CN207296406U - The connection component that a kind of Combined formwork is used in combination with plank sheathing - Google Patents
The connection component that a kind of Combined formwork is used in combination with plank sheathing Download PDFInfo
- Publication number
- CN207296406U CN207296406U CN201721080206.5U CN201721080206U CN207296406U CN 207296406 U CN207296406 U CN 207296406U CN 201721080206 U CN201721080206 U CN 201721080206U CN 207296406 U CN207296406 U CN 207296406U
- Authority
- CN
- China
- Prior art keywords
- component
- plank sheathing
- nail
- combination
- combined formwork
- 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.)
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Classifications
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- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms
-
- 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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It the utility model is related to the connection component that a kind of Combined formwork is used in combination with plank sheathing, including first component, second component, the 3rd component and the 4th component, first component is arranged to L-square, one panel is equipped with and fixinig plate, fixinig plate is equipped with jack, and another panel is equipped with circular through hole；Second component is arranged to nail, and the tail end of nail is equipped with outside cap head and inner side cap head；3rd component includes substrate and clapboard, is provided with entrance hole on the substrate, and the entrance hole is used to be fixed on substrate by, clapboard for the head of a nail of nail being fixed on plank sheathing and is provided with connect and the gradual increased straight slot of height with entrance hole；4th component is arranged to the inserted sheet being connected with jack.Combined formwork can be quickly installed together by the utility model with plank sheathing, ensure the planarization between fastness and connecting portion different templates that aluminum wood combines, it is convenient for disassembly and assembly, make and use cost reduces, repeat usage is high, and economy and practicality are good.
Description
Technical field
It the utility model is related to the template used during the cast of the concrete in building, architectural engineering, and in particular to a kind of group
The connection component that combined type mold is used in combination with plank sheathing.
Background technology
Combined formwork, such as aluminum alloy mould plate, plastic formwork and steel form etc., because Forming Quality it is high, it is easy to use,
Using the advantages that number of turnover is more, environmental protection is recyclable, more and more applications have been obtained in engineering in recent years.Engineer application
In, classify according to recycling, Combined formwork can be divided into two parts.A part is the relatively fixed standard form of size；Separately
The template composition that a part is matched or processed according to different engineerings.The former can reuse in Other Engineering, recycling time
Number is more；The latter cannot reuse in Other Engineering substantially, can only be by waste recovery.Just because of the reason for the latter, at present combination
Formula template is normally only used for more than 20 layers of skyscraper, and the building less than 20 layers uses combined type mould because economic cause is less
Plate.Similarly, the building changed greatly for architectural image, Combined formwork is also because the recycling number deficiency of segment template
And it is restricted.
To overcome above-mentioned reason, engineers and technicians propose steel-aluminium combination template, aluminium-wood combines the ideas such as template, its
Middle aluminium-wood attracts attention with reference to the live easy to process, good economy performance because of plank sheathing, but in using engineering, because of connector
Immature cause the unmatched situation of template quality more prominent.
Utility model content
The purpose of this utility model is to combine the jejune shape of template connecting piece for aluminium-wood, there is provided a kind of combined type
The connection component that template is used in combination with plank sheathing, it is ensured that between fastness and connecting portion different templates that aluminium-wood combines
Planarization, dismounting is flexible, and use cost reduces.
To achieve these goals, the connection that a kind of Combined formwork provided by the utility model is used in combination with plank sheathing
Component, including the connection component for Combined formwork and plank sheathing to be linked together, the connection component include the first structure
Part, second component, the 3rd component and the 4th component, the first component are arranged to right angle metallic plate, vertical on one panel
Fixinig plate is extended with, the fixinig plate is equipped with jack, its another panel is equipped with circular through hole；The second component is set
For nail, the tail end of the nail has been positioned apart from outside cap head and inner side cap head along nail length direction；3rd structure
Part, which is set, includes substrate and clapboard, and the two sides of the substrate are respectively configured as bearing surface and supporting surface, on the substrate
The entrance hole for connecting the bearing surface and the supporting surface is provided with, the entrance hole is for the nail for being fixed on plank sheathing
Outside cap head is by the way that the clapboard, which is fixed on the supporting surface and is provided with, to be connected with the entrance hole and highly gradually increase
Straight slot, impacting one end of the substrate makes the nail enter the straight slot from the entrance hole, when the outside of the nail
When cap head and the notch of the straight slot contact, the plank sheathing is lock onto in the first component by the bearing surface；Institute
State the inserted sheet that the 4th component is arranged to be connected with the jack.
As the preferable technical solution of the utility model, the fixinig plate is at least provided with two.
As the preferable technical solution of the utility model, the jack is strip hole, the fixinig plate insert combined type mould
After the mounting hole of plate, the jack should ensure that the inserted sheet is inserted into the jack exposed to outer length can abut against combined type
The installation hole end surface of template.
As the preferable technical solution of the utility model, the inserted sheet is wedge-shaped inserted sheet.
As the preferable technical solution of the utility model, the both ends of the substrate are respectively equipped with the first impact portion and second and hit
The portion of beating, first impact portion are bent to the clapboard side respectively with the both ends that second impact portion is the substrate
Shaping.
As the preferable technical solution of the utility model, the width of the straight slot is more than the diameter of the nail and is less than institute
State the diameter of outside cap head.
As the preferable technical solution of the utility model, the diameter of the circular through hole is greater than or equal to the inner side cap head
Diameter.
As the preferable technical solution of the utility model, it is additionally provided with the panel of the first component with the circular through hole
At least one tack holes hammered into for the nail on plank sheathing, the diameter of the tack holes be more than the diameter of the nail and
Less than the diameter of the inner side cap head.
As the preferable technical solution of the utility model, the substrate is integrally formed with the clapboard.
It is recessed that at least one reinforcement is disposed with as the preferable technical solution of the utility model, in the plate face of the first component
Groove, the length for strengthening groove extend perpendicularly to the right angle folding line of the first component.
Implement the connection component that Combined formwork provided by the utility model is used in combination with plank sheathing, with the prior art
Compare, have the advantages that：
Combined formwork can be quickly installed together by the utility model by above-mentioned connection component with plank sheathing, energy
Enough ensure the planarization between the fastness and connecting portion different templates that aluminium-wood combines, dismounting is flexible, makes and uses
Cost reduction, repeat usage is high, and economy and practicality are good.
Brief description of the drawings
Fig. 1 is the first component for one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Front view；
Fig. 2 is the first component for one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Side view；
Fig. 3 is the second component for one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Front view；
Fig. 4 is the 3rd component of one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Front view；
Fig. 5 is the 3rd component of one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Bottom view；
Fig. 6 is the 4th component of one embodiment of connection component that the utility model Combined formwork is used in combination with plank sheathing
Front view.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not intended to limit the scope of the present invention.
With reference to shown in referring to Fig. 1 to Fig. 6, what a kind of Combined formwork provided by the utility model was used in combination with plank sheathing
Connection component, it includes being used for the connection component that Combined formwork and plank sheathing link together, and the connection component includes
First component 1, second component 2, the 3rd component 3 and the 4th component 4.
The first component 1 is arranged to the metallic plate of right angle bending, and fixinig plate 11, institute have been extended perpendicularly out on one panel
State fixinig plate 11 and be equipped with jack 12, its another panel is equipped with circular through hole 13.When it is implemented, the fixinig plate 11 to
Two are equipped with less, and is vertically welded on the panel being connected with Combined formwork, and are inserted with the mounting hole cooperation of Combined formwork
Connect.Wherein, the fixinig plate 11 is preferably two, to ensure the bonding strength between first component 1 and Combined formwork.
In order to prevent the angle between two panels of the first component 1 because be pressurized it is excessive deform, described the
Arrangement at least one strengthens groove 15 in the plate face of one component 1, to strengthen the anti-pressure ability of first component 1.The reinforcement groove
15 length extends perpendicularly to the right angle folding line of the first component 1.
The second component 2 is arranged to nail 20, and the tail end of the nail 20 is positioned apart from along 20 length direction of nail
There are outside cap head 21 and inner side cap head 22.The outside cap head 21 hammers into plank sheathing for hammer nail 20, also has been available for
Nail sled levers up nail 20 from plank sheathing.The inner side cap head 22 plays position-limiting action, and nail is limited on the premise of ensureing to clench
Son 20 gos deep into the degree of plank sheathing, is provided for nail nipping sled and uses space.It should be noted that the diameter of the circular through hole 13 is big
In or equal to the inner side cap head 22 diameter, with ensure inner side cap head 22 end face can be close to plank sheathing.
3rd component 3 includes substrate 31 and clapboard 32, and the two sides of the substrate 31 are respectively configured as abutting
Face and supporting surface, the entrance hole 33 for connecting the bearing surface and the supporting surface, the entrance hole 33 are provided with the substrate 31
For the outside cap head 21 of nail 20 that is fixed on plank sheathing by the way that the clapboard 32 is fixed on the supporting surface and opens
Have connected with the entrance hole 33 and height gradually increased straight slot 34.Wherein, the width of the straight slot 34 is more than the nail
20 diameter and the diameter for being less than the outside cap head 21.
Thus, by the design of above-mentioned 3rd component 3, it is acted on including as follows：On the one hand, play the role of pre-fixing, when
When the entrance hole 33 of 3rd component 3 is sleeved on nail 20, outside cap head 21 protrudes entrance hole 33, and the 3rd component 3 moves
Dynamic, 20 position of nail between the outside cap head 21 and inner side cap head 22 can be slipped into the straight slot 34 and along straight slot 34
Short transverse is goed deep into, until outside cap head 21 is stopped by the 3rd component 3, so as to pre-fixing plank sheathing in the first component
On 1；On the other hand, nail nipping sled is played the role of, when nail 20 is continued deeper into respect to the 3rd component 3 in straight slot 34, outside cap
First 21 are stopped and lifted by the 3rd components 3, so as to force nail 20 to remove plank sheathing therewith.
In order to which further plank sheathing is fastened in the first component 1, there is the first component 1 of the circular through hole 13
Panel on be additionally provided with least one tack holes 14 hammered into for the nail 20 on plank sheathing, the diameter of the tack holes 14
Diameter more than the nail 20 and the diameter less than the inner side cap head 22.
In order to ensure in force, the substrate 31 and the clapboard 32 can be with stress equalizations, in the present embodiment, can be with
The substrate 31 and the clapboard 32 are disposed as axially symmetric structure, the central axes of the clapboard 32 and the substrate 31
Central axes on same straight line, and the straight slot 34 along the clapboard 32 central axes extend, in this way, described in impact
During substrate 31, during the substrate 31 drives the movement of clapboard 32, the wood into the straight slot 34 can be made
Nail 20 in template successfully moves in the straight slot 34.
The surface of the clapboard 32 could be provided as arcwall face, to strengthen the intensity of the clapboard 32, with ensure with
When the outside cap head 21 of the nail 20 abuts, situations such as being not in deformation, with the service life of member for prolonging.Further
, the arcwall face and the position that the notch of the straight slot 34 is connected can also be configured to friction portion, and the friction portion can be with
Frictional force well is formed between the outside cap head 21 of the nail 20, so that the plank sheathing is filled with the Combined formwork
Be not in opposite slip after preparing, between the nail and the clapboard 32, so as to improve the plank sheathing and described group
Bonding strength of the combined type mold in building construction process.
Furthermore, it is possible to make to form one knot between the substrate 31 and the clapboard 32 using punching press or other modes
Structure, to strengthen the intensity of connector, and reduces production cost.
For the ease of exerting a force to the substrate 31, in the present embodiment, at the both ends of the substrate 31 first can be set to hit
Beat 35 and second impact portion 36 of portion.Preferably, first impact portion 35 and second impact portion 36 are the substrate 31
Both ends respectively to the 32 side bending forming of clapboard, to increase force area, make 31 stress equalization of substrate, from
And the nail 20 on the plank sheathing is set to be moved relative to the straight slot 34 well.
4th component 4 is arranged to the inserted sheet 40 being connected with the jack 12.In the present embodiment, on the fixinig plate 11
Jack 12 be strip hole, after the mounting hole of the 11 insert combined type template of fixinig plate, the jack 12 is exposed to outer length
Degree should ensure that the inserted sheet 40 is inserted into the jack 12 the installation hole end surface that can abut against Combined formwork, to ensure the first structure
Part 1 is fastened on Combined formwork.Insert and dismantle in order to facilitate inserted sheet 40, the inserted sheet 40 is preferably wedge-shaped inserted sheet.
Using above-mentioned connection component, the installation method that the Combined formwork is used in combination with plank sheathing includes following step
Suddenly：
Step 1.1：The right angle position of the first component 1 is fitted in the edge of plank sheathing, the nail 20 is passed through
13 nail joint of circular through hole makes the end face of the inner side cap head 22 be close to plank sheathing, then passes through the importing on plank sheathing
3rd component 3 is sleeved on the nail 20 by hole 33, then promotes the 3rd component 3, makes 21 He of outside cap head
20 position of nail between inner side cap head 22 is slipped into the straight slot 34 and is goed deep into along the ascent direction of straight slot 34, until outside cap
First 21 are stopped by the notch of the straight slot 34, so as to pre-fixing plank sheathing in the first component 1；
Step 1.2：With step 1.1 in no particular order, by the peace of the 11 insert combined type template of fixinig plate of the first component 1
Hole is filled, is then squeezed into the inserted sheet 40 in the jack 12, so that Combined formwork is fixed in the first component 1；
Step 1.3：Repeat step 1.1 and step 1.2 complete the installation of plank sheathing and Combined formwork；
The method for dismounting that the Combined formwork is used in combination with plank sheathing includes the following steps：
Step 2.1：The 3rd component 3 is impacted, makes the nail 20 between the outside cap head 21 and inner side cap head 22
Position is slipped into the straight slot 34 and is continued deeper into along the ascent direction of straight slot 34, and the outside cap head 21 is by the groove of the straight slot 34
Mouth stops and lifts, so as to force nail 20 to remove plank sheathing therewith, pulls down plank sheathing；
Step 2.2：With step 2.1 in no particular order, the inserted sheet 40 is knocked out from the jack 12, makes Combined formwork
Released with the stationary state of first component 1, pull down Combined formwork；
Step 2.3：Repeat step 2.1 and step 2.2 complete the dismounting of plank sheathing and Combined formwork.
In addition, each component in connection component stands intact before and after assembling and disassembling, use next time is remained after can summing up.
To sum up, the connection component being used in combination using Combined formwork provided by the utility model with plank sheathing, can
Combined formwork is quickly installed together with plank sheathing, can ensure fastness that alloy-wood combines and connecting portion not
With the planarization between template, dismounting is flexible, makes and use cost reduces, repeat usage is high, economy and practicality
Property is good.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model technical principle is not departed from, some improvement and replacement can also be made, these change
The scope of protection of the utility model is also should be regarded as into replacement.
Claims (10)
1. the connection component that a kind of Combined formwork is used in combination with plank sheathing, it is characterised in that including for by combined type mould
The connection component that plate and plank sheathing link together, the connection component include first component, second component, the 3rd component and the
Four components, the first component are arranged to L-square, and fixinig plate has been extended perpendicularly out on one panel, and the fixinig plate is equipped with
Jack, its another panel are equipped with circular through hole；The second component is arranged to nail, and the tail end of the nail is grown along nail
Degree direction has been positioned apart from outside cap head and inner side cap head；3rd component includes substrate and clapboard, the substrate
Two sides are respectively configured as bearing surface and supporting surface, and leading for the connection bearing surface and the supporting surface is provided with the substrate
Enter hole, the entrance hole is for the outside cap head of nail that is fixed on plank sheathing by the way that the clapboard is fixed on the branch
On support face and be provided with connected with the entrance hole and height gradually increased straight slot, impacting one end of the substrate makes the nail
Enter the straight slot from the entrance hole, it is described when the outside cap head of the nail is contacted with the notch of the straight slot
The plank sheathing is lock onto in the first component by bearing surface；What the 4th component was arranged to be connected with the jack inserts
Piece.
2. the connection component that Combined formwork as claimed in claim 1 is used in combination with plank sheathing, it is characterised in that described solid
Stator is at least provided with two.
3. the connection component that Combined formwork as claimed in claim 2 is used in combination with plank sheathing, it is characterised in that described to insert
Hole is strip hole, and after the mounting hole of the fixinig plate insert combined type template, the jack should ensure that institute exposed to outer length
State inserted sheet and be inserted into the jack installation hole end surface that can abut against Combined formwork.
4. the connection component that Combined formwork as claimed in claim 3 is used in combination with plank sheathing, it is characterised in that described to insert
Piece is wedge-shaped inserted sheet.
5. the connection component that Combined formwork as claimed in claim 1 is used in combination with plank sheathing, it is characterised in that the base
The both ends of plate are respectively equipped with the first impact portion and the second impact portion, and first impact portion is described with second impact portion
The both ends of substrate are respectively to clapboard side bending forming.
6. the connection component that Combined formwork as claimed in claim 1 is used in combination with plank sheathing, it is characterised in that described logical
The width of groove is more than the diameter of the nail and less than the diameter of the outside cap head.
7. the connection component that Combined formwork as claimed in claim 1 is used in combination with plank sheathing, it is characterised in that the circle
The diameter of shape through hole is greater than or equal to the diameter of the inner side cap head.
8. the connection component that Combined formwork as claimed in claim 1 is used in combination with plank sheathing, it is characterised in that there is institute
State and at least one tack holes hammered into for the nail on plank sheathing, institute are additionally provided with the panel of the first component of circular through hole
The diameter for stating tack holes is more than the diameter of the nail and less than the diameter of the inner side cap head.
9. such as the connection component that claim 1 to 8 any one of them Combined formwork is used in combination with plank sheathing, its feature exists
In the substrate is integrally formed with the clapboard.
10. the connection component that Combined formwork as claimed in claim 9 is used in combination with plank sheathing, it is characterised in that described
It is disposed with least one reinforcement groove in the plate face of first component, the length for strengthening groove extends perpendicularly to described the
The right angle folding line of one component.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016213498999 | 2016-12-09 | ||
| CN201621349899 | 2016-12-09 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207296406U true CN207296406U (en) | 2018-05-01 |
Family
ID=60228358
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710742139.7A Active CN107386644B (en) | 2016-12-09 | 2017-08-25 | Locking piece for assembling and disassembling combined type formwork and wood formwork and assembling and disassembling method |
| CN201721080206.5U Active CN207296406U (en) | 2016-12-09 | 2017-08-25 | The connection component that a kind of Combined formwork is used in combination with plank sheathing |
| CN201710741401.6A Active CN107476570B (en) | 2016-12-09 | 2017-08-25 | Connection component and mounting and dismounting method for Combined formwork and plank sheathing assembly and disassembly |
| CN201721079958.XU Active CN207296405U (en) | 2016-12-09 | 2017-08-25 | For Combined formwork and the locking member of plank sheathing assembly and disassembly |
| CN201710742219.2A Active CN107327136B (en) | 2016-12-09 | 2017-08-25 | A kind of installation that Combined formwork is used in combination with plank sheathing and method for dismounting |
| CN201721080012.5U Active CN207296416U (en) | 2016-12-09 | 2017-08-25 | For Combined formwork and the connection component of plank sheathing assembly and disassembly |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710742139.7A Active CN107386644B (en) | 2016-12-09 | 2017-08-25 | Locking piece for assembling and disassembling combined type formwork and wood formwork and assembling and disassembling method |
Family Applications After (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710741401.6A Active CN107476570B (en) | 2016-12-09 | 2017-08-25 | Connection component and mounting and dismounting method for Combined formwork and plank sheathing assembly and disassembly |
| CN201721079958.XU Active CN207296405U (en) | 2016-12-09 | 2017-08-25 | For Combined formwork and the locking member of plank sheathing assembly and disassembly |
| CN201710742219.2A Active CN107327136B (en) | 2016-12-09 | 2017-08-25 | A kind of installation that Combined formwork is used in combination with plank sheathing and method for dismounting |
| CN201721080012.5U Active CN207296416U (en) | 2016-12-09 | 2017-08-25 | For Combined formwork and the connection component of plank sheathing assembly and disassembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (6) | CN107386644B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
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|---|---|---|---|---|
| CN107386644B (en) * | 2016-12-09 | 2020-05-19 | 广州兢业建筑结构技术有限公司 | Locking piece for assembling and disassembling combined type formwork and wood formwork and assembling and disassembling method |
| CN109629828A (en) * | 2018-12-03 | 2019-04-16 | 筑梦高科建筑有限公司 | A kind of quick rigging mechanism of semi-solid-state shaping |
| CN111287454A (en) * | 2020-03-05 | 2020-06-16 | 上海建工集团股份有限公司 | Mold opening and closing device and using method thereof |
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2017
- 2017-08-25 CN CN201710742139.7A patent/CN107386644B/en active Active
- 2017-08-25 CN CN201721080206.5U patent/CN207296406U/en active Active
- 2017-08-25 CN CN201710741401.6A patent/CN107476570B/en active Active
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111941603A (en) * | 2020-07-23 | 2020-11-17 | 江苏东塔建筑科技有限公司 | Combined metal template structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107386644B (en) | 2020-05-19 |
| CN107476570A (en) | 2017-12-15 |
| CN107327136B (en) | 2019-05-24 |
| CN107476570B (en) | 2019-11-01 |
| CN107327136A (en) | 2017-11-07 |
| CN107386644A (en) | 2017-11-24 |
| CN207296416U (en) | 2018-05-01 |
| CN207296405U (en) | 2018-05-01 |
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