CN105220877B - Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus - Google Patents
Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus Download PDFInfo
- Publication number
- CN105220877B CN105220877B CN201510705031.1A CN201510705031A CN105220877B CN 105220877 B CN105220877 B CN 105220877B CN 201510705031 A CN201510705031 A CN 201510705031A CN 105220877 B CN105220877 B CN 105220877B
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- riser
- plate
- screw rod
- plugboard
- adjusting screw
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- 238000009415 formwork Methods 0.000 title claims abstract description 51
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 31
- 230000002265 prevention Effects 0.000 title claims abstract description 28
- 238000007789 sealing Methods 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 4
- 238000004512 die casting Methods 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 239000011159 matrix material Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 230000006978 adaptation Effects 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 14
- 230000007812 deficiency Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009408 flooring Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009977 dual effect Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of vertical formwork bottom mortar leakage prevention applied to building template field, level-off integrated apparatus, including support bracket (1), sealing strip (2), height adjusting screw rod (3), determine nut (4), adjusting nut (5), support bracket (1) includes the supporting plate (11) of support vertical formwork (6), location-plate (12), with supporting plate (11) and the connected riser (13) of location-plate (12), riser (13) bottom sets plugboard (14), sealing strip (2) inserts plugboard (14) by plug division (22) and sealed with riser (13), determine nut (4) to be fixed on below location-plate (12), height adjusting screw rod (3) passes through the screw hole of location-plate (12) and is connected with determining nut (4) adaptation, adjusting nut (5) is connected to adjust the height of height adjusting screw rod (3) with height adjusting screw rod (3), make the solid cast concrete base (8) in its bottom top, make between riser (13) bottom and cast concrete base (8) to be sealed by sealing strip (2), complete the closure of vertical formwork (6) bottom, also make multiple vertical formworks (6) bottom concordant.
Description
Technical field
The present invention relates to a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.
Background technology
With continuing to develop for building trade, the proportion of cast-in-place concrete structure increasingly increases.Building template is to be used to pour
The mould of concrete structure is built, its construction period accounts for 1/3rd of whole building thing construction period, mould bases engineering is applied
Work speed largely determines the construction period of building.At present, the bottom of vertical formwork is all in most of template constructions
Equipped with backing plate, and using ordering batten or carry out leakproof and water transfer to the bottom of vertical formwork by the way of plain mixed mud mortar with smearing
It is flat.Due to pouring, to smash flooring height after mixed mud prominent uneven than more serious, therefore using ordering batten or smear plain mixed mud sand
Its work progress workload of the mode of slurry is big, and pours the easy spillage in bottom when smashing mixed mud.
The content of the invention
The technical problems to be solved by the invention are to overcome the deficiencies in the prior art can there is provided a kind of simple in construction, safety
Lean on, efficiency of construction is high, labor intensity is low, save artificial vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.
The first technical scheme of the present invention is:The present invention include support bracket, sealing strip, height adjusting screw rod,
Determine nut, adjusting nut, the support bracket includes being located at top for the supporting plate of support vertical formwork, positioned at the supporting plate
Lower section and the location-plate parallel with the supporting plate plate face, with one end of the supporting plate and the location-plate is mutually fixed respectively connects
The riser connect, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, described
Sealing strip inserts the longitudinal socket of the plugboard by the plug division and is mutually tightly connected with the bottom of the riser, described
Location-plate, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the location-plate
Lower section is simultaneously corresponding with the position of the screw hole, the height adjusting screw rod through the screw hole on the location-plate and with institute
State and determine nut and be adapted connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height
The height and position of adjusting screw rod, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that described close
Strip of paper used for sealing produces deformation, so as to sealed between the bottom of the riser and the cast concrete base by the sealing strip, so that
The bottom closure of the vertical formwork is completed, by adjusting the height and position of the height adjusting screw rod, is also caused multiple described
The bottom of vertical formwork is located on same horizontal plane.
The support bracket is integral section of the cross section in F types, the supporting plate, the location-plate, the riser and institute
Plugboard is stated to be formed in one manufacture.
The support bracket is integrally formed using stretching or die casting mode.
Deformation resigning hole is provided with the sealing strip.
The height adjusting screw rod and it is described determine between nut and the adjusting nut and the height adjusting screw rod it
Between be meshed drive connection by trapezoidal thread.
The support bracket is made of aluminium alloy or steel or plastic cement or composite.
The sealing strip is made of PVC or rubber.
Second of technical scheme of the present invention be:The present invention include support bracket, sealing strip, height adjusting screw rod,
Determine nut, adjusting nut, the support bracket includes being located at top for the supporting plate of support vertical formwork, positioned at the supporting plate
Lower section and the location-plate parallel with the supporting plate plate face, with one end of the supporting plate and the location-plate is mutually fixed respectively connects
The riser connect, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, described
Sealing strip inserts the longitudinal socket of the plugboard by the plug division and is mutually tightly connected with the bottom of the riser, described
Location-plate, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the location-plate
Lower section is simultaneously corresponding with the position of the screw hole, the height adjusting screw rod through the screw hole on the location-plate and with institute
State and determine nut and be adapted connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height
The height and position of adjusting screw rod, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that described close
Strip of paper used for sealing produces deformation, so as to sealed between the bottom of the riser and the cast concrete base by the sealing strip, so that
The bottom closure of the vertical formwork is completed, by adjusting the height and position of the height adjusting screw rod, is also caused multiple described
The bottom of vertical formwork is located on same horizontal plane.
The support bracket also includes secondary riser, and the secondary riser is mutually fixedly connected with the other end of the location-plate, described
The bottom of secondary riser is provided with the secondary plugboard with longitudinal socket, and the sealing strip has two and inserted respectively by the plug division
The longitudinal socket of the plugboard and the secondary plugboard and respectively with the bottom of the riser and the secondary riser mutually company of sealing
Connect, the bottom of height adjusting screw rod top is lived after cast concrete base admittedly, the bottom of the riser and the secondary riser with it is described
Between cast concrete base dual-seal is carried out by two sealing strips.
The secondary riser is concordant with the bottom of the riser.
It is relative with the shape of cross section for two sealing strips that the plugboard and the secondary plugboard are connected respectively
Claim.
The supporting plate, the location-plate, the riser, the plugboard, the secondary riser and the secondary plugboard are
It is integrally formed manufacture
The support bracket is integrally formed using stretching or die casting mode.
Deformation resigning hole is provided with the sealing strip.
The height adjusting screw rod and it is described determine between nut and the adjusting nut and the height adjusting screw rod it
Between be meshed drive connection by trapezoidal thread.
The support bracket is made of aluminium alloy or steel or plastic cement or composite.
The sealing strip is made of PVC or rubber.
The beneficial effects of the invention are as follows:Due to the present invention include support bracket, sealing strip, height adjusting screw rod, determine nut, adjust
Whole nut, the support bracket include being located at top be used for the supporting plate of support vertical formwork, below the supporting plate and with
The parallel location-plate of the supporting plate plate face, with one end of the supporting plate and the location-plate be mutually fixedly connected respectively it is vertical
Plate, the bottom of the riser is provided with the plugboard with longitudinal socket, and the top of the sealing strip is provided with plug division, the sealing strip
The longitudinal socket of the plugboard is inserted by the plug division and is mutually tightly connected with the bottom of the riser, the location-plate
Being provided with is used for the screw hole that passes through of the height adjusting screw rod, described to determine nut and be fixedly connected on the lower section of the location-plate simultaneously
Position with the screw hole is corresponding, and the height adjusting screw rod through the screw hole on the location-plate and determines spiral shell with described
Parent phase adaptation connection, the adjusting nut is connected with the top of the height adjusting screw rod for adjusting the height regulation spiral shell
The height and position of bar, so that cast concrete base is lived on the bottom top of the height adjusting screw rod admittedly, while so that the sealing strip is produced
Raw deformation, so as to be sealed between the bottom of the riser and the cast concrete base by the sealing strip, so as to complete institute
The bottom closure of vertical formwork is stated, by adjusting the height and position of the height adjusting screw rod, also causes multiple vertical moulds
The bottom of plate is located on same horizontal plane;Instant invention overcomes the defect in conventional construction method, eliminate and order batten and smear
The course of work of plain mixed mud mortar so that work progress workload greatly reduces, it is to avoid it is easy to pour bottom when smashing mixed mud
The deficiency of spillage, and the bottom level of the multiple vertical formworks of adjustment is simple and easy to do;Therefore simple in construction, safety of the invention can
Lean on, efficiency of construction is high, labor intensity is low, saving is artificial, is a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.
Brief description of the drawings
Fig. 1 is that the vertical formwork bottom mortar leakage prevention of the embodiment of the present invention one, the stereochemical structure of level-off integrated apparatus are shown
It is intended to;
Fig. 2, Fig. 3 be vertical formwork bottom mortar leakage prevention shown in Fig. 1, two kinds of the installation process of level-off integrated apparatus
The side structure schematic diagram of state;
Fig. 4 is that the vertical formwork bottom mortar leakage prevention of the embodiment of the present invention two, the stereochemical structure of level-off integrated apparatus are shown
It is intended to;
Fig. 5, Fig. 6 be vertical formwork bottom mortar leakage prevention shown in Fig. 4, two kinds of the installation process of level-off integrated apparatus
The side structure schematic diagram of state.
Embodiment
Embodiment one:
As shown in FIG. 1 to 3, the vertical formwork bottom mortar leakage prevention of the present embodiment, level-off integrated apparatus include support
Frame 1, sealing strip 2, height adjusting screw rod 3, determine nut 4, adjusting nut 5, the support bracket 1 includes being located at top perpendicular for support
To the supporting plate 11 of template 6, positioned at the lower section of supporting plate 11 and the location-plate 12 parallel with the plate face of supporting plate 11 and institute
Stating on the riser 13 that one end of supporting plate 11 and the location-plate 12 is mutually fixedly connected respectively, the supporting plate 11 can be provided with being used for
Vertical formwork 6 installs the mounting hole of fixation, and the bottom of the riser 13 is provided with the plugboard 14 with longitudinal socket, the support bracket
1 is integral section of the cross section in F types, and the supporting plate 11, the location-plate 12, the riser 13 and the plugboard 14 are
Manufacture is integrally formed, the support bracket 1 is integrally formed using stretching or die casting mode, the top of the sealing strip 2 is provided with grafting
Portion 22, the sealing strip 2 by the plug division 22 insert the plugboard 14 longitudinal socket and with the bottom of the riser 13
Portion is mutually tightly connected, and deformation resigning hole 21 is provided with the sealing strip 2, described fixed beneficial to the deformation and sealing of the sealing strip 2
Position plate 12, which is provided with, is used for the screw hole that passes through of the height adjusting screw rod 3, described to determine nut 4 and be fixedly connected on the location-plate
12 lower section is simultaneously corresponding with the position of the screw hole, and the height adjusting screw rod 3 passes through the screw rod on the location-plate 12
Nut 4 is determined described in Kong Bingyu and is adapted connection, the adjusting nut 5 is connected with the top of the height adjusting screw rod 3 and is used for
The height and position of the height adjusting screw rod 3 is adjusted, so that cast concrete base 8 is lived on the bottom top of the height adjusting screw rod 3 admittedly,
The sealing strip 2 is caused to produce deformation simultaneously, so that by described close between the bottom of the riser 13 and the cast concrete base 8
Strip of paper used for sealing 2 is sealed, so that the bottom closure of the vertical formwork 6 is completed, by the height for adjusting the height adjusting screw rod 3
Position, also cause multiple vertical formworks 6 bottom be located at same horizontal plane on, the height adjusting screw rod 3 with it is described
Determine between nut 4 and connected between the adjusting nut 5 and the height adjusting screw rod 3 by the trapezoidal thread transmission that is meshed
Connect, the root of the tooth intensity of trapezoidal thread is high, and centering is good so that the part bearing of regulation height of the invention is good, easy to adjust,
Precision is high, is hardly damaged, long lifespan, and the support bracket 1 is made of aluminium alloy, Portable durable, naturally it is also possible to use steel
Or plastic cement or composite etc. are made, the sealing strip 2 is made of PVC, naturally it is also possible to be made of rubber.
The present embodiment carries out entering by the way of bottom leveling, mortar leakage prevention operation again in construction using first installing vertical formwork
OK.First the vertical formwork 6 is fixed on the supporting plate 11, then by vertical formwork bottom mortar leakage prevention, level-off one
Body makeup is put is positioned over the upper of cast concrete base 8 (i.e. mixed mud floor face in the present embodiment) together with the vertical formwork 6
Surface, the sealing strip 2 is deformed under the pressure effect of the vertical formwork 6, further according to mixed mud flooring real standard
Highly, the height and position of the height adjusting screw rod 3 is adjusted by the adjusting nut 5 so that described to determine nut 4 and solid with it
The fixed location-plate 12 is moved up and down, so that the upper surface of the supporting plate 11 and the bottom of the vertical formwork 6
Level height changes, and becomes while shape occurs for the sealing strip 2 being connected under the effect of the pressure with the support bracket 1
Change.In the present embodiment, the height adjusting screw rod 3 plays dual parts of supporting and adjusting height.
Embodiment two:
As shown in Fig. 4~Fig. 6, the vertical formwork bottom mortar leakage prevention, level-off integrated apparatus and embodiment of the present embodiment
One distinguishing characteristics is:In the present embodiment, the support bracket 1 also includes secondary riser 15, the secondary riser 15 and the positioning
The other end of plate 12 is mutually fixedly connected, and the secondary riser 15 is concordant with the bottom of the riser 13, the bottom of the secondary riser 15
Provided with the secondary plugboard 16 with longitudinal socket, the supporting plate 11, the location-plate 12, the riser 13, the plugboard 14,
The secondary riser 15 and the secondary plugboard 16 are formed in one manufacture, and the sealing strip 2 has two and inserted respectively by described
Socket part 22 is inserted the longitudinal socket of the plugboard 14 and the secondary plugboard 16 and stood respectively with the riser 13 and the pair
The bottom of plate 15 is mutually tightly connected, and the bottom of the height adjusting screw rod 3 top is lived after cast concrete base 8 admittedly, the riser 13 and
Between the bottom of the secondary riser 15 and the cast concrete base 8 dual-seal, sealing and anti-leakage are carried out by two sealing strips 2
Effect more preferably, the cross section for two sealing strips 2 being connected respectively with the plugboard 14 and the secondary plugboard 16
Shape is symmetrical.In the present embodiment, the secondary riser 15 plays a part of support jointly with the riser 13 so that of the invention
It is structural more to stablize, and the height adjusting screw rod 3 plays dual parts of positioning and adjusted, the pin 7 shown in Fig. 4 in addition
The Kong Bingyu selling sheets 9 that may pass through on the supporting plate 11 coordinate, for the bottom of vertical formwork mutually to be fixed with the support bracket 1
Connection.
The present embodiment enters in construction by the way of vertical formwork is installed in first progress bottom leveling, mortar leakage prevention operation again
OK.First punched in cast concrete base 8 (being mixed mud floor face in the present embodiment), by vertical formwork bottom mortar leakage prevention, water transfer
Flat integrated apparatus is positioned on mixed mud floor face so that the height adjusting screw rod 3 is inserted into the hole in mixed mud floor face
In, and adjusted by the adjusting nut 5, the support bracket 1 is moved up and down along the height adjusting screw rod 3, the sealing
Bar 2 is deformed under the pressure of the support bracket 1, according to the real standard of mixed mud flooring height, adjusts the adjustment spiral shell
Female 5 height and position on the height adjusting screw rod 3, so that the upper surface of the supporting plate 11 and the vertical mould
The bottom level of plate 6 highly changes, after the completion of leveling, mortar leakage prevention process, and the vertical formwork 6 finally is installed into fixation
On the supporting plate 11.
Instant invention overcomes the defect in conventional construction method, eliminate and order batten and smear the worked of plain mixed mud mortar
Journey so that work progress workload greatly reduces, it is to avoid pour the deficiency of the easy spillage in bottom when smashing mixed mud, and adjust multiple
The bottom level of the vertical formwork is simple and easy to do;Therefore simple in construction, the safe and reliable, efficiency of construction of the present invention is high, work is strong
Degree is low, save artificial, is a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus.
It the composite can be widely applied to building template field.
Claims (10)
1. a kind of vertical formwork bottom mortar leakage prevention, level-off integrated apparatus, it is characterised in that:Including support bracket (1), sealing strip
(2), height adjusting screw rod (3), determine nut (4), adjusting nut (5), the support bracket (1) includes being located at top perpendicular for support
To the supporting plate (11) of template (6), positioned at the supporting plate (11) lower section and the positioning parallel with the supporting plate (11) plate face
Plate (12), the riser (13) being mutually fixedly connected respectively with one end of the supporting plate (11) and the location-plate (12), it is described vertical
The bottom of plate (13) is provided with the plugboard (14) with longitudinal socket, and the top of the sealing strip (2) is provided with plug division (22), described
Sealing strip (2) by the plug division (22) insert the plugboard (14) longitudinal socket and with the bottom of the riser (13)
Mutually it is tightly connected, the location-plate (12), which is provided with, is used for the screw hole that the height adjusting screw rod (3) is passed through, described to determine nut
(4) lower section of the location-plate (12) and, the height adjusting screw rod corresponding with the position of the screw hole are fixedly connected on
(3) through the screw hole on the location-plate (12) and determine nut (4) and be adapted to be connected with described, the adjusting nut (5) and
The top of the height adjusting screw rod (3) is connected for the height and position for adjusting the height adjusting screw rod (3), so that described
Cast concrete base (8) is lived on the bottom top of height adjusting screw rod (3) admittedly, while so that the sealing strip (2) produces deformation, so that institute
State between the bottom of riser (13) and the cast concrete base (8) and to be sealed by the sealing strip (2), so as to complete described perpendicular
Block, by adjusting the height and position of the height adjusting screw rod (3), also cause multiple described vertical to the bottom of template (6)
The bottom of template (6) is located on same horizontal plane.
2. vertical formwork bottom according to claim 1 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described
Support bracket (1) be cross section be in F types integral section, the supporting plate (11), the location-plate (12), the riser (13) and
The plugboard (14) is formed in one manufacture.
3. vertical formwork bottom according to claim 1 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described
Support bracket (1) also includes secondary riser (15), and the secondary riser (15) is mutually fixedly connected with the other end of the location-plate (12), institute
The bottom for stating secondary riser (15) is provided with the secondary plugboard (16) with longitudinal socket, and the sealing strip (2) has two and passed through respectively
The plug division (22) insert the longitudinal socket of the plugboard (14) and the secondary plugboard (16) and respectively with the riser
(13) and the bottom of the secondary riser (15) is mutually tightly connected, coagulation soil matrix is lived on the bottom top of the height adjusting screw rod (3) admittedly
It is described close by two between the bottom and the cast concrete base (8) of the riser (13) and the secondary riser (15) behind bottom (8)
Strip of paper used for sealing (2) carries out dual-seal.
4. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described
Secondary riser (15) is concordant with the bottom of the riser (13).
5. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:Respectively
It is relative with the shape of cross section for two sealing strips (2) that the plugboard (14) and the secondary plugboard (16) are connected
Claim.
6. vertical formwork bottom according to claim 3 mortar leakage prevention, level-off integrated apparatus, it is characterised in that:It is described
Supporting plate (11), the location-plate (12), the riser (13), the plugboard (14), the secondary riser (15) and the pair
Plugboard (16) is formed in one manufacture.
7. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 2 or 6, it is characterised in that:Institute
Support bracket (1) is stated to be integrally formed using stretching or die casting mode.
8. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special
Levy and be:Deformation resigning hole (21) is provided with the sealing strip (2).
9. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special
Levy and be:The height adjusting screw rod (3) and described determine between nut (4) and the adjusting nut (5) is adjusted with the height
It is meshed drive connection by trapezoidal thread between section screw rod (3).
10. vertical formwork bottom mortar leakage prevention, level-off integrated apparatus according to claim 1 to 6 any one, it is special
Levy and be:The support bracket (1) is made of aluminium alloy or steel or plastic cement or composite;The sealing strip (2) uses PVC
Or rubber is made.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510705031.1A CN105220877B (en) | 2015-09-27 | 2015-10-27 | Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus |
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CN2015106385623 | 2015-09-27 | ||
CN201510638562 | 2015-09-27 | ||
CN201510705031.1A CN105220877B (en) | 2015-09-27 | 2015-10-27 | Vertical formwork bottom mortar leakage prevention, level-off integrated apparatus |
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CN105220877A CN105220877A (en) | 2016-01-06 |
CN105220877B true CN105220877B (en) | 2017-09-26 |
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Families Citing this family (4)
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CN108331333B (en) * | 2018-02-11 | 2020-11-27 | 中天建设集团有限公司 | Aluminum alloy formwork inner wall column root plug seam optimization device and construction method thereof |
CN109138411B (en) * | 2018-09-30 | 2020-11-13 | 重庆瑞鑫科五金制品有限公司 | Telescopic external corner template |
CN109113336B (en) * | 2018-09-30 | 2020-11-13 | 重庆瑞鑫科五金制品有限公司 | Telescopic aluminum template external corner structure |
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 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101205726A (en) * | 2007-12-19 | 2008-06-25 | 南通华新建工集团有限公司 | Foundation bedplate post-pouring strip mud-leakage preventing method |
CN201437641U (en) * | 2009-07-31 | 2010-04-14 | 中冶集团华冶资源开发有限责任公司 | Formwork fixing device |
CN201933783U (en) * | 2010-12-31 | 2011-08-17 | 赵新明 | Joint grout leakage-resisting seal plate for seam line |
CN205077871U (en) * | 2015-09-27 | 2016-03-09 | 深圳市鈤励科技有限公司 | Vertical template bottom anti -leakage , level -off integrated device |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08184183A (en) * | 1994-12-28 | 1996-07-16 | Toutetsu Kogyo Kk | Slag leakage preventing device for lower part of pillar form and wall form |
-
2015
- 2015-10-27 CN CN201510705031.1A patent/CN105220877B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101205726A (en) * | 2007-12-19 | 2008-06-25 | 南通华新建工集团有限公司 | Foundation bedplate post-pouring strip mud-leakage preventing method |
CN201437641U (en) * | 2009-07-31 | 2010-04-14 | 中冶集团华冶资源开发有限责任公司 | Formwork fixing device |
CN201933783U (en) * | 2010-12-31 | 2011-08-17 | 赵新明 | Joint grout leakage-resisting seal plate for seam line |
CN205077871U (en) * | 2015-09-27 | 2016-03-09 | 深圳市鈤励科技有限公司 | Vertical template bottom anti -leakage , level -off integrated device |
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