CN207582947U - The plate face drop readily removable combined type of plate difference of height hangs die body system - Google Patents
The plate face drop readily removable combined type of plate difference of height hangs die body system Download PDFInfo
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- CN207582947U CN207582947U CN201721753765.8U CN201721753765U CN207582947U CN 207582947 U CN207582947 U CN 207582947U CN 201721753765 U CN201721753765 U CN 201721753765U CN 207582947 U CN207582947 U CN 207582947U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 144
- 239000010959 steel Substances 0.000 claims abstract description 144
- 210000003205 muscle Anatomy 0.000 claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 238000007789 sealing Methods 0.000 claims abstract description 8
- 210000002435 tendon Anatomy 0.000 claims abstract description 8
- 238000004513 sizing Methods 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 9
- 238000005266 casting Methods 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 16
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000006870 function Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008447 perception Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model is related to a kind of plate face drop readily removable combined types of plate difference of height to hang die body system, including：Beam main tendon, beam stirrup, main square steel, vertical spacing reinforcing bar, slidably angle steel, secondary square steel, can screwing type to supportting, limiting end plate, vertical reinforced steel, beam body, regularization angle steel, shelve hole and bolt；Main square steel connects and composes with time square steel and hangs die body system, and main square steel is fixed with time square steel by slidably angle steel；It hangs mould and is surrounded by sizing angle steel support, be made of horizontally-supported steel plate, sealing steel disc, inverted U reinforcing bar and concrete precast block, regularization angle steel is connected with horizontally-supported steel plate by screw rod；The support of mould mould bottom is hung to be made of with the terraced muscle main reinforcement for being parallel to beam axis horizontally-supported terraced muscle.The beneficial effects of the utility model are：The utility model to hang die body system simple for process, there is stronger usability；Meanwhile it is convenient for disassembly and assembly to hang mould, is hardly damaged, and it is small to drop plate side wall casting concrete damage, height bank corner angle can be overcome damaged.
Description
Technical field
The utility model is related to a kind of plate face drop readily removable combined types of plate difference of height to hang die body system, suitable for building structure centre halfback
Hoisting die construction at plate drops between life.
Background technology
With the fast development of domestic real estate market, requirement of the owner to residential project construction quality increasingly improves.It defends
Although as a small subdivisional work in residential project construction quality between life, its construction quality is to entire residential project
It is most important.Generally the water of toilet overflows outward in order to prevent, needs to set certain difference in height again in its structure plate face
Claim drop plate.The quality problems that generate in the construction process of drop plate are more, such as drop plate hang mode ship slurry, hole, template deviation, swollen mould,
Losing fangle, drop plate highly inconsistent etc. mass defects, these problems are greatly affected its normal usage function, such as most often
The toilet drainage seen, toilet leak had not only influenced the beauty of house but also had influenced the relationship of two family house.
In the construction process there are mainly two types of the methods of control toilet leak, first, being controlled in entity forming process
It is exactly to be controlled on source；Second is that it is controlled during waterproof construction；Control is root control at all.Toilet hoisting die construction
It is a difficult point in structure construction all the time, in previous construction, the lumps of wood is determined into a box, is added with template item
Gu it then is fixed on reinforcing bar with iron wire.During concrete vibrating, but since lumps of wood frame easily absorbs water deformation,
Then it moves, is not easily controlled so as to cause the absolute altitude for hanging mould.In addition to this, during concrete form removal, if method for dismounting
It is inappropriate, often result in the destruction of concrete external corner.Plate drops in toilet and coagulation earth steps platform pouring construction quality requirement is very high, because
Arrangement and method for construction must be in optimized selection in this, accomplish thoughtful and careful, scientific and reasonable, elaborately planned, intensive control.
Utility model content
The purpose of the utility model is to overcome deficiencies of the prior art, and it is readily removable compound to provide a kind of plate face drop plate difference of height
Formula hangs die body system.The purpose of this utility model is achieved through the following technical solutions：
This plate face drop readily removable combined type of plate difference of height hangs die body system, including beam main tendon, beam stirrup, main square steel, vertical limit
Position reinforcing bar, slidably angle steel, secondary square steel, can screwing type to support, limit end plate, vertical reinforced steel, beam body, regularization angle steel,
Shelve hole and bolt；Main square steel connects and composes with time square steel and hangs die body system, and main square steel is fixed with time square steel by slidably angle steel；
It hangs mould and is surrounded by sizing angle steel support, be made of horizontally-supported steel plate, sealing steel disc, inverted U reinforcing bar and concrete precast block,
Regularization angle steel is connected with horizontally-supported steel plate by screw rod；The support of mould mould bottom is hung by horizontally-supported terraced muscle and is parallel to beam axis
Terraced muscle main reinforcement composition, be parallel to the terraced muscle main reinforcement of beam axis and welded with beam stirrup；Main square steel riser both ends are locally cut off, and are formed
Secondary square steel shelves hole, and limiting end plate is set on the outside of main square steel, and secondary square steel is embedded in main square steel, slidably angle is set on main square steel
Steel is realized by bolt and fastened；Secondary beam lateral surface is flushed with limiting end plate side.
As priority：The 1/3~1/2 of plate thickness drops for toilet in the height of the concrete precast block, horizontally-supported
Connecting screw is equipped with above steel plate, for connecting fixed water proof type right angle regularization angle steel.
As priority：When horizontally-supported ladder muscle has differences with beam body absolute altitude, it is parallel in the terraced muscle main reinforcement of beam axis
It is even to lay vertical reinforced steel and beam main tendon welding.
As priority：When hang mould difference of height it is larger when, high increase is folded by square steel and hangs mould thickness, and pass through setting can screwing type
Mould overall stiffness is hung to support increase.
The beneficial effects of the utility model are：
(1) the utility model to hang die body system simple for process, there is stronger usability.Meanwhile it is convenient for disassembly and assembly to hang mould, no
It is fragile, it is small to drop plate side wall casting concrete damage, height bank corner angle can be overcome damaged.
(2) mould is hung using square steel material, punching block can be assemblied into according to toilet dimensioned, the strength of materials is high.With biography
The flitch of system hangs mould and compares, and will not be deformed because of water suction, secure to concrete pouring quality.Mould is hung using square steel, it is primary to put into
It heavy can be used in turn, it is convenient to assemble and disassemble, hand labor intensity is reduced, improves construction efficiency, reduces the waste of resource, it is green
Colour circle is protected.
(3) in the reinforcement bar support support member being placed on after square steel brushing releasing agent, facilitate dismounting after concrete initial set, and will not be to mixed
Solidifying soil component and square steel damage, it is ensured that concrete perception is good, and negative and positive angle is upright, corner angle are clearly demarcated, and mass effect is notable.
(4) mould surrounding fixed system is hung using drop plate, improves installation effectiveness, while can ensure locating accuracy and jail
Solidity.
(5) combination water proof type right angle regularization angle steel support system can solve prefabricated section and be also easy to produce leakage problems and form removal
Quadrangle concrete protective problem afterwards saves later period maintenance expense.
(6) technique is laid a good foundation for the disposable Cheng You of construction quality, also avoids sinking toilet in work progress
It is middle because concrete losing fangle influences constructional appearance quality and building using function and service life, the implementation for passing through the main body construction stage is imitated
Fruit is checked and accepted, and concrete perception is good, and negative and positive angle is upright, corner angle are clearly demarcated.
Description of the drawings
Fig. 1 is the scheme of installation that the plate face drop readily removable combined type of plate difference of height hangs die body system；
Fig. 2 is that square steel hangs die body system assembling figure；
Fig. 3 is band Steel bar rack concrete precast block support structure figure；
Fig. 4 is that main square steel connect detail structure figure with time square steel；
Fig. 5 is integral support ladder muscle arrangement vertical view；
Fig. 6 is integral support ladder muscle arrangement elevation.
Reference sign：1st, beam main tendon, 2, beam stirrup, 3, main square steel, 4, vertical spacing reinforcing bar, 5, slidably angle steel,
6th, secondary square steel, 7, can screwing type to support, 8, limiting end plate, 9, vertical reinforced steel, 10, beam body, 11, regularization angle steel, 12, put
Put hole, 13, bolt, 14, horizontally-supported steel plate, 15, sealing steel disc, 16, steel nail, 17, template, 18, horizontally-supported terraced muscle, 19,
Inverted U reinforcing bar, 20, concrete precast block, 21, screw rod, 22, be parallel to the terraced muscle main reinforcement of beam axis, 23, screw hole, 24, bolt
Hole.
Specific embodiment
The utility model is described further with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, the utility model principle is not being departed from
Under the premise of, can also to the utility model, some improvement and modification can also be carried out, these improvement and modification also fall into the utility model
In scope of the claims.
As shown in Figure 1, 2, the plate face drop readily removable combined type of plate difference of height hang die body system include beam main tendon 1, beam stirrup 2,
Main square steel 3, vertical spacing reinforcing bar 4, slidably angle steel 5, secondary square steel 6, can screwing type to support 7, limiting end plate 8, vertically reinforce steel
Muscle 9, regularization angle steel 11, shelves hole 12 and bolt 13 at beam body 10.Main square steel 3 connects and composes with time square steel 6 and hangs die body system, main
Square steel 3 is fixed with time square steel 6 by slidably angle steel 5.Hang mould be surrounded by sizing angle steel support, by horizontally-supported steel plate 14,
Sealing steel disc 15, inverted U reinforcing bar 19, concrete precast block 20 are formed, and regularization angle steel 11 and horizontally-supported steel plate 14 pass through spiral shell
Bar 21 connects.It hangs the support of mould mould bottom to be made of with the terraced muscle main reinforcement 22 for being parallel to beam axis horizontally-supported terraced muscle 18, is parallel to beam
Terraced muscle main reinforcement 22 and the beam stirrup 2 of axis weld.Main 3 riser both ends of square steel are locally cut off, and form time square steel 6 shelves hole 12,
Main 3 outside setting limiting end plate 8 of square steel, secondary square steel 6 are embedded in main square steel 3, set slidably angle steel 5 on main square steel 3, pass through bolt
13 realize fastening.Secondary beam lateral surface is flushed with 8 side of limiting end plate.When hang mould difference of height it is larger when, high increase is folded by square steel and is hung
Mould thickness, and pass through setting can screwing type to support 7 increase hang mould overall stiffness.It is poor that horizontally-supported ladder muscle 18 exists with beam body absolute altitude
Different time is parallel to uniformly distributed vertical reinforced steel 9 in the terraced muscle main reinforcement 22 of beam axis and is welded with beam main tendon 1.
As shown in figure 3, the 1/3~1/2 of plate thickness, level branch drop for toilet in the height of the concrete precast block 20
It supports steel plate 14 and is equipped with connecting screw 21 above, for connecting fixed water proof type right angle regularization angle steel 11.
As shown in figure 4, secondary beam lateral surface is flushed with 8 side of limiting end plate, realize that side slip facilitates form removal and carries in both sides
The presentation quality of high casting concrete.
The plate face drop readily removable combined type of plate difference of height hangs the construction method of die body system, includes the following steps：
1) mould material therefor is hung in selection：Difference of height position at plate is dropped according to toilet to determine main square steel 3 and time square steel 6
Size, while determine the size of limiting end plate 8, while determine the size of the slidably angle steel 5 of fixed primary and secondary square steel, root
Determine horizontally-supported 14 size of steel plate according to the size of main square steel 3 and time square steel 6, at the same determine inverted U reinforcing bar 19 and
15 size of sealing steel disc；Additionally it needs to be determined that horizontally-supported ladder muscle 18, vertical spacing reinforcing bar 4 and the ladder for being parallel to beam axis
The reinforcing bar label of muscle main reinforcement 22；
2) concrete precast block of the processing and fabricating with Steel bar rack：Before concrete precast block 20 is made, it is thus necessary to determine that its
The position of bottom steel nail 16 and top inverted U reinforcing bar 19；Pre-buried two steel nails 16 in 20 bottom of concrete precast block are for fixed mixed
Solidifying soil prefabricated section 20；Inverted U reinforcing bar 19 is arranged on the top of concrete precast block 20, the middle part setting sealing of inverted U reinforcing bar 19
Steel disc 15, sealing steel disc 19 should be bigger than concrete precast block 20, while set horizontally-supported steel plate at the top of inverted U reinforcing bar 19
14；
3) concrete precast block ingot is entered into template：For fixing bracket, needing will be concrete prefabricated by default steel nail 16
20 ingot of block enters template 17, to hang the subsequent installation of die body system；
4) support of water proof type right angle regularization angle steel is made：Two water proof type angle steel are welded into an equilateral right angle, are prevented
Regularization angle steel in water type right angle supports 11 bottoms to be equipped with screw hole 23, to connect fixation with screw rod 21；
5) four angle steel supports are connect with the steel plate at the top of prefabricated section：The water proof type right angle regularization angle steel that will be made
The screw rod of the horizontally-supported steel plate 14 at 19 top of inverted U reinforcing bar set on the screw hole 23 of support 11 and concrete precast block 20
21 alignment fastenings；
6) integral support ladder muscle welds：Mould bottom is being hung equipped with integral support ladder muscle, is being set on the outside of mould surrounding hanging
The equally distributed horizontally-supported terraced muscle 18 perpendicular to beam sides, as the support of mould mould bottom is hung, according to toilet surrounding beam
Side normal control wire determines to hang fixed Support Position on the outside of mould, and horizontally-supported terraced 18 root of the muscle setting of bracing wire in the position is vertical
Limit steel bar 4, the terraced muscle main reinforcement 22 for being parallel to beam axis are welded with beam stirrup 2；
7) square steel hangs the assembling of die body system：Square steel hangs mould and makes combination by four irony square steel tubes, and two long sides are main square steel
3, two short sides are time square steel 6, and four angle points are using a solid three slideable settings；Slidably angle steel 5 are set on main square steel 3,
The fastening of primary and secondary square steel is realized by bolt 13, triangulation point bolt 13 is unclamped during form removal；
8) mould will be hung to be placed on supporting ladder muscle and reinforce：Assembled square steel is hung mould to be placed on supporting ladder muscle, and is carried out
It reinforces, so as to ensure to hang the firm of die body system；
9) casting concrete：Before casting concrete, first in 17 inside smearing release agent of template, then above template 17
Then casting concrete conserves 1-2 days；
10) dismounting of die body system is hung：After concrete reaches some strength, form removal is carried out, unclamps the spiral shell at triangulation point first
Bolt 13, then secondary square steel 6 can be realized by slidably angle steel 5 slides to facilitate form removal, realizes recycling.
Claims (4)
1. a kind of plate face drop readily removable combined type of plate difference of height hangs die body system, it is characterised in that including：Beam main tendon (1), beam stirrup
(2), main square steel (3), vertical spacing reinforcing bar (4), slidably angle steel (5), secondary square steel (6), can screwing type to support (7), positive stop end
Plate (8), beam body (10), regularization angle steel (11), shelves hole (12) and bolt (13) at vertical reinforced steel (9)；Main square steel (3)
It is connected and composed with secondary square steel (6) and hangs die body system, main square steel (3) is fixed by slidably angle steel (5) with time square steel (6)；Hang mould four
Sizing angle steel support is equipped with week, by horizontally-supported steel plate (14), sealing steel disc (15), inverted U reinforcing bar (19) and concrete prefabricated
Block (20) is formed, and regularization angle steel (11) and horizontally-supported steel plate (14) are connected by screw rod (21)；The support of mould mould bottom is hung by water
Flat supporting ladder muscle (18) and terraced muscle main reinforcement (22) composition for being parallel to beam axis are parallel to terraced muscle main reinforcement (22) and the beam of beam axis
Stirrup (2) welds；Main square steel (3) riser both ends are locally cut off, and form time square steel (6) shelves hole (12), main square steel (3) outside
Setting limiting end plate (8), secondary square steel (6) are embedded in main square steel (3), set slidably angle steel (5) on main square steel (3), pass through bolt
(13) fastening is realized；Secondary beam lateral surface is flushed with limiting end plate (8) side.
2. the plate face drop readily removable combined type of plate difference of height according to claim 1 hangs die body system, it is characterised in that：Described is mixed
The height of solidifying soil prefabricated section (20) drops the 1/3~1/2 of plate thickness for toilet, and horizontally-supported steel plate (14) is equipped with connection spiral shell above
Bar (21), for connecting fixed water proof type right angle regularization angle steel (11).
3. the plate face drop readily removable combined type of plate difference of height according to claim 1 hangs die body system, it is characterised in that：It is horizontally-supported
When terraced muscle (18) has differences with beam body absolute altitude, it is parallel to uniformly distributed vertical reinforced steel on the terraced muscle main reinforcement (22) of beam axis
(9) it is welded with beam main tendon (1).
4. the plate face drop readily removable combined type of plate difference of height according to claim 1 hangs die body system, it is characterised in that：When hanging mould height
When low difference is larger, high increase is folded by square steel and hangs mould thickness, and pass through setting can screwing type mould overall stiffness is hung to support (7) increase.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721753765.8U CN207582947U (en) | 2017-12-15 | 2017-12-15 | The plate face drop readily removable combined type of plate difference of height hangs die body system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721753765.8U CN207582947U (en) | 2017-12-15 | 2017-12-15 | The plate face drop readily removable combined type of plate difference of height hangs die body system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582947U true CN207582947U (en) | 2018-07-06 |
Family
ID=62738438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721753765.8U Active CN207582947U (en) | 2017-12-15 | 2017-12-15 | The plate face drop readily removable combined type of plate difference of height hangs die body system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582947U (en) |
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2017
- 2017-12-15 CN CN201721753765.8U patent/CN207582947U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A composite hanging formwork system with easy disassembly of height difference for board surface lowering Effective date of registration: 20231205 Granted publication date: 20180706 Pledgee: China Minsheng Bank Co.,Ltd. Yangzhou Branch Pledgor: JIANGSU HUAJIANG CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2023980068067 |