CN208918294U - The baffle plate assembly that segmentation for concrete pours - Google Patents
The baffle plate assembly that segmentation for concrete pours Download PDFInfo
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- CN208918294U CN208918294U CN201821201607.6U CN201821201607U CN208918294U CN 208918294 U CN208918294 U CN 208918294U CN 201821201607 U CN201821201607 U CN 201821201607U CN 208918294 U CN208918294 U CN 208918294U
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- concrete
- baffle plate
- metal plate
- plate assembly
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Abstract
The utility model discloses a kind of baffle plate assembly that the segmentation for concrete pours, and includes metal plate, mounting base and limiting device, metal plate is for block concrete unit and is formed with protrusion thereon；Mounting base is separably set on metal plate and for planting force transmission element；Limiting device is detachably combined with protrusion, temporarily to maintain the relative position of metal plate and concrete unit；Above-mentioned baffle plate assembly can be used on the mounting base of plant force transmission element in installing on metal plate in advance, not needing arrival construction site can apply, and can also save the troublesome and time such as need to could drilled one by one with drilling machine after concrete unit initial set and plant force transmission element.
Description
Technical field
The utility model is the baffle plate assembly poured for the segmentation of concrete, for surrounding the barricade of all round closure,
And filling concrete wherein and is waited into its initial set.
Background technique
Figure 1A to 1H is please referred to, is to become known for the segmentation of concrete to pour the schematic diagram of engineering.
In the laying project of general concrete, it may be intended to be laid with because the area of total construction area is big or design requirement
Total construction area of concrete is divided into several sectional areas, and is segmented casting concrete in order.
During the segmentation casting concrete of each sectional area, as shown in Figure 1A, first with a plurality of planks 100 or
Wall surface (the non-formula of figure) around the cooperation of plank 100 is around the barricade of all round closure out, then as shown in Figure 1B, concrete 200 is filled
It infuses wherein and waits its initial set hardening.As shown in Figure 1 C, the concrete 200 is surrounded in the plank or plank with peripheral wall surface
Made of first solidification forming in barricade.Then, as shown in figure iD, all planks 100 are separated from the concrete 200, it is described
The side that concrete 200 contacts the plank 100 and hardens is flat surface.Then, as referring to figure 1E, in the concrete
The mark of the position mark of half height just prebored hole on 200 sides, for using boring bar tool 300 in described mixed in such as Fig. 1 F
Seriatim Drilling goes out hole 220 on 200 sides of solidifying soil, and concentrates viscose glue (not shown) in each hole 220.For another example Fig. 1 G
It is shown, transmission rod 230 is inserted in each hole 220 and exposes a segment length, and viscose glue is waited to harden and make the power transmission
Bar 230 is fixed in described hole 220, the schematic diagram that the segmentation casting concrete of the sectional area as described in Fig. 1 H is completed.It connects
The step of getting off, carrying out the concreting engineering of next section of sectional area, repeat above-mentioned Figure 1A to 1H, and with the coagulation
Soil 200 with the transmission rod 230 as barricade wherein while, i.e., next section concrete is close to the concrete
200, the part that the transmission rod 230 exposes is embedded in next section concrete, is used for the concrete where it
Stress is transferred to the concrete of other sectional areas, and can avoid concrete in flattening course because by pressure warpage and deformation.
However, the above-mentioned segmentation for becoming known for concrete pours engineering, it is necessary to could be dismantled after waiting 200 initial set of concrete
Form the plank 100 of barricade, and appropriate position trace mark 210 and Drilling hole 220 on concrete 200, then one by one in
Poured into hole 220 viscose glue and plant transmission rod 230, whole process needs take a substantial amount of time with manually.Also, it is waiting
In concrete initial set forming process, plank may be shunk because absorbing moisture, and may influence the water of concrete formation rear surface
Pingdu and shape.In addition, plank may because rough surface and it is uneven due to increase contact area between concrete, cause
Concrete and plank closely in conjunction with and it is not easy to disassemble, and the concrete generation when separating plank and concrete is be easy to cause to collapse angle
The problem of.
Utility model content
One purpose of the utility model is to solve work consuming when the above-mentioned segmentation for becoming known for concrete pours engineering cost
The problem of, and improve in known technology because using plank as barricade due to influence concrete formation shape and causing to collapse angle etc. scarce
It falls into.
For the above-mentioned purpose and other purposes, the utility model disclose a kind of baffle group that the segmentation for concrete pours
Part, includes metal plate, a plurality of mounting bases and limiting device, and the metal plate has opposite and the first flat table
Face and second surface, the first surface are used for block concrete unit, are formed with protrusion on the second surface；The peace
Dress seat is separably set on the first surface, and the mounting base is for planting force transmission element；The limiting device with it is described
Protrusion detachably combines, temporarily to maintain the relative position of the metal plate Yu the concrete unit.
In above-mentioned baffle plate assembly, the metal plate includes the first plate unit and the second plate unit, the first plate list
First and described second plate unit has L-type section, forms institute after first plate unit and the second plate unit closing assembling
State protrusion.
In above-mentioned baffle plate assembly, first plate unit is respectively provided with corresponding screw hole with second plate unit, with
It fixes and fits together for bolt.
In above-mentioned baffle plate assembly, the limiting device includes pedestal, support rod, locating part and fixture, the support rod
It is set to the pedestal, the locating part is movably arranged on the support rod and against the support protrusion, described
Fixture is for gripping the protrusion and the locating part.
In above-mentioned baffle plate assembly, the limiting device has longitudinally adjusted device and lateral adjuster, described longitudinally adjusted
Device includes that first sleeve, adjustment screw and extension rod, the first sleeve are movably sheathed on the support rod and pass through
The adjustment screw locking is supported to the support rod, and the extension rod is laterally extended by the first sleeve side, the cross
It include that second sleeve and adjustment screw, the second sleeve are movably sheathed on the extension rod and pass through institute to adjuster
It states adjustment screw locking and supports the extension rod, the locating part is set in the second sleeve.
In above-mentioned baffle plate assembly, there are a plurality of handling holes on the metal plate, have in the mounting base and correspond to
The fixation hole of the handling hole, with by screw by the mounting base in conjunction with the metal plate.
In above-mentioned baffle plate assembly, the mounting base has triangular shape groove, and the force transmission element is rectangular slab.
Whereby, the baffle plate assembly of above-mentioned the utility model embodiment can be used in installing on metal plate slotting in advance
The mounting base for setting force transmission element, not needing arrival construction site can apply, and can also save scene need to be after concrete unit initial set
The troublesome and time such as it could drill one by one with drilling machine and plant force transmission element.Also, the metal plate of the baffle plate assembly will not
Contraction distortion due to water suction, and can avoid damaging in concrete unit not initial set forming because of metal plate deformation, and then keep away
Exempt to influence the shape face levelness that the baffle plate assembly is shaped in concrete unit initial set.In addition, the gold of the baffle plate assembly
Category plate body surface is smooth and is easier to separate with the concrete unit for having hardened initial set, and can reduce force disassembly baffle plate assembly when institute
Cause to collapse the chance at angle.
Detailed description of the invention
Figure 1A to 1H is to become known for the segmentation of concrete to pour the process schematic of engineering.
Fig. 2 is the structural schematic diagram of the baffle plate assembly of the utility model embodiment.
Fig. 3 is the structural schematic diagram of another angle of baffle plate assembly of the utility model embodiment.
Fig. 4 A to 4F is that the process that the baffle plate assembly of the utility model embodiment pours engineering for the segmentation of concrete is shown
It is intended to.
Fig. 5 is the structural schematic diagram of another embodiment of metal plate in the baffle plate assembly of the utility model embodiment.
Appended drawing reference
1 baffle plate assembly
2 concrete units
3 force transmission elements
10 metal plates
10 ' metal plates
11 first surfaces
12 second surfaces
13 protrusions
14 handling holes
15 screws
16 first plate units
17 second plate units
18 screw holes
19 bolts
20 mounting bases
21 fixation holes
22 triangular shape grooves
30 limiting devices
31 pedestals
32 support rods
33 locating parts
34 fixtures
35 longitudinally adjusted devices
351 first sleeves
352 adjustment screws
353 extension rods
36 lateral adjusters
361 second sleeves
362 adjustment screws
100 planks
200 concrete
210 marks
220 holes
230 transmission rods
300 boring bar tools
Specific embodiment
To fully understand the purpose of this utility model, feature and effect, now by following specific embodiments, and cooperate institute
Attached schema, is described in detail the utility model, illustrates as after:
Segmentation of the baffle plate assembly of the utility model embodiment for concrete pours in engineering, specifically, concrete
Laying project in, may be intended to be laid with total construction area of concrete because the area of total construction area is big or design requirement
Several sectional areas are divided into, and are segmented casting concrete in order, in the segmentation casting concrete process of each sectional area
In, the baffle plate assembly is first passed through around the barricade for going out all round closure, and filling concrete wherein and is waited into its initial set.
First referring to figure 2. and 3, the baffle plate assembly 1 of the utility model embodiment includes metal plate 10, a plurality of installations
Seat 20 and limiting device 30, the metal plate 10 have opposite and flat first surface 11 and a second surface 12, and described the
One surface is used for block concrete unit 2 (see Fig. 4 D-4F), is formed with protrusion 13 on the second surface 12；The peace
Dress seat 20 is separably set on the first surface 11, and the mounting base is for planting force transmission element 3 (see Fig. 4 F)；It is described
Limiting device 30 is detachably combined with the protrusion 13, temporarily to maintain the metal plate 10 and the concrete unit
2 relative position waits 2 initial set of concrete unit and sizing, while is embedded to the mounting base 20 and being fixed on described
In concrete unit 2.
In this present embodiment, the limiting device 30 includes pedestal 31, support rod 32, locating part 33 and fixture 34, described
Support rod 32 is set to the pedestal 31, and the locating part 33 is movably arranged on the support rod 32 and against support institute
Protrusion 13 is stated, wherein the locating part 33 can be plate body, position can be adjusted relative to the pedestal 31 movement, so that described
Locating part 33 is corresponding to the position of the protrusion 13, and the fixture 34 is for gripping the protrusion 13 and the limit
Position part 33, the fixture 34 can but be not limited to clamp.
Furthermore, the limiting device 30 can have longitudinally adjusted device 35 and lateral adjuster 36, longitudinal tune
Whole device 35 includes that first sleeve 351, adjustment screw 352 and extension rod 353, the first sleeve 351 are movably sheathed on institute
It states on support rod 32 and is locked by the adjustment screw 352 and supported to the support rod 32, the extension rod 353 is by described the
One sleeve, 351 side is laterally extended, and the lateral adjuster 36 is comprising second sleeve 361 and adjusts screw 362, and described second set
Cylinder 361 is movably sheathed on the extension rod 353 and supports the extension rod by the adjustment screw 362 locking
353, the locating part 33 is set in the second sleeve 361, and whereby, the position of the locating part 33 can pass through the longitudinal direction
Adjuster 35 and the lateral adjuster 36 adjust, and so that the locating part 33 is supported the contact protrusion 13.
Accordingly, the longitudinally adjusted device 35 can longitudinally be moved by the first sleeve 351 on the support rod 32,
When the height and position of the locating part 33 corresponds to the protrusion 13, locks the adjustment screw 352 and support its locking
The support rod 32 is pushed up, and then secures the above the height of longitudinally adjusted device 35 and lateral adjuster 36 and locating part 33 thereon
Position, then, the lateral adjuster 36 can laterally be moved by the second sleeve 361 on the extension rod 353, when
When the locating part 33 can support the contact protrusion 13, locks the adjustment screw 362 and its locking is made to support described prolong
Boom 353 positions the locating part 33 in the second sleeve 361 in turn.
In this present embodiment, there are a plurality of handling holes 14 on the metal plate 10, have in the mounting base 20 pair
The fixation hole 21 of the handling hole 14 is answered, the mounting base to be combined with the metal plate 10 by screw 15, the peace
Dress seat 20 is fixed on the first surface 11 of the metal plate 10 with constant spacing arrangement.
The mounting base 20 of the present embodiment has triangular shape groove 22, and the force transmission element 3 is rectangular slab, and the force transmission element 3 is used
In the triangular shape groove 22 for being inserted in the mounting base 20 and expose half except the concrete unit 2.The biography
The part that power part 3 exposes concrete unit 2 will be embedded in the concrete unit that next section pours, and the force transmission element 3 is used for
The stress of concrete unit where it is transferred to other concrete units, to avoid concrete unit in flattening course because
By pressure warpage and deformation.
A to 4F referring to figure 4., for the process for pouring engineering in concrete segmentation using the baffle plate assembly 1 of the present embodiment
Schematic diagram.
It is described depending on length of the length and height of the metal plate 10 according to the concrete being laid in engineering
The length of metal plate 10 is greater than or equal to the length or width of corresponding concrete, and the height of the metal plate 10 is substantially
It is two times or more of the height of the concrete.
As shown in Figure 4 A, the mounting base 20 can be installed in advance on the first surface 11 of the metal plate 10,
Each mounting base 20 is penetrated by the handling hole 14 of the second surface 12 of the metal plate to each mounting base with two screws 15
In 20 fixation hole 21, the mounting base 20 is combined with the metal plate 10.Wherein, the position of the mounting base 20
It sets, depending on quantity and distance each other are according to the length and height of the concrete unit to be laid with.Wherein, the installation
Seat 20 is arranged in the metal plate 10 on the center line of half height, i.e., the height and position of the described mounting base 20 is corresponding
In the position of the half of height of the concrete unit to be laid with apart from bottom surface.
As shown in Figure 4 B, the ready-portioned zonule for being intended to casting concrete can be to be installed with the mounting base 20 in advance
One or more metal plates 10 around go out all round closure barricade, for purposes of illustration only, only showing a baffle group in schema
Part, but the barricade of all round closure can from a plurality of baffle plate assemblies with surrounding buildings or the wall surface of other structures institute it is common
Around formation.
As shown in Figure 4 C, it is detachably combined by the limiting device 30 with the protrusion, and can temporarily remain every
The barricade for all round closure that one metal plate 10 is uprightly surrounded out with holding.
As shown in Figure 4 D, concrete is directed in barricade and forms concrete unit 2, the first of each metal plate 10
Concrete unit 2 described in the block of surface.
It as shown in Figure 4 E, first will locking metal plate 10 and mounting base 20 after the just coalescence forming of concrete unit 2
Screw 15 remove, one or more of metal plates 10 are separated from the concrete unit 2, and make the mounting base
20 indwellings are in the concrete unit 2.
As illustrated in figure 4f, the force transmission element 3 is planted in each mounting base 20, so as to completing pouring for concrete unit 2
Engineering.
Then pouring for next section concrete unit is carried out, step is roughly the same with above-mentioned Fig. 4 A to 4F, and with described
Concrete unit 2 have the force transmission element 3 as barricade wherein while, i.e., next section concrete unit is close to described
Concrete unit 2, the half of the force transmission element 3 are embedded in next section concrete unit.
In above-mentioned the present embodiment, the metal plate 10 is steel plate, and integrally formed with the protrusion 13.But its is unlimited
In this, metal plate 10 ' as shown in Figure 5 may include the first plate unit 16 and the second plate unit 17, first plate unit 16
And second plate unit 17 has L-type section, first plate unit 16 and shape after 17 closing of the second plate unit assembling
At the protrusion 13.Wherein, first plate unit 16 is respectively provided with corresponding screw hole 18 with second plate unit 17, with
It fixes and fits together for bolt 19.
In conclusion the baffle plate assembly of the utility model embodiment can be used on plant in installing on metal plate in advance
The mounting base of force transmission element, not needing arrival construction site can apply, and can also save scene need to be after concrete unit initial set
The troublesome and time such as it can drill one by one with drilling machine and plant force transmission element.Also, the metal plate of the baffle plate assembly will not be because
It absorbs water and contraction distortion, and can avoid damaging in concrete unit initial set forming because of metal plate deformation, and then avoid
Influence the shape face levelness that the baffle plate assembly is shaped in concrete unit initial set.In addition, the metal of the baffle plate assembly
Plate body surface is smooth and is easier to separate with the concrete unit for having hardened initial set, and can drop when force dismantles baffle plate assembly and cause to collapse
The chance at angle.
The utility model is hereinbefore disclosed with preferred embodiment, but it will be understood by those skilled in the art that described
Embodiment is only used for describing the utility model, and is not construed as limitation the scope of the utility model.It should be noted that it is all with
The embodiment equivalent variation and displacement, should all be set as being covered by the scope of the utility model.Therefore, the utility model
Protection scope, which is worked as, to be subjected to the definition of the claims.
Claims (7)
1. a kind of baffle plate assembly that the segmentation for concrete pours, characterized by comprising:
Metal plate, has opposite and flat first surface and second surface, and the first surface is used for block concrete
Unit is formed with protrusion on the second surface；
A plurality of mounting bases are separably set on the first surface, and the mounting base is for planting force transmission element；And
Limiting device is detachably combined with the protrusion, temporarily to maintain the metal plate and the concrete unit
Relative position.
2. baffle plate assembly according to claim 1, which is characterized in that the metal plate includes the first plate unit and second
Plate unit, first plate unit and second plate unit have L-type section, first plate unit and the second plate list
The protrusion is formed after first closing assembling.
3. baffle plate assembly according to claim 2, which is characterized in that first plate unit and second plate unit point
Not Ju You corresponding screw hole, fitted together so that bolt is fixed.
4. according to claim 1 to baffle plate assembly described in any claim in 3, which is characterized in that the limiting device packet
Containing pedestal, support rod, locating part and fixture, the support rod is set to the pedestal, and the locating part is movably arranged at
On the support rod and against the protrusion is supported, the fixture is for gripping the protrusion and the locating part.
5. baffle plate assembly according to claim 4, which is characterized in that the limiting device has longitudinally adjusted device and transverse direction
Adjuster, the longitudinally adjusted device include that first sleeve, adjustment screw and extension rod, the first sleeve are movably sheathed on
It supports on the support rod and by adjustment screw locking to the support rod, the extension rod is by the first sleeve side
Face is laterally extended, and the lateral adjuster includes that second sleeve and adjustment screw, the second sleeve are movably sheathed on institute
It states on extension rod and the extension rod is supported by adjustment screw locking, the locating part is set to the second sleeve
On.
6. baffle plate assembly according to claim 5, which is characterized in that there are a plurality of handling holes on the metal plate,
There is the fixation hole of the corresponding handling hole, to pass through screw for the mounting base and the metal plate knot in the mounting base
It closes.
7. baffle plate assembly according to claim 6, which is characterized in that the mounting base has triangular shape groove, the biography
Power part is rectangular slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821201607.6U CN208918294U (en) | 2018-07-27 | 2018-07-27 | The baffle plate assembly that segmentation for concrete pours |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821201607.6U CN208918294U (en) | 2018-07-27 | 2018-07-27 | The baffle plate assembly that segmentation for concrete pours |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208918294U true CN208918294U (en) | 2019-05-31 |
Family
ID=66701484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821201607.6U Active CN208918294U (en) | 2018-07-27 | 2018-07-27 | The baffle plate assembly that segmentation for concrete pours |
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| CN (1) | CN208918294U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031002A (en) * | 2020-09-08 | 2020-12-04 | 浙江世润建创科技发展有限公司 | Pile-supported ecological slope protection and construction method |
-
2018
- 2018-07-27 CN CN201821201607.6U patent/CN208918294U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112031002A (en) * | 2020-09-08 | 2020-12-04 | 浙江世润建创科技发展有限公司 | Pile-supported ecological slope protection and construction method |
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