CN109555315A - A kind of the demoulding system and demoulding method of building template - Google Patents
A kind of the demoulding system and demoulding method of building template Download PDFInfo
- Publication number
- CN109555315A CN109555315A CN201910073619.8A CN201910073619A CN109555315A CN 109555315 A CN109555315 A CN 109555315A CN 201910073619 A CN201910073619 A CN 201910073619A CN 109555315 A CN109555315 A CN 109555315A
- Authority
- CN
- China
- Prior art keywords
- bar
- open
- plate
- cylinder
- demoulding
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 12
- 238000005192 partition Methods 0.000 claims description 27
- 210000003205 muscle Anatomy 0.000 claims description 25
- 238000007789 sealing Methods 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of building template demoulding system, structure includes universal plate, bridge cylinder, tears bar open；The universal plate is for connecting typified form, the bridge cylinder is mounted in universal plate courtyard, the preset bolt hole torn bar open and screw in universal plate by the bridge cylinder internal screw thread will be detached from together with universal plate and typified form connected to it from concrete surface by tearing bar described in rotation open.A kind of application method of the demoulding system of building template is also disclosed in the present invention: in the position of installation through-wall bolt, directly in the bridge cylinder torn open in bar screw-in courtyard portion, being detached from template and concrete wall surface, completes demoulding；It is not the position for installing through-wall bolt, bridge cylinder is being fixed in courtyard portion, bar will be torn open and screw in bridge cylinder, making to tear boom end open to open and secretly set bolt hole, is making universal plate that the wall form being attached thereto be driven to be detached from concrete surface, complete demoulding.The present invention can be used tool and complete quick demoulding, easy to operate, time saving and energy saving.
Description
Technical field
The present invention relates to a kind of template removing device, the demoulding system of specifically a kind of building template and demoulding side
Method.
Background technique
It in construction engineering, pours and finishes and after concrete setting in wall or building body, require will to install
Template removes, and present demoulding work is all to be agitated using crowbar to template, since concrete can be by mould in process of setting
Plate is bonded, so the power required in demoulding is very big, is likely to prize bad by template using crowbar and be needed to template many places
Agitate could separate template with concrete surface.
Summary of the invention
It is an object of the invention to provide a kind of demoulding system of building template and demoulding methods, tired to solve existing demoulding
It is difficult time-consuming and laborious and it is easy by damaged template the problem of.
The present invention is implemented as follows: a kind of demoulding system of building template, including universal plate, bridge cylinder and tear bar open；Institute
Universal plate is stated for connecting typified form, the bridge cylinder is mounted in universal plate, and the bar of tearing open is threaded in the bridge cylinder
And the universal plate is passed through, the universal plate for being connected with typified form is detached from from concrete surface by tearing bar described in rotation open.
The bridge cylinder includes cylinder, convex block and tooth engaged；Screw thread is equipped on the inner wall of the cylinder, the convex block is set
In the lower part of the cylinder two sides, the tooth engaged is set to the upper end of the cylinder.
The universal plate includes panel, partition, plate ridge, even hole portion and courtyard portion；The panel is strip plate, Ruo Gansuo
Partition is stated to be uniformly distributed along panel length direction, the partition and the panel be mutually perpendicular to and the two sides of partition respectively with face
The two sides of plate are overlapped, and the plate ridge is rectangle cylinder, and the plate ridge is distributed in the two corners on the partition top, and the plate
The length of ridge is identical as the length of the panel, is a cell cube between two neighboring partition, is equipped at the middle part of cell cube
Cell cube is divided into along two parts in panel length direction, respectively described even hole portion and the courtyard portion by scoreboard；The day
The front and rear sides in well portion are respectively equipped with side rib, and are provided with handle hole on the side rib, courtyard portion both ends partition with
A shoulder is respectively equipped in scoreboard；Be respectively equipped with upper hole muscle and lower opening muscle in the upper and lower surface of the even hole portion, the upper hole muscle and
The both ends of lower opening muscle are connected with partition and scoreboard respectively, and the top of the upper hole muscle is connected with the plate ridge of two sides, the upper hole muscle
The company of the being formed hole between lower opening muscle；It is provided in the plate face in courtyard portion and secretly sets bolt hole, the bolt hole of secretly setting is being when not used
Sealing state.
The bar of tearing open includes bar portion and head, and the bar portion is threaded rod, and the head top surface is provided with notch.
The notch cross-sectional shape on the head is rectangle, interior hexagon, cross or a word etc..
A kind of demoulding method of building template is also disclosed in the present invention, the method is as follows: pours and finishes and concrete in wall
After solidification, bridge cylinder is fixed in the courtyard portion of universal plate, bar will be torn open and screw in bridge cylinder, tears open to withstand at the top of bar and secretly sets bolt hole
Plate face on, continue rotation and tear bar open, tear bar open and will secretly set bolt hole and open, and make universal plate and typified form connected to it together
It is detached from from concrete surface.
If the position of demoulding is the position of through-wall bolt, the bridge cylinder for having through-wall bolt system to leave in the courtyard portion, directly
Bar will be torn open by, which connecing, screws in bridge cylinder, tears open and withstands on mould top at the top of bar, continues rotation and tears bar open, makes universal plate and stock mould connected to it
Plate is detached from concrete surface together.
The typified form of universal plate and wall of the invention connects, the bridge cylinder inner wall being connected in the courtyard portion of typified form
Equipped with screw thread, tear open between bar and bridge cylinder to be threadedly coupled to form screw drive mechanism, by rotate tear bar open make to tear open bar with it is omnipotent
Opposite movement occurs between plate, when tearing open on the concrete surface that boom end withstands on solidification, tears bar open and absolute movement no longer occurs, such as
Fruit is directly to tear boom end open using the bridge cylinder installed in through-wall bolt system and withstand on mould top and can not move on, to tear bar open
Relative movement between universal plate is presented as disengaging of the universal plate from concrete surface.Automated tool is used when bar is torn in rotation open,
For example electronic, pneumatic impact spanner or the spanner that surges, spanner will tear bar open and screw in universal plate, spanner generates vibration and by tearing bar and omnipotent open
Plate is conducted to typified form, makes to vibrate between typified form and concrete surface, to accelerate typified form from coagulation
Disengaging on native face.
The present invention can be realized quick demoulding, and automated tool is utilized, time saving and energy saving.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
Fig. 2 is the structural schematic diagram that the present invention tears bar open.
Fig. 3 is the structural schematic diagram of bridge cylinder of the present invention.
Fig. 4 is the top view of bridge cylinder of the present invention.
Fig. 5 is the structural schematic diagram of universal plate of the present invention.
Fig. 6 is the perspective view of universal plate of the present invention.
In figure: 1, tearing bar open；2, bridge cylinder；3, universal plate；4, typified form；1-1, bar portion；1-2, head；1-3, notch；2-
1, cylinder；2-2, convex block；2-3, tooth engaged；2-4, fin；3-1, panel；3-2, partition；3-3, plate ridge；3-4, even hole portion；3-
5, courtyard portion；3-6, scoreboard；3-7, upper hole muscle；3-8, lower opening muscle；3-9, Lian Kong；3-10, plasma discharge hole；3-11, side rib；3-12,
Handle hole；3-13, bolt hole is secretly set；3-14, cylinder shoulder；3-15, ridge ditch；3-16, pedestal；3-17, abutment.
Specific embodiment
As shown in Figure 1, the present invention includes universal plate 3, bridge cylinder 2 and tears bar 1 open.Universal plate 3 is used to connect typified form 4,
Bridge cylinder 2 is mounted in universal plate 3, is torn bar 1 open and is threaded in bridge cylinder 2 and passes through universal plate 3, and tearing bar 1 open by rotation will connect
There is the universal plate 3 of typified form 4 to be detached from from concrete surface.
As shown in Fig. 2, tearing bar 1 open includes bar portion 1-1 and head 1-2, bar portion 1-1 is threaded rod, and in the screw thread of bar portion 1-1
Diameter is identical as the central diameter of screw thread on the cylinder 2-1 inner wall of bridge cylinder 2, tears open after bar 1 is threadedly engaged with bridge cylinder 2 and forms screw drive machine
Structure.Be provided with notch 1-3 in the head top surface 1-1 for tearing bar 1 open, the cross-sectional shape of notch 1-3 be rectangle, interior hexagon, cross or
One word etc., in order to use tool drive tear open bar 1 rotate.
As shown in Figure 3, Figure 4, jackshaft cylinder 1 includes cylinder 2-1, convex block 2-2 and tooth engaged 2-3；In cylinder 2-1
Wall is equipped with screw thread, and convex block 2-2 is set to the lower part of the two sides cylinder 2-1, and tooth engaged 2-3 is set to the upper end of cylinder 2-1.Convex block 2-2
About the substantially symmetrical about its central axis of cylinder 2-1, the right side of convex block 2-2 is along the diametric perpendicular of cylinder 2-1, convex block 2-2
Left side be the tangent perpendicular with cylinder 2-1 outer wall, the upper and lower end face of convex block 2-2 is all horizontal plane, and lower end surface with
The lower end surface flush of cylinder 2-1.Tooth engaged 2-3 be protrude the top cylinder 2-1 bent plate shape, the medial surface of tooth engaged 2-3 and
Lateral surface is overlapped with the inner and outer wall of cylinder 2-1 respectively, and the direction of the both ends of the surface of tooth engaged 2-3 is the diameter side of cylinder 2-1
To.Tooth engaged 2-3 shares several and is uniformly distributed around the central axis of cylinder 2-1, the space between two neighboring tooth engaged 2-3
A tooth engaged 2-3 can just be accommodated to be put into.Vertical fin 2-4, the upper end fin 2-4 are additionally provided in the two sides of cylinder 2-1
It is connected with the lower end of the upper surface flush of cylinder 2-1, fin 2-4 with the upper surface of convex block 2-2, and the right side of fin 2-4
The right side flush in face and convex block 2-2.Tooth engaged 2-3 is located at the position for having fin 2-4.
As shown in Figure 5, Figure 6, wherein universal plate 3 includes panel 3-1, partition 3-2, plate ridge 3-3, even hole portion 3-4 and day
Well portion 3-5.Panel 3-1 is strip plate, and several partition 3-2 are uniformly distributed along panel 3-1 length direction, partition 3-2 and panel 3-1
It is mutually perpendicular to and the two sides of partition 3-2 is overlapped with the two sides of panel 3-1 respectively, plate ridge 3-3 is rectangle cylinder, plate ridge 3-
3 are distributed in the two corners on the top partition 3-2, and the length of plate ridge 3-3 is identical as the length of panel 3-1, two neighboring partition 3-2 it
Between be a cell cube, be equipped with scoreboard 3-6 at the middle part of cell cube and cell cube be divided into along two portions of panel 3-1 length direction
Point, respectively connect hole portion 3-4 and courtyard portion 3-5.The front and rear sides of courtyard portion 3-5 are respectively equipped with side rib 3-11, and in side rib 3-
It is provided with handle hole 3-12 on 11, is respectively equipped with a shoulder 3-14 on the partition 3-2 and scoreboard 3-6 at the courtyard portion both ends 3-5.In even hole
The upper and lower surface of portion 3-4 be respectively equipped with the both ends of hole muscle 3-7 and lower opening muscle 3-8, upper hole muscle 3-7 and lower opening muscle 3-8 respectively with
Partition 3-2 is connected with scoreboard 3-6, and the top of upper hole muscle 3-7 is connected with the plate ridge 3-3 of two sides, upper hole muscle 3-7 and lower opening muscle 3-8
Between formed even hole 3-9.Even the shape of hole 3-9 is rectangle, and the even height of hole 3-9 and the typified form 6 cooperated with universal plate 3
Company hole 3-9 height it is identical.It is provided with ridge ditch 3-15 between the plate ridge 3-3 of two, the top of upper hole muscle 3-7, the both ends ridge ditch 3-15 are other
It is connected with partition 3-2 and scoreboard 3-6, the pedestal 3-16 concordant with the plate upper surface ridge 3-3 is equipped in the middle part of ridge ditch 3-15, in pedestal
3-16 is equipped with the abutment 3-17 of the upper surface protruding plate ridge 3-3, and pedestal 3-16 is parallel to each other with partition 3-2.On lower opening muscle 3-8
It is provided with several plasma discharge hole 3-10 along the panel 3-1 width direction.It is equipped in the panel 3-1 plate face of courtyard portion 3-5 and secretly sets
Bolt hole 3-13.It is provided with vertical elongated slot on cylinder shoulder 3-14, is provided with notch in the side of the bottom cylinder shoulder 3-14, vertical elongated slot and is lacked
Mouthful it is connected, the opposite side each other of the gap position on two cylinder shoulder 3-14.The width of scoreboard 3-6 is slightly less than the width of partition 3-2, can
The side of universal plate 3 to be sealed in the two sides of universal plate 3 setting cover board.
A kind of demoulding method of building template: demoulding body of this method based on above-mentioned building template is also disclosed in the present invention
System waits concrete setting and reaches the requirement of collapsible die, bridge cylinder 2 is fixed on the courtyard after wall pours
In portion 3-5, bridge cylinder 2 is connected on the cylinder shoulder 3-14 of courtyard portion 3-5 by swing bridge cylinder 2, will be torn bar 1 open and is screwed in bridge cylinder 2, tears 1 end of bar open
Portion is withstood in the plate face for secretly setting bolt hole 3-13 of courtyard portion 3-5, is continued rotation later and is torn bar 1 open, and tearing bar 1 open can not move on,
To making universal plate 3 far from concrete surface, and make to tear bar 1 open and be opened bolt hole 3-13 is secretly set, tears bar 1 open and pass through and secretly set bolt hole 3-
13 and tear open bar generation reaction force make universal plate 3 from concrete surface be detached from, the stock mould being connected and fixed with universal plate 3
Plate 4 is also driven simultaneously to be detached from concrete surface.
If the position of through-wall bolt is installed in the position for carrying out demoulding operation before being, through-wall bolt is removed into back court portion
Also there are the bridge cylinders 2 not removed by 3-5, will directly tear bar open and screw in the bridge cylinder 2, and tear 1 end of bar open and withstand on mould top, continue to revolve
Turn to tear bar 1 open, the typified form 4 that tearing bar 1 open makes universal plate 3 together with being connected thereto is detached from from concrete surface.
Rotation tears bar 1 open and uses that electronic, pneumatically or hydraulically spanner and defencive function electronic, on hydraulic spanner make it
It can generate vibration in blocked rotation, on the typified form 4 of the conduct vibrations of generation to entire metope and the contact surface of concrete,
Make quick separating between typified form 4 and concrete surface, to be able to achieve the demoulding of entire metope.
Universal plate 3 of the invention is connect with the typified form 4 of wall, the bridge being connected in the courtyard portion 3-5 of typified form 4
2 inner walls of cylinder are equipped with screw thread, tear open to be threadedly coupled to form screw drive mechanism between bar 1 and bridge cylinder 2, tear bar 1 open by rotation to make
It tears open and opposite movement occurs between bar 1 and universal plate 3, when tearing open on the concrete surface that 1 end of bar withstands on solidification, tear bar 1 open and no longer send out
Raw absolute movement, so that the relative movement torn open between bar 1 and universal plate 3 is presented as universal plate 3 and typified form 4 from concrete
The disengaging in face.If it is directly utilize formwork when through-wall bolt system, will directly tear open bar 1 screw in bridge cylinder 2 in, tear the end of bar 1 open
Portion is withstood on mould top, continue rotation tear open bar 1 can make universal plate 3 and typified form 4 from concrete surface be detached from.Bar 1 is torn open in rotation
When use automated tool, tool can be electronic, pneumatic impact spanner or the spanner that surges, and spanner will tear bar 1 open and screw in universal plate 3,
Due to advancing by resistance after tearing bar 1 open and contacting with concrete surface, electronic, pneumatic impact spanner or the spanner that surges are due to there is automatic protection
Function, can generate vibration, and vibration makes typified form 4 and concrete surface by tearing open on bar 1 and the conduction to typified form 4 of universal plate 3
Between vibrate, to accelerate disengaging of the typified form 4 from concrete surface.
The present invention can be realized quick demoulding, and automated tool is utilized, time saving and energy saving.
Claims (7)
1. a kind of demoulding system of building template, which is characterized in that including universal plate, bridge cylinder and tear bar open；The universal plate is used
In connection typified form, the bridge cylinder is mounted in universal plate, and the bar of tearing open is threaded in the bridge cylinder and passes through described
The universal plate for being connected with typified form is detached from by universal plate by tearing bar described in rotation open from concrete surface.
2. the demoulding system of building template according to claim 1, which is characterized in that the bridge cylinder includes cylinder, convex block
And tooth engaged；Screw thread is equipped on the inner wall of the cylinder, the convex block is set to the lower part of the cylinder two sides, the occlusion
Tooth is set to the upper end of the cylinder.
3. the demoulding system of building template according to claim 1, which is characterized in that the universal plate include panel, every
Plate, plate ridge, even hole portion and courtyard portion；The panel is strip plate, and several partitions are uniformly distributed along panel length direction,
The partition is mutually perpendicular to the panel and the two sides of partition are overlapped with the two sides of panel respectively, and the plate ridge is rectangular
Shape cylinder, the plate ridge is distributed in the two corners on the partition top, and the length of the plate ridge is identical as the length of the panel,
It is a cell cube between two neighboring partition, is equipped with scoreboard at the middle part of cell cube and cell cube is divided into along panel length direction
Two parts, respectively described even hole portion and the courtyard portion；The front and rear sides in the courtyard portion are respectively equipped with side rib, and
It is provided with handle hole on the side rib, is respectively equipped with a shoulder on the partition at courtyard portion both ends and scoreboard；In the even hole portion
Upper and lower surface be respectively equipped with hole muscle and lower opening muscle, the both ends of the upper hole muscle and lower opening muscle respectively with partition and scoreboard phase
Even, the top of the upper hole muscle is connected with the plate ridge of two sides, the company of being formed hole between the upper hole muscle and lower opening muscle；In courtyard portion
It is provided in plate face and secretly sets bolt hole, the bolt hole of secretly setting is being sealing state when not used.
4. the demoulding system of building template according to claim 2, which is characterized in that the bar of tearing open includes bar portion and head
Portion, the bar portion are threaded rod, and the head top surface is provided with notch.
5. the demoulding system of building template according to claim 4, which is characterized in that the notch cross section shape on the head
Shape is rectangle, interior hexagon, cross or a word etc..
6. a kind of demoulding method of building template, which is characterized in that utilize the demoulding body of building template described in claim 1
System pours in wall and finishes and after concrete setting, bridge cylinder is fixed in the courtyard portion of universal plate, will tear bar open and screws in bridge
Cylinder is torn open and is withstood in the plate face for secretly setting bolt hole at the top of bar, continues rotation and tears bar open, tears bar open and will secretly set bolt hole and opens, and makes omnipotent
Plate and typified form connected to it are detached from from concrete surface together.
7. the demoulding method of building template according to claim 6, which is characterized in that if the position of demoulding is spiral shell through walls
The position of bolt, the bridge cylinder for having through-wall bolt system to leave in the courtyard portion will directly tear bar open and screw in bridge cylinder, tear open and withstand at the top of bar
On mould top, continues rotation and tear bar open, universal plate and typified form connected to it is made to be detached from concrete surface together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910073619.8A CN109555315B (en) | 2019-01-25 | 2019-01-25 | Form removing system and form removing method for building form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910073619.8A CN109555315B (en) | 2019-01-25 | 2019-01-25 | Form removing system and form removing method for building form |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109555315A true CN109555315A (en) | 2019-04-02 |
| CN109555315B CN109555315B (en) | 2023-11-03 |
Family
ID=65873677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910073619.8A Active CN109555315B (en) | 2019-01-25 | 2019-01-25 | Form removing system and form removing method for building form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109555315B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030014933A1 (en) * | 2001-07-20 | 2003-01-23 | Worley Ross W. | Method and apparatus for ganging together concrete forms |
| CN201339322Y (en) * | 2008-12-23 | 2009-11-04 | 中国建筑第四工程局有限公司 | Special ejector for large steel formwork |
| CN202370252U (en) * | 2011-12-20 | 2012-08-08 | 中国葛洲坝集团股份有限公司 | Underwater concrete formwork removal device |
| JP2014125800A (en) * | 2012-12-27 | 2014-07-07 | Kunimoto Co Ltd | Auxiliary tool for concrete form assembly |
| CN204960328U (en) * | 2015-09-24 | 2016-01-13 | 中建八局第二建设有限公司 | Movement joint is with supplementary form removal device |
| CN206220520U (en) * | 2016-09-26 | 2017-06-06 | 中国一冶集团有限公司 | The wall column sizing lossless dismounting device of plank sheathing |
| CN107268995A (en) * | 2017-07-25 | 2017-10-20 | 河北润林新材料科技有限公司 | Cast template splices bridge plate and its application method |
| CN207934455U (en) * | 2017-12-25 | 2018-10-02 | 上海二十冶建设有限公司 | The stripper apparatus of concrete steel formwork |
| CN209556379U (en) * | 2019-01-25 | 2019-10-29 | 河北润林新材料科技有限公司 | A kind of demoulding system of building template |
-
2019
- 2019-01-25 CN CN201910073619.8A patent/CN109555315B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030014933A1 (en) * | 2001-07-20 | 2003-01-23 | Worley Ross W. | Method and apparatus for ganging together concrete forms |
| CN201339322Y (en) * | 2008-12-23 | 2009-11-04 | 中国建筑第四工程局有限公司 | Special ejector for large steel formwork |
| CN202370252U (en) * | 2011-12-20 | 2012-08-08 | 中国葛洲坝集团股份有限公司 | Underwater concrete formwork removal device |
| JP2014125800A (en) * | 2012-12-27 | 2014-07-07 | Kunimoto Co Ltd | Auxiliary tool for concrete form assembly |
| CN204960328U (en) * | 2015-09-24 | 2016-01-13 | 中建八局第二建设有限公司 | Movement joint is with supplementary form removal device |
| CN206220520U (en) * | 2016-09-26 | 2017-06-06 | 中国一冶集团有限公司 | The wall column sizing lossless dismounting device of plank sheathing |
| CN107268995A (en) * | 2017-07-25 | 2017-10-20 | 河北润林新材料科技有限公司 | Cast template splices bridge plate and its application method |
| CN207934455U (en) * | 2017-12-25 | 2018-10-02 | 上海二十冶建设有限公司 | The stripper apparatus of concrete steel formwork |
| CN209556379U (en) * | 2019-01-25 | 2019-10-29 | 河北润林新材料科技有限公司 | A kind of demoulding system of building template |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109555315B (en) | 2023-11-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109024993A (en) | A kind of assembly concrete frame wall filled with masonry structural system and its construction method | |
| CN108952135A (en) | The erection method of steel post operation platform fixture and operating platform | |
| CN209556379U (en) | A kind of demoulding system of building template | |
| CN101545319A (en) | Split bolt for concrete template and using method of same | |
| CN105113790A (en) | Bare-concrete corner floating window steel formwork structure body device | |
| CN109555315A (en) | A kind of the demoulding system and demoulding method of building template | |
| CN109537890A (en) | A kind of through-wall bolt locating system and building template construction method | |
| CN105863263A (en) | Ruggedized straight panel clamp, inside corner die clamp and outside corner die clamp | |
| CN210013473U (en) | Inverted L-shaped side form reinforcing structure | |
| CN211666720U (en) | Jacking structure of pipe jacking working well | |
| CN108894255A (en) | The water-stopping method of underground concrete structure deformation joint | |
| CN2876241Y (en) | Leveling device of mould surface plate | |
| CN208815875U (en) | Steel post operation platform fixture | |
| CN212426752U (en) | Steel construction instrument formula anchor point | |
| CN106013789B (en) | A kind of moldboard reinforcing tool and the method using its progress external angle formwork reinforcing | |
| CN209556373U (en) | A kind of bridge cylinder and bridge cylinder linked system | |
| CN103216503B (en) | Tubular product fastening connection accessory | |
| CN203185476U (en) | Buckle structure device for quick-mounted concrete formwork | |
| CN219342819U (en) | Road and bridge crack reinforced structure | |
| CN206752958U (en) | A kind of large area floor construction subregion separation structure | |
| CN213015376U (en) | Embedded part detaching-free template | |
| JPH0780819A (en) | Concrete segment production device | |
| CN207122132U (en) | A kind of building template | |
| CN215521555U (en) | Firm type double-end fastening bolt | |
| CN218029004U (en) | Device for accurately fixing pre-buried sleeve by aluminum mold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |