CN209670329U - A kind of multifunctional wall body formwork root positioning system - Google Patents
A kind of multifunctional wall body formwork root positioning system Download PDFInfo
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- CN209670329U CN209670329U CN201920341881.1U CN201920341881U CN209670329U CN 209670329 U CN209670329 U CN 209670329U CN 201920341881 U CN201920341881 U CN 201920341881U CN 209670329 U CN209670329 U CN 209670329U
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- 238000009415 formwork Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 238000010079 rubber tapping Methods 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000005266 casting Methods 0.000 abstract description 4
- 230000003447 ipsilateral effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of multifunctional wall body formwork root positioning system, including positioning card, to support reinforcing bar, positioning angle steel and positioning flitch;Two positioning cards are respectively arranged on the two sides panel of slab form, and vertical plate is close to the inside setting of foundation wall template, and lower positioning plate is stuck in the upper surface of slab form and connection fixed thereto;Support reinforcing bar is transversely and horizontally set between two positioning cards, both ends are fixedly connected with the vertical plate of positioning card respectively;It positions angle steel to be set on ipsilateral positioning card, horizontal side is bonded fixation with the upper positioning plate of positioning card;Positioning flitch is set on the inside of positioning angle steel and is fixedly connected, and medial surface corresponds to wall vertical bar position and offers gap.Tthe utility model system is along wall overall length wall form location control, with continuity, it is vdiverse in function, not only solve wall form orientation problem, and realize the accurate positionin of vertical reinforcement, floor absolute altitude when controllable floor concrete casting simultaneously, it is ensured that wall form root concrete surface flatness.
Description
Technical field
The utility model relates to Template Location technical field of construction, and in particular to a kind of multifunctional wall body formwork root positioning
System.
Background technique
Currently, building template as a kind of temporary supporting structure, make concrete structure, component by design requirement position
It sets, geometric dimension forming, is subdivisional work indispensable in structure construction, but existing Template Location is mostly used in wall steel
The mode for welding spacer bar on muscle is constructed, but spacer bar connect with wall steel bar and needs to use in the construction technology
Arc welding, arc welding can cause to damage to wall steel bar, secondly as wall vertical reinforcement mostly uses horizontal ladder muscle in construction
It is positioned, which can guarantee that vertical reinforcement spacing is uniform, not can guarantee that position is accurate singly, the feelings of deviation can often occurs
Condition, finally, due to wall root concrete surface flatness error problem, when wall form is in place, formwork root and coagulation
Native total surface will appear gap, and the foot of a wall after concreting is caused to be easy to appear bad root phenomenon.
The above problem concentrates on wall root, and serious person may cause wall form, wall vertical reinforcement, floor coagulation
There are quality problems in soil and walls concrete, therefore, are badly in need of a kind of novel wall form root positioning system at present.
Utility model content
The purpose of this utility model is to provide a kind of multifunctional wall body formwork root positioning systems, it is therefore intended that solves wall
Body formwork root deviation, wall vertical reinforcement deviation, wall root floorslab concrete surface irregularity, wall root concrete are rotten
The technical issues of the case where root, existing Template Location measure cannot reach above-mentioned purpose.
To realize the above-mentioned technical purpose, the utility model adopts the following technical solution:
A kind of multifunctional wall body formwork root positioning system is set on foundation wall template, the foundation wall template
Top and slab form integrally connected, it is characterised in that:
Including positioning card, to support reinforcing bar, positioning angle steel and positioning flitch;
The positioning card is arranged in pairs along the extending direction interval of foundation wall template, is F shape batten, including vertically arranged
Vertical plate and horizontally disposed lower positioning plate and upper positioning plate;Two positioning cards are respectively arranged on the two sides panel of slab form
On, the vertical plate is close to the inside setting of foundation wall template, and the lower positioning plate is stuck in the upper surface of slab form and therewith
It is fixedly connected;
Described pair of support reinforcing bar is transversely and horizontally set between two positioning cards, and both ends are fixed with the vertical plate of positioning card respectively to be connected
It connects;
The positioning angle steel is arranged along the extending direction vertical equity of foundation wall template, totally two, is respectively arranged on ipsilateral
Positioning card on, horizontal side is bonded fixation with the upper positioning plate of positioning card;
The positioning flitch is arranged along the extending direction vertical equity of foundation wall template, totally two, is respectively arranged on positioning
The inside of angle steel is fixedly connected with positioning angle steel, and the setting position that medial surface corresponds to wall vertical bar offers gap.
As the optimal technical scheme of the utility model, system generally cuboid framework, the positioning card shares two pairs,
The setting before and after the extending direction of foundation wall template, correspondingly, described pair of support reinforcing bar, positioning angle steel and positioning flitch have respectively
Two.
It is further preferred that the vertical plate, lower positioning plate and upper positioning plate are the wide steel plate of 4mm thickness, three's welding
Form an entirety;Described pair of support reinforcing bar is also to be welded and fixed with vertical plate.
It is further preferred that the horizontal side of the positioning angle steel is fixedly connected with upper positioning plate using self-tapping screw;Institute
Lower positioning plate is stated to be fixedly connected with the upper surface of slab form using self threading pin;The positioning flitch and positioning angle steel use and tie up silk
Binding is together.
It is further preferred that the height of the positioning card meets the upper surface of upper positioning plate and the upper surface of build floor to be poured
Concordantly;The upper surface of vertical side of angle steel is concordant is arranged with positioning for the positioning flitch.
It is further preferred that the width of horizontal side plate and the lower positioning plate of positioning card of the positioning angle steel and upper positioning plate
It is of same size.
It is furthermore preferred that described pair of support reinforcing bar is identical as the setting absolute altitude of two sides slab form.
Compared with prior art, the utility model has the technical advantages that:
1, it realizes along wall overall length wall form location control, there is continuity, solve existing formwork root positioning steel
Muscle arrangement have pitch requirements, it is discontinuous, can only be the technical issues of the several points of wall carry out wall form location control;
2, structure is simple, vdiverse in function: Tthe utility model system not only solves the orientation problem of wall form, simultaneously also
Floor absolute altitude when realizing the accurate positionin of wall vertical reinforcement, and angle steel being utilized to control floor concrete casting, it is ensured that wall
Formwork root concrete surface flatness, it is vdiverse in function;
3, it is effectively prevent existing spillage and bad root phenomenon: the utility model feature high using the straight degree of positioning angle steel itself,
Guarantee situations such as wall form is tightly contacted with angle steel, and wall root is not in spillage, rotten when concreting.
Detailed description of the invention
By made detailed description in conjunction with the following drawings, above-mentioned and/or other aspects and advantage of the utility model will
It becomes more apparent upon and is easier to understand, these attached drawings are only schematical, are not intended to limit the utility model, in which:
Fig. 1 be the utility model relates to multifunctional wall body formwork root positioning system schematic perspective view;
Fig. 2 is the disassemblying structure schematic diagram of multifunctional wall body formwork root positioning system in Fig. 1;
Fig. 3 is the structural schematic diagram of positioning card in Fig. 1;
Fig. 4 is the structural schematic diagram that angle steel is positioned in Fig. 1;
Fig. 5 is the structural schematic diagram that flitch is positioned in Fig. 1;
Fig. 6 is the use state diagram of multifunctional wall body formwork root positioning system in Fig. 1.
Appended drawing reference: positioning plate under 1- positioning card, 11- vertical plate, 12-, the upper positioning plate of 13-, 14- circular hole, 2- to support reinforcing bar,
3- positions angle steel, 4- positions flitch, 41- gap, 5- self-tapping screw, 6- self threading pin, 7- floor, 8- foundation wall template, the building 9-
Template die plate, 10- wall vertical bar.
Specific embodiment
Hereinafter, the implementation of the multifunctional wall body formwork root positioning system of the utility model is described with reference to the accompanying drawings
Example.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.The attached drawing of this specification is schematic diagram, and it is practical new to aid in illustrating this
The design of type, it is schematically indicated the shape and its correlation of each section.It note that for the ease of clearly showing this reality
With the structure of each component of new embodiment, do not drawn according to identical ratio between each attached drawing.Identical reference marker is used
In the identical part of expression.
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining that this is practical
It is novel, it is not intended to limit the scope of the utility model.Such as Fig. 1 and Fig. 2, a kind of multifunctional wall body formwork root positioning system,
Set on foundation wall template 8, on, the top of the foundation wall template 8 and 9 integrally connected of slab form, including positioning card
1, to support reinforcing bar 2, positioning angle steel 3 and positioning flitch 4;In the present embodiment, positioning system generally cuboid framework, the positioning
Card 1 shares two pairs, the setting before and after the extending direction of foundation wall template 8, correspondingly, described pair of support reinforcing bar 2, positioning angle steel 3
There are two respectively with positioning flitch 4.
Such as Fig. 3, the positioning card 1 is arranged in pairs along the extending direction interval of foundation wall template 8, is F shape batten, including
Vertically arranged vertical plate 11 and horizontally disposed lower positioning plate 12 and upper positioning plate 13, the plate thickness of vertical plate 11 are 50mm, width
50mm, lower positioning plate 12 and upper positioning plate 13 are 50 × 50mm;Two positioning cards 1 are respectively arranged on the two sides of slab form 8
On plate, the vertical plate 11 is close to the inside setting of foundation wall template 8, and the lower positioning plate 12 is stuck in the upper table of slab form 9
Face and connection fixed thereto;The vertical plate 11, lower positioning plate 12 and upper positioning plate 13 are the wide steel plate of 4mm thickness, three's weldering
It connects to form an entirety.
Such as Fig. 4, described pair of support reinforcing bar 2 is transversely and horizontally set between two positioning cards 1, and both ends are vertical with positioning card 1 respectively
Plate 11 is fixedly connected;Described pair of support reinforcing bar 2 is also to be welded and fixed with vertical plate 11.The length of support reinforcing bar 2 is subtracted for thickness of wall body
The sum of vertical plate thickness of the two sides 8mm() so that the positioning card 1 of two sides stablize it is firm
Such as Fig. 5, the positioning angle steel 3 is arranged along the extending direction vertical equity of foundation wall template 8, and totally two, respectively
On ipsilateral positioning card 1, horizontal side is bonded fixation with the upper positioning plate 13 of positioning card 1.Position the following table of angle steel 3
The absolute altitude in face absolute altitude floor concrete casting face, can be used for concrete casting elevation control.The positioning flitch 4 is along foundation wall
The extending direction vertical equity of template 8 is arranged, and totally two, is respectively arranged on the inside of positioning angle steel 3, fixed with positioning angle steel 3
Connection, the setting position that medial surface corresponds to wall vertical bar 10 offer gap 41, and wall vertical bar 10 passes through gap 41, gap thickness
=protective layer thickness+wall horizontal reinforcement diameter -4mm(i.e. the thickness of vertical plate 11), gap width=bar diameter+2mm, between gap
Away from=wall vertical reinforcement spacing.
In the present embodiment, the horizontal side of the positioning angle steel 3 is fixedly connected with upper positioning plate 13 using self-tapping screw 5;
The lower positioning plate 12 is fixedly connected with the upper surface of slab form 9 using self threading pin 6;The positioning flitch 4 and positioning angle steel 3
It is bound together using silk is tied up.
Such as Fig. 6, when setting, the height of the positioning card 1 meets the upper of the upper surface of upper positioning plate 13 and build floor to be poured
Flush;The upper surface of vertical side of angle steel 3 is concordant is arranged with positioning for the positioning flitch 4.The water of the positioning angle steel 3
The lower positioning plate 12 of the width of flat lateral plate and positioning card 1 and upper positioning plate 13 it is of same size.Described pair of support reinforcing bar 2 and two sides building
The setting absolute altitude of template die plate 9 is identical.
In addition, the utility model also provides the construction method of above-mentioned multifunctional wall body formwork root positioning system, including such as
Lower step:
Step 1: preparation: including material preparation and dimensional measurement;
Step 2: production positioning card 1: according to the design thickness of floor 7, determine the size of positioning card 1, production vertical plate 11,
Three is carried out welding and forms positioning card 1 by lower positioning plate 12 and upper positioning plate 13;
Step 3: welding is to support reinforcing bar 2: the inboard width according to foundation wall template 8 determines the length to support reinforcing bar 2,
Positioning card 1 is connected two-by-two with to support reinforcing bar 2;
Step 4: installation positioning angle steel 3: the horizontal side for positioning angle steel 3 is consolidated with upper positioning plate 13 using self-tapping screw 5
Fixed connection;
Step 5: making and installing positioning flitch 4: according to design size production positioning flitch 4, corresponding to wall vertical bar 10
Setting position opens up gap 41 on the inside of positioning flitch 4, and the vertical side of the lateral surface for positioning flitch 4 and positioning angle steel 3 is adopted
It is fixedly connected with self threading pin 6, so far, positioning system completes;
Step 6: positioning system and existing template system are fixed: the positioning card 1 of positioning system two sides is separately fixed at
Two sides have on template system, and vertical plate 11 is close to the inside setting of foundation wall template 8, and lower positioning plate 12 is stuck in slab form 9
Upper surface and connection fixed thereto, wall vertical bar 10 be inserted into gap 41 in fix;
Step 7: pouring build floor 7: floorslab concrete is poured, until the upper surface of excessively not upper positioning plate 13;
Step 8: the resetting of positioning angle steel 3: before floorslab concrete final set, unscrewing self-tapping screw 5, positioning angle steel 3 is torn open
Except being connect again with positioning card 1 after cleaning;It avoids causing the positioning angle steel later period that can not remove due to concrete coagulation.
So far, positioning construction is completed.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (7)
1. a kind of multifunctional wall body formwork root positioning system, generally cuboid framework, be set to foundation wall template (8) it
On, the top of the foundation wall template (8) and slab form (9) integrally connected, it is characterised in that:
Including positioning card (1), to support reinforcing bar (2), positioning angle steel (3) and positioning flitch (4);
The positioning card (1) is arranged in pairs along the extending direction interval of foundation wall template (8), is F shape batten, including vertically set
The vertical plate (11) and horizontally disposed lower positioning plate (12) and upper positioning plate (13) set;Two positioning cards (1) are respectively arranged on building
On the two sides panel of template die plate (8), the vertical plate (11) is close to the inside setting of foundation wall template (8), the lower positioning plate
(12) upper surface of slab form (9) and connection fixed thereto are stuck in;
Described pair of support reinforcing bar (2) is transversely and horizontally set between two positioning cards (1), the both ends vertical plate with positioning card (1) respectively
(11) it is fixedly connected;
Positioning angle steel (3) is arranged along the extending direction vertical equity of foundation wall template (8), totally two, is respectively arranged on same
On the positioning card (1) of side, horizontal side is bonded fixation with the upper positioning plate (13) of positioning card (1);
Positioning flitch (4) is arranged along the extending direction vertical equity of foundation wall template (8), and totally two, it is fixed to be respectively arranged on
The inside of parallactic angle steel (3) is fixedly connected with positioning angle steel (3), and the setting position that medial surface corresponds to wall vertical bar (10) opens up
There are gap (41).
2. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: the positioning card
(1) two pairs are shared, the setting before and after the extending direction of foundation wall template (8), correspondingly, described pair of support reinforcing bar (2), orientation angle
Steel (3) and positioning flitch (4) have two respectively.
3. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: the vertical plate
(11), lower positioning plate (12) and upper positioning plate (13) are the wide steel plate of 4mm thickness, and three welds to form an entirety;It is described
It is also to be welded and fixed to reinforcing bar (2) are supportted with vertical plate (11).
4. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: the orientation angle
The horizontal side of steel (3) is fixedly connected with upper positioning plate (13) using self-tapping screw (5);The lower positioning plate (12) and building slab
The upper surface of plate (9) is fixedly connected using self threading pin (6);The positioning flitch (4) and positioning angle steel (3) are existed using silk binding is tied up
Together.
5. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: the positioning card
(1) upper surface that height meets upper positioning plate (13) is concordant with the upper surface of build floor to be poured;The positioning flitch (4) and fixed
The upper surface of the vertical side of parallactic angle steel (3) is concordantly arranged.
6. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: the orientation angle
The lower positioning plate (12) of the width of the horizontal side plate of steel (3) and positioning card (1) and upper positioning plate (13) it is of same size.
7. a kind of multifunctional wall body formwork root positioning system according to claim 1, it is characterised in that: described pair of support steel
Muscle (2) is identical as the setting absolute altitude of two sides slab form (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920341881.1U CN209670329U (en) | 2019-03-18 | 2019-03-18 | A kind of multifunctional wall body formwork root positioning system |
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CN201920341881.1U CN209670329U (en) | 2019-03-18 | 2019-03-18 | A kind of multifunctional wall body formwork root positioning system |
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ID=68572011
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CN201920341881.1U Expired - Fee Related CN209670329U (en) | 2019-03-18 | 2019-03-18 | A kind of multifunctional wall body formwork root positioning system |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109779241A (en) * | 2019-03-18 | 2019-05-21 | 中建二局第四建筑工程有限公司 | A kind of multifunctional wall body formwork root positioning system and its construction method |
-
2019
- 2019-03-18 CN CN201920341881.1U patent/CN209670329U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109779241A (en) * | 2019-03-18 | 2019-05-21 | 中建二局第四建筑工程有限公司 | A kind of multifunctional wall body formwork root positioning system and its construction method |
CN109779241B (en) * | 2019-03-18 | 2024-04-26 | 中建二局第四建筑工程有限公司 | Multifunctional wall form root positioning system and construction method thereof |
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GR01 | Patent grant | ||
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191122 |
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CF01 | Termination of patent right due to non-payment of annual fee |