CN206599989U - The formwork erecting structure of shear wall - Google Patents
The formwork erecting structure of shear wall Download PDFInfo
- Publication number
- CN206599989U CN206599989U CN201720241549.9U CN201720241549U CN206599989U CN 206599989 U CN206599989 U CN 206599989U CN 201720241549 U CN201720241549 U CN 201720241549U CN 206599989 U CN206599989 U CN 206599989U
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- Prior art keywords
- template
- purlin
- hips
- chest
- waist
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- 238000009415 formwork Methods 0.000 title claims abstract description 26
- 238000005259 measurement Methods 0.000 claims abstract description 43
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 25
- 229910052782 aluminium Inorganic materials 0.000 claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000004411 aluminium Substances 0.000 claims description 12
- 238000007598 dipping method Methods 0.000 claims description 12
- 238000004080 punching Methods 0.000 claims description 11
- 238000005491 wire drawing Methods 0.000 claims description 10
- 238000003825 pressing Methods 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model is related to a kind of formwork erecting structure of shear wall, using in the first template, second template, gear sets first and encloses purlin respectively on the outside of 3rd template, second encloses purlin, measurements of the chest, waist and hips purlin, purlin and measurements of the chest, waist and hips purlin are enclosed by the way that the oblique junction for being located at the first template and the 3rd template of the first oblique pull screw mandrel is fastenedly connected into first, purlin and measurements of the chest, waist and hips purlin are enclosed by the way that the oblique junction for being located at the second template and the 3rd template of the second oblique pull screw mandrel is fastenedly connected into second, so that vertically disposed first template and the 3rd template, the firm connection in the corner of second template and the 3rd template, this connected mode effectively prevents the mould that rises of die plate corners, ensure the Forming Quality for pouring finished product concrete shear force wall, so as to which the connection method for solving existing template is not firm enough for the connection of die plate corners, the mould that easily rises causes the problem of concrete shear force wall quality is not good.
Description
Technical field
The utility model is related to building field, refers in particular to a kind of formwork erecting structure of shear wall.
Background technology
Building template is the important tool often used in construction, at present, with construction market new type formwork
Pattern increases, and big multi-template constitutes by sheet material and located at the frame of sheet material surrounding, sheet material as concreting template face,
The assembled connection that frame is used between sheet material, and the joining quality between frame is outstanding for the Forming Quality of concreting finished product
For key.For two templates being mutually connected vertically, the frame of its angle two is vertical setting, general to be carried out using angle steel
Connection, but to there is intensity weaker for such connected mode, it is easy to rise mould phenomenon, and then causes concrete shear force wall matter
Amount is not good.
Utility model content
The purpose of this utility model is that the defect for overcoming prior art, there is provided a kind of formwork erecting structure of shear wall, is solved
The connection method of existing template is not firm enough for the connection of die plate corners, and the mould that easily rises causes concrete shear force wall quality not
Good the problem of.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of formwork erecting structure of shear wall, including：
First template, includes the aluminum dipping form Slab element of multiple splicing connections；
The second template being oppositely arranged with first template, includes the punching block Slab element of multiple splicing connections：
Gear is located at the 3rd template of first template and the second template end, the 3rd template and described first
The casting space being formed with for pouring shear wall is enclosed inside template and second template；
Transverse gear first encloses purlin on the outside of first template；
Transverse gear second encloses purlin on the outside of second template；
Measurements of the chest, waist and hips purlin of the transverse gear on the outside of the 3rd template；
Through first template and second template to wire drawing bar, by it is described wire drawing bar is fastenedly connected it is described
First template, second template, described first enclose purlin and described second enclose purlin；
Obliquely through the described first the first oblique pull screw mandrel for enclosing purlin and the measurements of the chest, waist and hips purlin, the first oblique pull screw mandrel is oblique
Located at the junction of first template and the 3rd template, it is fastenedly connected described first by the first oblique pull screw mandrel and encloses
Purlin and the measurements of the chest, waist and hips purlin；And
Obliquely through the described second the second oblique pull screw mandrel for enclosing purlin and the measurements of the chest, waist and hips purlin, the second oblique pull screw mandrel is oblique
Located at the junction of second template and the 3rd template, it is fastenedly connected described second by the second oblique pull screw mandrel and encloses
Purlin and the measurements of the chest, waist and hips purlin.
The structure use on the outside of the first template, the second template, the 3rd template respectively gear set first and enclose purlin, second enclose
Purlin, measurements of the chest, waist and hips purlin, by the way that the oblique junction for being located at the first template and the 3rd template of the first oblique pull screw mandrel is fastenedly connected into first
Purlin and measurements of the chest, waist and hips purlin are enclosed, by the way that the oblique junction for being located at the second template and the 3rd template of the second oblique pull screw mandrel is fastenedly connected into
Two enclose purlin and measurements of the chest, waist and hips purlin, so that the corner of vertically disposed first template and the 3rd template, the second template and the 3rd template
Firm connection, this connected mode effectively prevents the mould that rises of die plate corners, ensures the shaping matter for pouring finished product concrete shear force wall
Amount.
The utility model shear wall formwork erecting structure further improvement is that,
Described first enclose purlin the first oblique pull screw mandrel corresponding with the lateral surface of the measurements of the chest, waist and hips purlin provided with the first dentation it is convex
Platform, the end of the first oblique pull screw mandrel passes through corresponding first dentation boss, is arranged the first block piece and first spiral shell that is screwed together
Mother, first block piece screws togather to push against to the first dentation boss so as to realize by first nut is fastenedly connected institute
State first and enclose purlin and the measurements of the chest, waist and hips purlin；
Described second enclose purlin the second oblique pull screw mandrel corresponding with the lateral surface of the measurements of the chest, waist and hips purlin provided with the second dentation it is convex
Platform, the end of the second oblique pull screw mandrel passes through corresponding second dentation boss, is arranged the second block piece and second spiral shell that is screwed together
Mother, second block piece screws togather to push against to the second dentation boss so as to realize by second nut is fastenedly connected institute
State second and enclose purlin and the measurements of the chest, waist and hips purlin.
The utility model shear wall formwork erecting structure further improvement is that,
The aluminium frame being surrounded by for connection of the aluminum dipping form Slab element；The confession that is surrounded by of the punching block Slab element connects
The steel frame connect；The connection frame being surrounded by for connection of 3rd modular unit；
The formwork erecting structure also includes first jiao of the connection angle located at first template and the 3rd template
Plate and the second gusset located at the connection angle of second template and the 3rd template, first gusset with it is corresponding
The aluminium frame and the connection frame are fitted, and are connected by fixture, second gusset with it is corresponding
The steel frame and the connection frame are fitted, and are connected by fixture.
The utility model shear wall formwork erecting structure further improvement is that,
First gusset is fixedly connected with the corresponding aluminium frame by pin, first gusset and corresponding institute
Connection frame is stated to be bolted to connection；
Second gusset is fixedly connected with the corresponding steel frame by pin, second gusset and corresponding institute
Connection frame is stated to be bolted to connection.
The utility model shear wall formwork erecting structure further improvement is that,
Provided with some groups laterally and the first vertical back cords, described first encloses purlin is fixedly arranged on described the to the aluminum dipping form Slab element
One back cord；
Provided with some groups laterally and the second vertical back cords, described second encloses purlin is fixedly arranged on described the to the punching block Slab element
Two back cords；
3rd template is fixedly arranged on the described 3rd provided with some groups of the 3rd horizontal and vertical back cords, the measurements of the chest, waist and hips purlin
Back cord.
Brief description of the drawings
Fig. 1 is the structural representation of the formwork erecting structure of the utility model shear wall.
Fig. 2 is the front view of the formwork erecting structure of the utility model shear wall.
Fig. 3 is the side view of the formwork erecting structure of the utility model shear wall.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the utility model provides a kind of formwork erecting structure of shear wall, using the first template, the second template,
Gear sets first and encloses purlin, second encloses purlin, measurements of the chest, waist and hips purlin respectively on the outside of 3rd template, by being located at the by the first oblique pull screw mandrel is oblique
The junction of one template and the 3rd template is fastenedly connected first and encloses purlin and measurements of the chest, waist and hips purlin, by being located at the second oblique pull screw mandrel is oblique
The junction of second template and the 3rd template is fastenedly connected second and encloses purlin and measurements of the chest, waist and hips purlin, so that vertically disposed first template
Connection is consolidated with the corner of the 3rd template, the second template and the 3rd template, the mould that rises of die plate corners is effectively prevented, guarantee, which is poured, to be built up
The Forming Quality of product concrete shear force wall, the connection method for solving existing template is not firm enough for the connection of die plate corners, holds
The mould that easily rises causes the problem of concrete shear force wall quality is not good.Below in conjunction with the accompanying drawings to the formwork erecting structure of the utility model shear wall
Illustrate.
As shown in Figure 1 to Figure 3, the formwork erecting structure of the utility model shear wall includes：First template 110, the second template
210, the 3rd template 310, first encloses purlin 112, and second encloses purlin 212, measurements of the chest, waist and hips purlin 312, to wire drawing bar 321, the first oblique pull screw mandrel
121, the second oblique pull screw mandrel 221, the first gusset 130, the second gusset 230.
Wherein, the first template 110 includes the aluminum dipping form Slab element of multiple splicing connections, if the back of the aluminum dipping form Slab element is provided with
The first horizontal and vertical back cord 111 of dry group, the aluminum dipping form Slab element is surrounded by aluminium frame 113 for connection.Aluminium frame
113 preferred thickness are 5mm.
Preferably, the first template 110 is calibrated bolck, splices aluminum dipping form Slab element using pin 131, pin when form removal
131 remove just dismountable first template 110, are connected using pin and install and remove to facilitate.
First encloses the transverse gear of purlin 112 located at the outside of the first template 110, and is fixedly arranged on the first back cord 111.
Second template 210 is oppositely arranged with the first template 110, and the second template 210 includes the steel form of multiple splicing connections
Unit, punching block Slab element is surrounded by for connection provided with some groups of the second horizontal and vertical back cords 211, punching block Slab element
Steel frame 213.The preferred thickness of steel frame 213 is 5mm.
Preferably, the second template 210 is integral hoisting, splices punching block Slab element using bolt 231, is not required to when form removal
Fritter is splitted into, is connected with increasing fixed intensity.
Second encloses the transverse gear of purlin 212 located at the outside of the second template 210, and is fixedly arranged on the second back cord 211.
3rd template 310 gear is located at the first template 110 and the end of the second template 210, the 3rd template 310 and the first template
110 and second enclose the casting space being formed with for pouring shear wall inside template 210, and the 3rd template 310 is horizontal provided with some groups
To with the 3rd vertical back cord 311, the 3rd template 310 is surrounded by connection frame 313 for connection.Connect frame 313 excellent
It is 5mm to select thickness.
The transverse gear of measurements of the chest, waist and hips purlin 312 is fixedly arranged on the 3rd back cord 311 located at the outside of the 3rd template 310.
Aluminum dipping form Slab element is provided with some groups of the first horizontal and vertical back cords 111, and first, which encloses purlin 112, is fixedly arranged on the first back cord
111；Punching block Slab element is provided with some groups of the second horizontal and vertical back cords 211, and second, which encloses purlin 212, is fixedly arranged on the second back cord 211；
3rd template is fixedly arranged on the 3rd back cord 311 provided with some groups of the 3rd horizontal and vertical back cords 311, measurements of the chest, waist and hips purlin 312.
First template 110 and the second template 210 are run through to wire drawing bar 321, by being fastenedly connected the first mould to wire drawing bar 321
Plate 110, the second template 210, first enclose purlin 112 and second enclose purlin 212.It is preferably A20mm screw mandrels to wire drawing bar 321.
Purlin 112 and second is enclosed through corresponding first to the end of wire drawing bar 321 and encloses purlin 212, third gear part 322 is arranged simultaneously
Be screwed together the 3rd nut, and third gear part 322 screws togather pushing and pressing by the 3rd nut and encloses purlin 112 or the second to first and enclose purlin 212
It is upper to enclose purlin 212 so as to realize to be fastenedly connected first and enclose purlin 112 and second.
First oblique pull screw mandrel 121 encloses purlin 112 and measurements of the chest, waist and hips purlin 312 obliquely through first, and the first oblique pull screw mandrel 121 is oblique to be set
In the junction of the first template 110 and the 3rd template 310, it is fastenedly connected first by the first oblique pull screw mandrel 121 and encloses purlin 112 and
Measurements of the chest, waist and hips purlin 312.First oblique pull screw mandrel 121 is preferably A20mm screw mandrels.
First encloses the first oblique pull screw mandrel 121 corresponding with the lateral surface of measurements of the chest, waist and hips purlin 312 of purlin 112 provided with the first dentation boss
1121, the end of the first oblique pull screw mandrel 121 passes through corresponding first dentation boss 1121, is arranged the first block piece 122 and the company of screwing togather
The first nut is connect, the first block piece 122 screws togather pushing and pressing to the first dentation boss 1121 to realize fastening by first nut
Purlin 112 and measurements of the chest, waist and hips purlin 312 are enclosed in connection first.
Second oblique pull screw mandrel 221 encloses purlin 212 and measurements of the chest, waist and hips purlin 312 obliquely through second, and the second oblique pull screw mandrel 221 is oblique to be set
In the junction of the second template 210 and the 3rd template 310, it is fastenedly connected second by the second oblique pull screw mandrel 221 and encloses purlin 212 and
Measurements of the chest, waist and hips purlin 312.Second oblique pull screw mandrel 221 is preferably A20mm screw mandrels.
Second encloses the second oblique pull screw mandrel 221 corresponding with the lateral surface of measurements of the chest, waist and hips purlin 312 of purlin 212 provided with the second dentation boss
2121, the end of the second oblique pull screw mandrel 221 passes through corresponding second dentation boss 2121, is arranged the second block piece 222 and the company of screwing togather
The second nut is connect, the second block piece 222 screws togather pushing and pressing to the second dentation boss 2121 to realize fastening by second nut
Purlin 212 and measurements of the chest, waist and hips purlin 312 are enclosed in connection second.
First gusset 130 is located at the connection angle of the first template 110 and the 3rd template 310, and the second gusset 230 is located at the
The connection angle of two templates 210 and the 3rd template 310, the first gusset 130 and corresponding aluminium frame 113 and connection frame 313
It is fitted, and is connected by fixture, the second gusset 230 is affixed with corresponding steel frame 213 and connection frame 313
Close and set, and be connected by fixture.First gusset 130 and the second gusset 230 are preferably the aluminum corner brace that width is 10cm.
Offered on aluminium frame 113, steel frame 213, connection frame 313, the first gusset 130 and the second gusset 230
Connecting hole, a pair of corresponding connecting holes that fixture is arranged on the face of fitting, to realize the first gusset 130 and corresponding aluminium
Frame 113 and connection frame 313 are fixedly connected and the second gusset 230 and corresponding steel frame 213 and connect consolidating for frame 313
Fixed connection.Connecting hole preferably a diameter of 2cm, spacing is 20cm.
First gusset 130 is fixedly connected with corresponding aluminium frame 113 by pin 131, the first gusset 130 and corresponding company
Edge fit frame 313 is fixedly connected by bolt 231；Second gusset 230 is fixedly connected with corresponding steel frame 213 by pin 131,
Second gusset 230 is fixedly connected with corresponding connection frame 313 by bolt 231.
Using the formwork erecting structure of the utility model shear wall, firstly, since multiple change can occur for shear wall, column section,
Therefore before Deepen Design, the number of times of the size of change, change is taken into account, the master die of change interface dimensions is prefabricated into
Plate, i.e. the 3rd template 310.This example is change 3 times, changes 10cm every time, therefore the 3rd template length is 10cm.Then,
The template length and width needed according to construction, it is determined that the size of the second template 210 and the first template 110 the need for and
The quantity of pin, bolt.Finally, installation form and attachment structure, start construction.When concrete shear force wall variable cross-section, then root
According to need remove the template 310 of monolithic the 3rd.
The formwork erecting structure of the utility model shear wall is using beyond traditional frame template connected mode, also using the
One template, the second template, on the outside of the 3rd template on respectively gear set first and enclose purlin, second enclose purlin, measurements of the chest, waist and hips purlin, by oblique by first
Wire drawing bar is oblique to be located at the junction of the first template and the 3rd template and is fastenedly connected first and encloses purlin and measurements of the chest, waist and hips purlin by by second
Oblique pull screw mandrel is oblique to be located at the junction of the second template and the 3rd template and is fastenedly connected second and encloses purlin and measurements of the chest, waist and hips purlin so that hanging down
The firm connection of the first template directly set and the corner of the 3rd template, the second template and the 3rd template, this connected mode is effective
The mould that rises of die plate corners is prevented, the Forming Quality for pouring finished product concrete shear force wall is ensured.Also, due to consideration that shearing wall column
Multiple change can occur for section, and the master die plate of prefabricated change interface dimensions, i.e. the 3rd template 310 has template more preferable
Flexibility.In addition, the bolt of enhancing fixing intensity is respectively suitable for the second template of integral hoisting with the pin for being easy to remove
210 and the first template of calibrated bolck 110, whole attachment structure is easily installed and is dismantled, simple to operate, time and labour saving, can do
To punching block Slab element and aluminum dipping form Slab element is quick and be firmly attached, construction speed is improved, construction cost is reduced.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the utility model regard the scope defined using appended claims as protection domain of the present utility model.
Claims (5)
1. a kind of formwork erecting structure of shear wall, it is characterised in that including：
First template, includes the aluminum dipping form Slab element of multiple splicing connections；
The second template being oppositely arranged with first template, includes the punching block Slab element of multiple splicing connections；
Gear is located at first template and the 3rd template of the second template end, the 3rd template and first template
The casting space that confession pours shear wall is formed with being enclosed inside second template；
Transverse gear first encloses purlin on the outside of first template；
Transverse gear second encloses purlin on the outside of second template；
Measurements of the chest, waist and hips purlin of the transverse gear on the outside of the 3rd template；
Through first template and second template to wire drawing bar, described first is fastenedly connected to wire drawing bar by described
Template, second template, described first enclose purlin and described second enclose purlin；
Obliquely through the described first the first oblique pull screw mandrel for enclosing purlin and the measurements of the chest, waist and hips purlin, the first oblique pull screw mandrel is oblique to be located at
The junction of first template and the 3rd template, by the first oblique pull screw mandrel be fastenedly connected described first enclose purlin and
The measurements of the chest, waist and hips purlin；And
Obliquely through the described second the second oblique pull screw mandrel for enclosing purlin and the measurements of the chest, waist and hips purlin, the second oblique pull screw mandrel is oblique to be located at
The junction of second template and the 3rd template, by the second oblique pull screw mandrel be fastenedly connected described second enclose purlin and
The measurements of the chest, waist and hips purlin.
2. the formwork erecting structure of shear wall as claimed in claim 1, it is characterised in that
Described first encloses purlin the first oblique pull screw mandrel corresponding with the lateral surface of the measurements of the chest, waist and hips purlin provided with the first dentation boss, institute
The end for stating the first oblique pull screw mandrel passes through corresponding first dentation boss, is arranged the first block piece and first nut that is screwed together, institute
State the first block piece and pushing and pressing are screwed togather to being fastenedly connected described the so as to realize on the first dentation boss by first nut
One encloses purlin and the measurements of the chest, waist and hips purlin；
Described second encloses purlin the second oblique pull screw mandrel corresponding with the lateral surface of the measurements of the chest, waist and hips purlin provided with the second dentation boss, institute
The end for stating the second oblique pull screw mandrel passes through corresponding second dentation boss, is arranged the second block piece and second nut that is screwed together, institute
State the second block piece and pushing and pressing are screwed togather to being fastenedly connected described the so as to realize on the second dentation boss by second nut
Two enclose purlin and the measurements of the chest, waist and hips purlin.
3. the formwork erecting structure of shear wall as claimed in claim 1, it is characterised in that
The aluminium frame being surrounded by for connection of the aluminum dipping form Slab element；The punching block Slab element is surrounded by for connection
Steel frame；The connection frame being surrounded by for connection of 3rd modular unit；
The formwork erecting structure also include located at the connection angle of first template and the 3rd template the first gusset and
The second gusset located at the connection angle of second template and the 3rd template, first gusset with it is corresponding described
Aluminium frame and the connection frame are fitted, and are connected by fixture, second gusset with it is corresponding described
Steel frame and the connection frame are fitted, and are connected by fixture.
4. the formwork erecting structure of shear wall as claimed in claim 3, it is characterised in that
First gusset is fixedly connected with the corresponding aluminium frame by pin, first gusset and the corresponding company
Edge fit frame is bolted to connection；
Second gusset is fixedly connected with the corresponding steel frame by pin, second gusset and the corresponding company
Edge fit frame is bolted to connection.
5. the formwork erecting structure of shear wall as claimed in claim 1, it is characterised in that
The aluminum dipping form Slab element is provided with some groups of the first horizontal and vertical back cords, and described first, which encloses purlin, is fixedly arranged on first back of the body
It is stupefied；
The punching block Slab element is provided with some groups of the second horizontal and vertical back cords, and described second, which encloses purlin, is fixedly arranged on second back of the body
It is stupefied；
3rd template is fixedly arranged on the 3rd back of the body provided with some groups of the 3rd horizontal and vertical back cords, the measurements of the chest, waist and hips purlin
It is stupefied.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720241549.9U CN206599989U (en) | 2017-03-14 | 2017-03-14 | The formwork erecting structure of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720241549.9U CN206599989U (en) | 2017-03-14 | 2017-03-14 | The formwork erecting structure of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206599989U true CN206599989U (en) | 2017-10-31 |
Family
ID=60148105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720241549.9U Expired - Fee Related CN206599989U (en) | 2017-03-14 | 2017-03-14 | The formwork erecting structure of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206599989U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926857A (en) * | 2020-07-20 | 2020-11-13 | 鞍山三冶建筑工程有限公司 | Template for construction joint of pipe gallery wall and construction method |
| CN112538967A (en) * | 2020-12-17 | 2021-03-23 | 中国建筑第七工程局有限公司 | Shear wall template is to drawing connecting piece and template reinforced structure thereof |
-
2017
- 2017-03-14 CN CN201720241549.9U patent/CN206599989U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926857A (en) * | 2020-07-20 | 2020-11-13 | 鞍山三冶建筑工程有限公司 | Template for construction joint of pipe gallery wall and construction method |
| CN111926857B (en) * | 2020-07-20 | 2022-03-15 | 鞍山三冶建筑工程有限公司 | Template for construction joint of pipe gallery wall and construction method |
| CN112538967A (en) * | 2020-12-17 | 2021-03-23 | 中国建筑第七工程局有限公司 | Shear wall template is to drawing connecting piece and template reinforced structure thereof |
| CN112538967B (en) * | 2020-12-17 | 2022-05-17 | 中国建筑第七工程局有限公司 | Shear wall template is to drawing connecting piece and template reinforced structure thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171031 |
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| CF01 | Termination of patent right due to non-payment of annual fee |