01-03 A kind of load-bearing beam mould of adjustable deck-siding

Publications (1)

Publication Number Publication Date
CN209682495U true CN209682495U (en) 2019-11-26

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110375210A (en) * 2019-08-09 2019-10-25 利亚德光电股份有限公司 Safe lock set and LED module component with it
CN111391077A (en) * 2020-03-25 2020-07-10 重庆建筑工程职业学院 Horizontal splicing device for prefabricated bridge pier template of assembled bridge
CN111605050A (en) * 2020-06-15 2020-09-01 界首市宝业瑞祥建筑工业化有限公司 Assembled concrete prefabricated part mould
CN112324196A (en) * 2020-10-29 2021-02-05 吕艳红 Gallery bearing structure
CN113216607A (en) * 2021-04-27 2021-08-06 北京中铁诚业工程建设监理有限公司 Template support assembly for subway station side wall and supervision method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110375210A (en) * 2019-08-09 2019-10-25 利亚德光电股份有限公司 Safe lock set and LED module component with it
CN111391077A (en) * 2020-03-25 2020-07-10 重庆建筑工程职业学院 Horizontal splicing device for prefabricated bridge pier template of assembled bridge
CN111605050A (en) * 2020-06-15 2020-09-01 界首市宝业瑞祥建筑工业化有限公司 Assembled concrete prefabricated part mould
CN111605050B (en) * 2020-06-15 2021-10-08 界首市宝业瑞祥建筑工业化有限公司 Assembled concrete prefabricated part mould
CN112324196A (en) * 2020-10-29 2021-02-05 吕艳红 Gallery bearing structure
CN113216607A (en) * 2021-04-27 2021-08-06 北京中铁诚业工程建设监理有限公司 Template support assembly for subway station side wall and supervision method thereof
CN113216607B (en) * 2021-04-27 2023-02-28 北京中铁诚业工程建设监理有限公司 Template supporting assembly for side wall of subway station and supervision method thereof

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Granted publication date: 20191126