CN206233564U - Drop plate formwork erection structure - Google Patents
Drop plate formwork erection structure Download PDFInfo
- Publication number
- CN206233564U CN206233564U CN201621269411.1U CN201621269411U CN206233564U CN 206233564 U CN206233564 U CN 206233564U CN 201621269411 U CN201621269411 U CN 201621269411U CN 206233564 U CN206233564 U CN 206233564U
- Authority
- CN
- China
- Prior art keywords
- pouring area
- plate
- height
- formwork erection
- flange plate
- Prior art date
- 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
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- 238000009415 formwork Methods 0.000 title claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000005213 imbibition Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is related to a kind of drop plate formwork erection structure, for height across pouring area and the low junction across pouring area concreting, drop plate formwork erection structure includes：Vertical spacing block, be erected on it is low across pouring area and be attached at height across the side of pouring area, the height of vertical spacing block is adapted with the low absolute altitude across pouring area；Connecting plate, including the first flange plate and the second flange plate being connected with each other, the first flange plate are placed in the top of vertical spacing block, and the second flange plate is attached at the side across pouring area high；And fixture, the second flange plate of connection and height are across the reinforcing bar in pouring area.The corner inner corner trim that the utility model is formed is upright, and the straight effect in inner corner trim position is good, and the vertical plane of inner corner trim is vertical, it is not easy to arc occur, and the neat smooth and beautiful appearance of section will not produce Lou muscle or the problems such as normally use of floor seepage influence structure.
Description
Technical field
The utility model is related to the realm of building construction, espespecially a kind of drop plate formwork erection structure.
Background technology
It is a large amount of in the realm of building construction, the building of reinforced concrete structure to there is floor drop plate, particularly residential building
In the position such as balcony, kitchen, toilet.Conventional construction method for drop plate is all to utilize plank sheathing, or the gold for assembling
Category plate carries out hoisting die construction, or solves to drop plate problem using the method for second pouring.
But, there is construction trouble using wooden model side's construction method, structure is nonstandard, form removal is difficult, deformation is serious etc. lacks
Point, after casting concrete, angle is not straight, not upright, vertical plane out of plumb, arc easily occurs, and section is irregular, it is necessary to pick
Chisel.Manually waste more, dismounting flitch is not recyclable, and due to the water imbibition of wooden structures, can cause concrete and flitch
Contact position, the moisture of concrete is uneven, and concrete surface easily produces voids and pits, and serious can also cause Lou muscle or building
The normal use of plate seepage influence structure；Using this construction method of metallic plate is assembled, the auxiliary assembling metallic plate for applying to
Parts are too many, cause to dismantle and install all cumbersome, when especially carrying out the drop plate of large area.Using the side of second pouring
During method, concrete cross section crack, concrete interface treatment is difficult during second pouring.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided one kind drop plate formwork erection structure, is solved
Template-setup is difficult at drop plate in the prior art, pours the bad problem of molding effect.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of drop plate formwork erection structure, for height across pouring area and the low junction across pouring area
Concreting, the drop plate formwork erection structure includes：
Vertical spacing block, be erected on it is low across pouring area and be attached at height across the side of pouring area, the vertical spacing block
Height is adapted with the low absolute altitude across pouring area；
Connecting plate, including the first flange plate and the second flange plate being connected with each other, first flange plate are placed in described perpendicular
To the top of limited block, second flange plate is attached at the side across pouring area high；And
Fixture, connects second flange plate and the height across the reinforcing bar in pouring area.
The beneficial effect of plate formwork erection structure drops in the utility model：
The utility model drops plate formwork erection structure and erects vertical spacing block, vertical spacing block patch across pouring area by low
Located at height across the side of pouring area, the first flange plate of connecting plate is placed on vertical spacing block, by second edge of a wing of connecting plate
Plate is attached at the side across pouring area high.By such drop plate formwork erection respective outer side edges for pour it is high across pouring area and it is low across
The plate device of pouring area, casting concrete formed it is high across with it is low across, formation it is high across and the low corner inner corner trim across a junction
Founder, the straight effect in inner corner trim position is good, and the vertical plane of inner corner trim is vertical, it is not easy to arc, the neat smooth and beautiful appearance of section occur, it is not necessary to
Chisel processing is manually picked again, will not also produce Lou muscle or the problems such as normally use of floor seepage influence structure.The utility model
Drop plate formwork erection structure simple structure, it is easy for installation, it is detachable and be used in turn.
The utility model drop plate formwork erection structure further improvement is that, the fixture includes：
Sandwiched fixes the limit clamp of second flange plate；
It is laterally connected in the dowel of the limit clamp；And
Tension rib, one end is connected to the dowel, and the other end of the tension rib is fixed on the height across in pouring area
Reinforcing bar.
The utility model drop plate formwork erection structure further improvement is that, the limit clamp be clamping plate, the folder
Plate is provided with the spacing being adapted with the thickness of second flange plate.
The utility model drop plate formwork erection structure further improvement is that, the vertical spacing block is made up of concrete
Cushion block.
The utility model drop plate formwork erection structure further improvement is that, the connecting plate be angle steel.
The utility model drop plate formwork erection structure further improvement is that, the external coating of the angle steel has the demoulding
Agent.
Brief description of the drawings
Fig. 1 is the structural representation that plate formwork erection structure drops in the utility model.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that the structural representation of plate formwork erection structure drops in the utility model.As shown in figure 1, this practicality
New drop plate formwork erection structure is used for the concreting across pouring area and the low junction across pouring area high, drops template die plate branch
If structure includes：Vertical spacing block 1, connecting plate 2 and fixture 5, wherein vertical spacing block 1 be erected on it is low across pouring area 4 and
Height is attached at across the side of pouring area 3, the height of vertical spacing block 1 is adapted with the low absolute altitude across pouring area 4.Connecting plate 2 is wrapped
First flange plate 20 and the second flange plate 21 of interconnection are included, the first flange plate 20 is placed in the top of vertical spacing block 1, second
Flange plate 21 is attached at the side across pouring area 3 high.Second flange plate of the connection of fixture 5 21 and height are across the reinforcing bar in pouring area 3.
The utility model is filled across pouring area for pouring height by such drop plate formwork erection respective outer side edges with the low template across pouring area
Put, casting concrete formed it is high across with it is low across, formation it is high across and the low corner inner corner trim across a junction it is upright, inner corner trim position is suitable
Straight effect is good, and the vertical plane of inner corner trim is vertical, it is not easy to arc, the neat smooth and beautiful appearance of section occur, it is not necessary to manually pick chisel processing again,
Also Lou muscle or the problems such as normally use of floor seepage influence structure will not be produced.Plate formwork erection structure drops in the utility model
Simple structure, it is easy for installation, it is detachable and be used in turn.
As shown in figure 1, height is connected across pouring area 3 and low being equipped with the pouring area 4 by transverse steel and longitudinal reinforcement colligation
The reinforcing bar stratum reticulare for connecing.Height is provided with certain space across pouring area 3 and the low junction across pouring area 4, for pouring coagulation
Soil forms corner inner corner trim.
In the present embodiment, the cushion block that vertical spacing block 1 is made for concrete, cushion block is erected on low across pouring area 4, cushion block
Height is attached at across the side of pouring area 3, the height of cushion block is identical with the low absolute altitude across pouring area 4, and such cushion block has just filled up sky
Gap, it is low across pouring area 4 similar to extending, in subsequent installation connecting plate 2, play a part of support connecting plate 2.
Second flange plate 21 of connecting plate 2 is fixed on the reinforcing bar across pouring area 3 high by the way that fixture 5 is spacing.Fixture 5 is protected
Demonstrate,prove in casting concrete, the position of connecting plate 2 does not change, it is ensured that the quality of pouring construction.
Fixture 5 includes：Limit clamp 50, dowel 51 and tension rib 52, the wherein sandwiched of limit clamp 50 fix
Two flange plates 21, dowel 51 is laterally connected in limit clamp 50, and the one end of tension rib 53 is connected to dowel 51, tension rib 52
The other end is fixed on height across the reinforcing bar in pouring area 3.The second flange plate 21 is so fixed by the sandwiched of limit clamp 50, using even
Connect muscle 51 and tension rib 53 and limit clamp 50 is fixed on height across on the reinforcing bar of pouring area 3, so as to the second flange plate 21 be fixed
In height across on the reinforcing bar 30 of pouring area 3 so that in casting concrete, the stabilization of connecting plate 2 is not tampered, and is turned with ensureing to pour to be formed
Angle inner corner trim is straight, and Forming Quality is good.
In the present embodiment, limit clamp is clamping plate, and clamping plate is provided with the spacing being adapted with the thickness of the second flange plate 21,
So as to clamping plate can clamp the second flange plate 21.Dowel 51 and tension rib 52 are reinforcing bar, in order to by Boards wall to high
Across on the reinforcing bar 30 of pouring area 3, while clamping plate is can guarantee that again vertically, position not run-off the straight, so with dowel 51 laterally first
Connecting cleat, then with the vertical drawknot dowel 51 of tension rib 52.
In the present embodiment, connecting plate is angle steel, and the angle of the first flange plate 20 and the second flange plate 21 is right angle, so
The corner inner corner trim to be formed is poured for right angle.For the ease of the demoulding so that the surface of the inner corner trim after the demoulding is smooth straight, in angle steel
External coating has releasing agent.
The construction method to the utility model drop plate formwork erection structure is explained below：
Fabrication of concrete cushion block is shifted to an earlier date according to the low height across pouring area, the mistake of city's roads absolute altitude in work progress is saved
Journey, saves the duration.Concrete pad is attached at height across the side of pouring area across concrete pad is erected in pouring area low,
So that the height of concrete pad is identical with the low absolute altitude across pouring area.
Drop plate according to job site highly chooses angle steel size, it is proposed that the size of the angle steel of selection is slightly larger than drop plate
Highly, angle steel surface non-corroding, angle steel polishing is clean, and in the external coating releasing agent of angle steel.
Angle steel is placed in concrete pad so that the second flange plate of angle steel is attached at the side across pouring area high.
The second flange plate is clamped with limit clamp, with dowel transverse weld on the second flange plate of angle steel, with one end of tension rib
Dowel is fixed in colligation, height is fixed on across the reinforcing bar in pouring area with the other end colligation of tension rib, so as to by limit clamp
Height is fixed on across the reinforcing bar in pouring area, is indirectly fixedly connected angle steel across pouring area with height.
During dismounting, tension rib and dowel are first torn open, these reinforcing bars can have enough to meet the need utilization.Angle steel is removed afterwards, because there is releasing agent
There is angle steel to be easy to remove, the perception effect for pouring the corner inner corner trim to be formed is good.
Having the beneficial effect that for plate formwork erection structure drops in the utility model：
The utility model drops plate formwork erection structure and erects vertical spacing block, vertical spacing block patch across pouring area by low
Located at height across the side of pouring area, the first flange plate of connecting plate is placed on vertical spacing block, by second edge of a wing of connecting plate
Plate is attached at the side across pouring area high.By such drop plate formwork erection respective outer side edges for pour it is high across pouring area and it is low across
The plate device of pouring area, casting concrete formed it is high across with it is low across, formation it is high across and the low corner inner corner trim across a junction
Founder, the straight effect in inner corner trim position is good, and the vertical plane of inner corner trim is vertical, it is not easy to arc, the neat smooth and beautiful appearance of section occur, it is not necessary to
Chisel processing is manually picked again, will not also produce Lou muscle or the problems such as normally use of floor seepage influence structure.The utility model
Drop plate formwork erection structure simple structure, it is easy for installation, it is detachable and be used in turn.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (6)
1. a kind of drop plate formwork erection structure, for height across pouring area and the low junction across pouring area concreting, its
It is characterised by, the drop plate formwork erection structure includes：
Vertical spacing block, be erected on it is low across pouring area and be attached at height across the side of pouring area, the height of the vertical spacing block
It is adapted with the low absolute altitude across pouring area；
Connecting plate, including the first flange plate and the second flange plate being connected with each other, first flange plate are placed in the vertical limit
The top of position block, second flange plate is attached at the side across pouring area high；And
Fixture, connects second flange plate and the height across the reinforcing bar in pouring area.
2. it is as claimed in claim 1 to drop plate formwork erection structure, it is characterised in that the fixture includes：
Sandwiched fixes the limit clamp of second flange plate；
It is laterally connected in the dowel of the limit clamp；And
Tension rib, one end is connected to the dowel, and the other end of the tension rib is fixed on the height across the steel in pouring area
Muscle.
3. it is as claimed in claim 2 to drop plate formwork erection structure, it is characterised in that the limit clamp is clamping plate, the folder
Plate is provided with the spacing being adapted with the thickness of second flange plate.
4. it is as claimed in claim 1 to drop plate formwork erection structure, it is characterised in that the vertical spacing block is made up of concrete
Cushion block.
5. it is as claimed in claim 1 to drop plate formwork erection structure, it is characterised in that the connecting plate is angle steel.
6. it is as claimed in claim 5 to drop plate formwork erection structure, it is characterised in that the external coating of the angle steel has the demoulding
Agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621269411.1U CN206233564U (en) | 2016-11-25 | 2016-11-25 | Drop plate formwork erection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621269411.1U CN206233564U (en) | 2016-11-25 | 2016-11-25 | Drop plate formwork erection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233564U true CN206233564U (en) | 2017-06-09 |
Family
ID=58979834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621269411.1U Expired - Fee Related CN206233564U (en) | 2016-11-25 | 2016-11-25 | Drop plate formwork erection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233564U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN110158948A (en) * | 2019-04-25 | 2019-08-23 | 中建四局第一建筑工程有限公司 | A kind of regularization template dropping plate kitchen and toilet for pouring ultra-deep concave |
-
2016
- 2016-11-25 CN CN201621269411.1U patent/CN206233564U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979136B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Anti-bank's of bathroom integrative construction formwork structure of pouring |
| CN110158948A (en) * | 2019-04-25 | 2019-08-23 | 中建四局第一建筑工程有限公司 | A kind of regularization template dropping plate kitchen and toilet for pouring ultra-deep concave |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 |