CN208950305U - A kind of assembly concrete beam forms structure and its support system - Google Patents

A kind of assembly concrete beam forms structure and its support system Download PDF

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Publication number
CN208950305U
CN208950305U CN201821215748.3U CN201821215748U CN208950305U CN 208950305 U CN208950305 U CN 208950305U CN 201821215748 U CN201821215748 U CN 201821215748U CN 208950305 U CN208950305 U CN 208950305U
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CN
China
Prior art keywords
plate
party
concrete beam
side panel
beam forms
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Expired - Fee Related
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CN201821215748.3U
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Chinese (zh)
Inventor
李奕俊
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.)
Jiangmen Friend Building Formwork Co Ltd
Original Assignee
Jiangmen Friend Building Formwork Co Ltd
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Priority to CN201821215748.3U priority Critical patent/CN208950305U/en
Application granted granted Critical
Publication of CN208950305U publication Critical patent/CN208950305U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of assembly concrete beam forms structure and its support systems.By the sill plate surface two sides in bottom plate, one side panel is respectively set, and it is attached to form concrete beam mould board by connector, it is reinforced between the side panel being oppositely arranged by Screw arbor with nut at both-ends, simplify installation method, accessory may be reused simultaneously, improve construction efficiency and cyclic utilization rate.

Description

A kind of assembly concrete beam forms structure and its support system
Technical field
The utility model relates to building engineering field, especially a kind of assembly concrete beam forms structure and its support system System.
Background technique
Currently, conventional concrete beam is installed in the form of installing wooden side template additional at end template.In terms of construction angle, The prior art set-up time is longer, complex procedures, and consumes a large amount of timber, is unfavorable for environmental protection.In terms of installation quality effect, Plank sheathing seam is more, intensity is weak, and the link position of side plate and pedestal is not fixed, it is easy to because of the artificial mistake of construction personnel It misleads and causes the wooden side plate setting angle not right, therefore the prior art does not adapt to the trend and requirement of current assembled architecture construction.
Utility model content
To solve the above problems, the setting side board group at bottom plate can be passed through the purpose of this utility model is to provide a kind of The concrete beam mould board structure of synthesis is able to achieve quick fixed installation in practical applications, improves construction efficiency.
The technical solution adopted by the utility model to solve the problem is as follows: a kind of assembly concrete beam forms structure, packet It includes:
Including bottom plate and the side panel for being set to bottom plate two sides, the side panel face of bottom plate two sides is arranged, the bottom It is provided with sill plate at the top of plate, the sill plate is provided with connecting hole;
It further include side rail plate, the side rail plate is fixedly connected on the inside of side panel;
It further include being fixed on that second party on the outside of the side panel is logical and third party is logical, the second party is logical and third party is logical In be provided with connecting hole;
Third party on the downside of the side panel, which is led to, to be connected with sill plate by connector.
Further, the bottom plate further includes that corbel plate and first party are logical, and the sill plate and corbel plate are logical by first party It is fixedly connected;Corbel board bottom portion is connected with attachment base.
Further, the corbel plate and side panel are sheet metal;The first party is logical, second party is logical and third party leads to and is Aluminum side is logical.
It further, further include Screw arbor with nut at both-ends, the top and bottom of the side panel of the face setting pass through described pair of drawing spiral shell Bar connection, the Screw arbor with nut at both-ends two sides are locked by bolt.
Further, tongue is provided on the outside of the side panel, the tongue is equipped with pair for connecting Screw arbor with nut at both-ends Draw screw hole.
Further, the tongue is equidistantly positioned on the outside of side panel, and in the tongue is 2 to screw hole quantity is drawn.
Further, the sides adjacent panel positioned at sill plate the same side leads to the connecting hole of setting by adjacent second party to connect Part is connected.
Further, the top of the side panel is connected with jack rafter plate by connector.
Further, the connector includes pin and selling sheet.
Further, a kind of concrete beam mould board structural support system, comprising: support rod and be set to adjacent two support rods Between first level bar and the second horizon bar;The support rod is connected with attachment base.
The beneficial effects of the utility model are: the utility model uses a kind of assembly concrete beam forms structure and its branch Support system, by sill plate two sides by connector connecting side panel formed concrete pit, to compared with the prior art in bed die Plate installs the way of wooden form additional, and the utility model realizes the assembled installation of standardization part, improves the efficiency of installation, Being connected to connecting hole by connector can effectively avoid side panel angle caused by artificial installation error not right, realize quick standard True construction and installation.
Detailed description of the invention
The utility model is described in further detail with example with reference to the accompanying drawing.
Fig. 1 is a kind of diagrammatic cross-section of assembly concrete beam forms structure of the utility model;
Fig. 2 is a kind of sill plate schematic diagram of assembly concrete beam forms structure of the utility model;
Fig. 3 is a kind of side schematic view of the side panel of assembly concrete beam forms structure of the utility model;
Fig. 4 is that a kind of first embodiment that assembly concrete beam forms structure is connect with support system of the utility model is shown It is intended to;
Fig. 5 is that a kind of second embodiment that assembly concrete beam forms structure is connect with support system of the utility model is shown It is intended to;
Fig. 6 is a kind of side schematic view that assembly concrete beam forms structure is connect with support system of the utility model.
Drawing reference numeral explanation:
1, attachment base;2, connector;3, first party is logical;4, corbel plate;5, second party is logical;6, sill plate;7, side panel;8, Side rail plate;9, third party is logical;10, Screw arbor with nut at both-ends;11, bottom plate;12, tongue;13, connecting hole;14, support rod;15, jack rafter plate; 16, first level bar;17, the second horizon bar;18, split bolt.
Specific embodiment
- Fig. 2 referring to Fig.1, a kind of assembly concrete beam forms structure of the utility model, comprising: including 11 He of bottom plate It is set to the side panel 7 of 11 two sides of bottom plate, 7 face of side panel of 11 two sides of bottom plate is arranged, is arranged at the top of the bottom plate 11 There is sill plate 6, the sill plate 6 is provided with connecting hole 13;
It further include side rail plate 8, the side rail plate 8 is fixedly connected on 7 inside of side panel;
It further include the second party logical 5 and third party logical 9, the second party logical 5 and third for being fixed on 7 outside of side panel Connecting hole 13 is provided in side logical 9;
The third party logical 9 of 7 downside of side panel is connected with sill plate 6 by connector 2.
Wherein, two pieces of side panels 7 are installed on the two sides on 6 surface of sill plate, are close to the of connection with sill plate 6 as shown in the figure It include multiple connecting holes equidistantly distributed in tripartite logical 9, third party is led to 9 with connector 2 and is connected to bottom by all connecting holes In plank 6, lead to 9 due to third party and be fixedly installed on 7 side of side panel, third party logical 9 and bottom are connected by connector 2 Plank 6 is equivalent to and connects side panel 7 and sill plate 6.
Preferably, the second party logical 5 and third party logical 9 are vertical direction.
Wherein, as shown in Fig. 2, 6 two sides of sill plate are each provided with 3 connecting holes 13, side panel 7 is connected with sill plate 6 It can according to need when connecing and any one connecting hole selected to be attached, to meet the beams of concrete structure need of different in width It asks.
Wherein, the other side of side panel 7 is fixedly installed side rail plate 8, side rail plate 8 and the same size of side panel 7, therefore works as side After panel 7 is fixed on sill plate 6, side rail plate 8 also corresponds to be fixed on sill plate 6.
Wherein, since the side that side panel 7 is provided with side rail plate 8 is relatively arranged on 6 surface of sill plate, then sill plate 6 with Two blocks of side rail plates 8 form concave groove, for loading concrete.
Further, the bottom plate 11 further includes corbel plate 4 and first party logical 3, and the sill plate 6 and corbel plate 4 pass through the One side logical 3 is fixedly connected;4 bottom of corbel plate is connected with attachment base 1.
Wherein, as shown in Figure 1, being each provided with first party logical 3 at the left and right sides edge of 4 upper surface of corbel plate, two articles the One side is led to 3 shorter edges and is fixedly connected respectively with corbel plate 4 and sill plate 6.
Preferably, 4 bottom of corbel plate is bolted with attachment base 1.
Further, the corbel plate 4 and side panel 7 are sheet metal;The first party leads to 3, second party logical 5 and third party Logical 9 is logical for aluminum side.
Preferably, first party logical 3 is logical for the aluminum side of 80mm*40mm, and second party logical 5 and third party logical 9 use 48mm* The aluminum side of 30mm is logical.
Wherein, the recycling of plate may be implemented using sheet metal, take out connector 2 and each right after being finished every time It draws screw rod 10 i.e. dismountable, realizes recycling.
It further, further include Screw arbor with nut at both-ends 10, the top and bottom of the side panel 7 of the face setting pass through described pair of drawing Screw rod 10 connects, and 10 two sides of Screw arbor with nut at both-ends are locked by bolt 18.
With reference to Fig. 3, further, the outside of the side panel 7 is provided with tongue 12, and the tongue 12 is equipped with for connecting Screw arbor with nut at both-ends 10 to draw screw hole.
Wherein, fixed to drawing screw 10 to drawing screw hole to be used in tongue 12, therefore tongue 12 is metal material tongue, Thereby guarantee that intensity.
Further, the tongue 12 be equidistantly positioned in the outside of side panel 7, the tongue 12 to drawing screw hole quantity It is 2.
Preferably, in order to guarantee uniform force, same is maintained at as shown in Figure 3 to drawing screw hole in the adjacent tongue 12 On straight line.
Preferably, described pair of drawing screw hole quantity can increase according to engineering practice, to adapt to different engineering demands.
With reference to Fig. 6, further, the sides adjacent panel 7 positioned at 6 the same side of sill plate passes through logical 5 setting of adjacent second party Connecting hole 13 is connected with connector 2.
Wherein, lay out in parallel between multiple side panels 7, the second party logical 5 between two neighboring side panel 7 mutually closely, And be attached by connector and selling sheet, to guarantee stability.
Further, the top of the side panel 7 is connected with jack rafter plate 15 by connector 2.
As shown in Figure 1, concrete beam mould board structural top is ceiling, therefore jack rafter plate 15 is vertical with side panel 7 sets It sets, the jack rafter plate 15 is integrally formed with side rail plate 8.
Further, the connector 2 includes pin and selling sheet.
With reference to Fig. 4, a kind of support system of concrete beam mould board structure, comprising: support rod 14 and be set to adjacent two First level bar 16 and the second horizon bar 17 between support rod 14;The support rod 14 is connected with attachment base 1.
Wherein, the support rod 14 is connected by bolt with attachment base 1.
With reference to Fig. 5, a kind of assembly concrete beam forms structure, basic structure is essentially identical with first embodiment, has It distinguishes below: having 3 first party logical 3 on the upside of the corbel plate 4, downside includes 2 attachment bases 1, and described two attachment bases 1 are distinguished Connect 1 connecting rod 14.
The above, the only preferred embodiment of the utility model, the utility model are not limited to above-mentioned implementation Mode, as long as its technical effect for reaching the utility model with identical means, all should belong to the protection scope of the utility model.

Claims (10)

1. a kind of assembly concrete beam forms structure, it is characterised in that: including bottom plate (11) and be set to bottom plate (11) two sides Side panel (7), side panel (7) the face setting of bottom plate (11) two sides is provided with sill plate at the top of the bottom plate (11) (6), the sill plate (6) is provided with connecting hole (13);
It further include side rail plate (8), the side rail plate (8) is fixedly connected on the inside of side panel (7);
Further include being fixed on that second party on the outside of the side panel (7) leads to (5) and third party leads to (9), the second party logical (5) and Third party, which is led in (9), is provided with connecting hole (13);
Third party on the downside of the side panel (7) leads to (9) and is connected with sill plate (6) by connector (2).
2. a kind of assembly concrete beam forms structure according to claim 1, it is characterised in that: the bottom plate (11) is also Lead to (3) including corbel plate (4) and first party, the sill plate (6) is led to (3) by first party with corbel plate (4) and is fixedly connected;Institute Corbel plate (4) bottom is stated to be connected with attachment base (1).
3. a kind of assembly concrete beam forms structure according to claim 2, it is characterised in that: the corbel plate (4) It is sheet metal with side panel (7);The first party leads to (3), second party leads to (5) and third party is led to (9) and led to for aluminum side.
4. a kind of assembly concrete beam forms structure according to claim 1, it is characterised in that: further include Screw arbor with nut at both-ends (10), the top and bottom of the side panel (7) of the face setting are connected by the Screw arbor with nut at both-ends (10), the Screw arbor with nut at both-ends (10) two sides are locked by bolt (18).
5. a kind of assembly concrete beam forms structure according to claim 4, it is characterised in that: the side panel (7) Outside be provided with tongue (12), the tongue (12) be equipped with for connect Screw arbor with nut at both-ends (10) to draw screw hole.
6. a kind of assembly concrete beam forms structure according to claim 5, it is characterised in that: described tongue (12) etc. Distance is set on the outside of side panel (7), and in the tongue (12) is 2 to screw hole quantity is drawn.
7. a kind of assembly concrete beam forms structure according to claim 1, it is characterised in that: be located at sill plate (6) The sides adjacent panel (7) of the same side is connected by the connecting hole (13) that adjacent second party leads to (5) setting with connector (2).
8. a kind of assembly concrete beam forms structure according to claim 1, it is characterised in that: further include being set to side The jack rafter plate (15) of panel (7) upper end, the jack rafter plate (15) are connected with side panel (7) by connector (2).
9. a kind of assembly concrete beam forms structure according to claim 8, it is characterised in that: the connector (2) Including pin and selling sheet.
10. a kind of concrete beam mould board using a kind of any assembly concrete beam forms structure of claim 1-9 Structural support system characterized by comprising support rod (14) and the first water being set between adjacent two support rods (14) Flat bar (16) and the second horizon bar (17);The support rod (14) is connected with attachment base (1).
CN201821215748.3U 2018-07-30 2018-07-30 A kind of assembly concrete beam forms structure and its support system Expired - Fee Related CN208950305U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821215748.3U CN208950305U (en) 2018-07-30 2018-07-30 A kind of assembly concrete beam forms structure and its support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821215748.3U CN208950305U (en) 2018-07-30 2018-07-30 A kind of assembly concrete beam forms structure and its support system

Publications (1)

Publication Number Publication Date
CN208950305U true CN208950305U (en) 2019-06-07

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CN201821215748.3U Expired - Fee Related CN208950305U (en) 2018-07-30 2018-07-30 A kind of assembly concrete beam forms structure and its support system

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756231A (en) * 2018-07-30 2018-11-06 江门友建建筑模板有限公司 A kind of assembly concrete beam form harden structure and its support system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756231A (en) * 2018-07-30 2018-11-06 江门友建建筑模板有限公司 A kind of assembly concrete beam form harden structure and its support system

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190607

Termination date: 20200730

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