CN106760489A - A kind of attachment means for connecting shear wall formwork, template and shear wall formwork - Google Patents
A kind of attachment means for connecting shear wall formwork, template and shear wall formwork Download PDFInfo
- Publication number
- CN106760489A CN106760489A CN201710175135.5A CN201710175135A CN106760489A CN 106760489 A CN106760489 A CN 106760489A CN 201710175135 A CN201710175135 A CN 201710175135A CN 106760489 A CN106760489 A CN 106760489A
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- template
- groove profile
- attachment means
- web
- shear wall
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- 238000009415 formwork Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000010030 laminating Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
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)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of attachment means for connecting shear wall formwork, template and shear wall formwork, described attachment means it include a resilient U-shaped part of tool, the bolt of two side wall is provided through on described U-shaped part, described bolts and nuts coordinate;And the link position of described bolt is higher than the web top of groove profile template to be connected;Specifically, when being attached to two groove profile templates, U-shaped part top nut is unclamped, the openend of U-shaped part is plugged on two connected webs of groove profile template, then nut is tightened again, because U-shaped part has elasticity, by the pretension of screw bolt and nut, two firm connections of groove profile template are realized.When being dismounted to two groove profile templates, it is only necessary to which nut is unscrewed, then because U-shaped part has elasticity, therefore its openend is voluntarily unclamped, and takes away the U-shaped part of elasticity, and two templates are that dismounting is finished.
Description
Technical field
The present invention relates to the device that a kind of building field is used, a kind of company for connecting shear wall formwork is specifically related to
The shear wall formwork of connection device, template and composition.
Background technology
At present, the template for being mostly used in structure shear wall is rectangular configuration, and the connected mode between it is:Two rectangles
It is attached by a connecting plate and iron nail between template, therefore, in splicing, it is necessary to iron nail is pinned in rectangle template,
And, it is necessary to transfer to iron nail, repetition nail pulling, template is easily damaged, versatility is poor when dismounting.
The template of some bathtub constructions is there is also in the prior art, this kind of template is bolted between attached master plate and is existed
, it is necessary to after by the screw center alignment of two neighboring template during connection, then it is bolted, therefore than relatively time-consuming during connection;
And in dismounting, it is necessary to the nut coordinated with bolt is screwed down completely after, two templates could be completed take apart, therefore,
It is relatively time-consuming;And inner corner trim part is difficult to vertical connection, with following process backboard contradiction, reinforcing postorder can not be carried out.
In addition, positioned at the shear wall bottom template on ground not usually, installation difficulty causes the top of the template of the bottom
Portion not in the same horizontal line, therefore, bring difficulty to follow-up installation.
The content of the invention
In order to solve technical problem present in prior art, the invention discloses a kind of new shear wall formwork connection
Device and the shear wall formwork constituted using the attachment means;Groove profile template in the present invention includes the groove on conventional meaning
Template, also includes and is provided with the structure that the raised edge of a wing is formed in the both sides of rectangular slab.
The technical solution adopted by the present invention is as follows:
A kind of attachment means for connecting shear wall groove profile template, including first fitted with the first groove profile template web
Clamping part and the second clamping part fitted with the second groove profile template web, the first described clamping part and second clamping part pass through
Force application part is realized to two connections of groove profile template web after being exerted a force to it.
Further, the attachment means for connecting shear wall groove profile template, it includes that a tool is resilient U-shaped
Part, is provided through the bolt of two side wall on described U-shaped part, and described bolts and nuts coordinate;And described bolt
Link position higher than groove profile template to be connected web top;Or it is scarce directly through the web of described groove profile template
Mouthful.
Further, an inside sidewalls in U-shaped part are provided with wedge-shaped fastener, and another side wall is provided with and wedge-shaped fastener
The hole of cooperation or groove.
Further, the described attachment means for connecting shear wall groove profile template, it includes two grip blocks, two
Individual grip block top is connected by elastic component, forms one similar to U-shaped structure, is provided with two grip blocks and is horizontally through
The bolt of two grip blocks, described bolts and nuts coordinate;And the link position of described bolt is higher than groove profile mould to be connected
The web top of plate;Or directly through the web breach of groove profile template.
Further, wedge-shaped fastener is provided with the inside of a grip block wherein, another grip block is provided with and wedge shape
Hole or groove that fastener coordinates.
Further, the hole or groove coordinated with fastener are provided with two described grip blocks.
Further, an arrangement for adjusting height, further, described height are provided with the outside of described attachment means
Degree adjusting means includes the screw rod of a nut being fixed in attachment means and and nut screw connection.
Further, it is equipped with fastener on the inside of two described grip blocks.
It is a flute profile template, described the invention also discloses a kind of template coordinated with described attachment means
Template is provided with the breach passed through for bolt and the hole passed through for fastener.
It is a flute profile template, described the invention also discloses a kind of template coordinated with described attachment means
Template is provided with the breach passed through for bolt and the fastener coordinated with described hole or groove.
It is a flute profile template, described the invention also discloses a kind of template coordinated with described attachment means
Template is provided with the breach and the hole with described fastener cooperation or groove passed through for bolt.
A kind of shear wall formwork, including multiple groove profile templates, by connection recited above between adjacent groove profile template
Device is connected;And top of the position higher than the web of groove profile template that part bolt is passed through, groove profile of the part bolt described in
Template web breach.
Further, the hole for being passed through for wedge-shaped fastener is provided with the web of described groove profile template.
Further, described shear wall, in the attachment means of multiple groove profile templates of its bottom, at least two
Individual attachment means are provided with arrangement for adjusting height;
Further, the inner corner trim of described shear wall is connected with groove profile template and is formed by L-type template, U-steel, groove profile
One web of steel is connected by bolt with top board, and another web passes through the web phase of attachment means and groove profile die head
Even.
Further, described shear wall is connected with top board link position by U-steel, positioned at the shear wall of top
Web also is provided with the top of groove profile template, a web of U-steel is connected by bolt with top board, another web is by connecting
Connection device is connected with the web of groove profile die head.
Beneficial effects of the present invention are as follows:
1. the present invention realizes the connection between adjacent forms by a U-shaped part for simple elasticity;In peace installation and dismantling
During dress, U-shaped part top nut is unclamped, the openend of U-shaped part is plugged on two connected webs of groove profile template, then twists again
Tight nut, because U-shaped part has elasticity, by the pretension of screw bolt and nut, realizes two firm connections of groove profile template, and
By the cooperation in hole on wedge-shaped fastener and groove profile template, connection is further reinforced;When being dismounted to two groove profile templates, only
Need to unscrew on nut, wedge-shaped fastener is automatic out;Then because U-shaped part has elasticity, therefore its openend is voluntarily unclamped, and is taken
The U-shaped part of elasticity is opened, two templates are that dismounting is finished;Relative in the prior art, eliminating device to hole link, and bolt is being installed
During with dismounting, without screwing down completely, it is only necessary to stubborn partial threads, therefore the time of operative, operation side are saved
Just.
Whole to install with disassembly process, U-shaped part and bolts and nuts are one all the time, are convenient for carrying.
2. nut, described nut and are fixed with the groove profile template of its bottom in the shear wall in the present invention
The individual screw rod being vertically arranged coordinates;The height for realizing bottom template by turn screw rod is adjusted, and then adapts to different height
Earth construction.
3. inner corner trim part and shear wall in the present invention is connected with top coupling portion using L-type template and groove profile template
Connect, it is easy to operate.
4. invention increases the versatility of flute profile template, simplify different walls with mold process sequence, saved it is die-filling and
The time of form removal, and then cost is reduced, die plate is few, improves construction quality and (is mainly not easy spillage, surface is put down
It is whole), accelerate project progress.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are the present invention
Some embodiments, for those of ordinary skill in the art, on the premise of not paying creative work, can also basis
These accompanying drawings obtain other accompanying drawings.
The U-shaped parts of Fig. 1 connect four schematic diagrames of groove profile template;
The structure chart of the U-shaped parts of Fig. 2;
The structure chart of the U-shaped parts of Fig. 3;
The structure chart of the U-shaped parts of Fig. 4;
Fig. 5 is located at the structure chart of the inner corner trim coupling part of shear wall bottom;
Fig. 6 is located at the structure chart of the shear wall inner corner trim coupling part of center section;
Fig. 7 top boards and the attachment structure figure of shear wall part;
Another structure of Fig. 8 groove profile templates;
Another structure of Fig. 9 groove profile templates.
In figure:1 first groove profile template, 2 second groove profile templates, 3 groove-shaped templates, 4 the 4th flute profile templates, 5U type parts, 6
Leaf spring, 7 bolts, 8 fasteners, 9 top boards, 10 springs, 11 channels, 12 channels, 13 breach.
Specific embodiment
It is noted that described further below is all exemplary, it is intended to provide further instruction to the application.Unless another
Indicate, all technologies used herein and scientific terminology are with usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singulative
Be also intended to include plural form, additionally, it should be understood that, when in this manual use term "comprising" and/or " bag
Include " when, it indicates existing characteristics, step, operation, device, component and/or combinations thereof.
As background technology is introduced, template of the prior art has that dismounting is inconvenient, in order to solve such as
On technical problem, present applicant proposes a kind of attachment means and shear wall structure for connecting shear wall groove profile template.
Name Resolution, the groove type plate in the present invention includes the groove type plate on conventional meaning, also includes in rectangular slab
Both sides are provided with the structure (such as Fig. 9) that the raised edge of a wing is formed.
The circular sliding slopes part of U-shaped part, can be modified as linear in the present invention.
Embodiment 1
In a kind of typical implementation method of the application, as shown in Figure 1 and Figure 2, there is provided one kind is for connecting shearing wall chase
The attachment means of pattern plate, including a U-shaped part 5 for elasticity, U-shaped part 5 are an integral structure;On described U-shaped part 5
The bolt of two side wall is provided through, described bolts and nuts coordinate.
The material of U-shaped connector 5 can be steel, or glue, as long as with certain intensity.
In the longitudinal direction, its length can be less than the length of single groove profile template web to two side walls of U-shaped connector, this
Planting connected mode is, a U-shaped connector connects two groove profile templates;As shown in Figure 1.
Two side walls of U-shaped connector can also be more than or equal to the length of single groove profile template web in the longitudinal direction
Degree, when the web length equal to single groove profile template or the web length more than single groove profile template but is less than two groove profiles
During template web length, it is used to connect four templates.
When two side walls of U-shaped connector when continuing to extend in the longitudinal direction, a U-shaped connector can connect four
Template above.
Further, an inside sidewalls in U-shaped part are provided with wedge-shaped fastener 8, and another side wall is provided with and wedge-shaped card
The hole that part coordinates.
Wedge-shaped fastener can be solid, or hollow.
Embodiment 2
As shown in Figure 3, Figure 4, in a kind of typical implementation method of the application, as shown in Figure 3, there is provided one kind is for connecting
The attachment means of shear wall groove profile template, including the first grip block and the second grip block are connect, in the first described grip block and
The top of two grip blocks is connected by elastic component, and its bolt is provided through on the first described grip block 7 and the second grip block 7
9, described bolt 9 and nut screw connection.
Described elastic component can be two multiple springs in a leaf spring 6 or Fig. 4.
When using, the first grip block is placed on a groove profile template web side, another grip block is placed on another
The opposite side of individual grip block, is connected between two grip blocks by bolt 7.
Further, wedge-shaped fastener is provided with the inside of a grip block wherein, another grip block is provided with and wedge shape
The hole that fastener coordinates;During installation, then wedge-shaped fastener is installed on the wedge-shaped card of another grip block through the hole in two templates
In part hole, the further connection to template is realized.
Or, it is equipped with fastener on two grip blocks;Providing holes or groove in flute profile template;
Or, it is equipped with hole or groove on two grip blocks;Fastener is set in flute profile template.
Wedge-shaped fastener can be solid, or hollow.
Or wedge-shaped fastener is arranged on two flute profile templates and obtains on web, grip block upper shed, both cooperate.
Further, it is provided with an arrangement for adjusting height in the outside of described attachment means.Arrangement for adjusting height includes
The screw rod of one nut being fixed in attachment means and one and nut screw connection, it is specific as shown in Figure 3.
Device in embodiment 1,2 is applied to the connection of groove profile template, and the constituted mode of the groove profile template in the application has
Many kinds, for example:Can increase by two angle steel in the both sides of existing rectangle template to form groove profile template, such as existing
The top surface both sides of rectangle plank sheathing fix two angle steel, form trench structure;Or in processing, the one for directly being formed
The groove profile formwork structure of formula.
Additionally, the material of groove profile template can be wooden, aluminium alloy, glue, etc.;As long as satisfaction is groove profile
Structure and bonding strength.
Specifically, using the structure chart of the connector link slot pattern plate as shown in figure 1, to two groove profiles in the invention
When template 1,2 is attached, the top nut of U-shaped part 5 is unclamped, the openend of U-shaped part is plugged on two connected groove profile templates
Web on, nut is then tightened again, due to U-shaped part have elasticity, by the pretension of screw bolt and nut, realize two groove profiles
The firm connection of template 1,2.
When being dismounted to two groove profile templates, it is only necessary to which nut is unscrewed, then because U-shaped part has elasticity, because
This its openend is voluntarily unclamped, and takes away the U-shaped part of elasticity, and two templates are that dismounting is finished;
Whole to install with disassembly process, U-shaped part and bolts and nuts are one all the time, are convenient for carrying.
Further, shear wall bottom includes multiple groove profile templates and is connected, and nut and screw rod for adjusting height can
To be only arranged in several templates therein;Of course for further regulation, it is also possible to be respectively mounted in each template
Nut and screw rod, specific quantity are unrestricted.
Additionally, fixed form of the nut in template is also unrestricted, can be directly welded in template, it is also possible to pass through
One connector is arranged in template, and its installation site is also unrestricted, specific as follows:
When the structure of groove profile template is a plank sheathing and the two groove profile moulds of angle steel formation of both sides increase in plank sheathing
During plate;Described nut can be directly welded on angle steel, it is also possible to be arranged on plank sheathing by connector.
When the structure of groove profile template groove profile template integrally formed for aluminum alloy materials, described nut can be straight
Connect and be welded on the base plate of groove profile template.
Template in the present invention includes two kinds:A kind of is common flute profile template, opens up scarce on the web of flute profile template
Mouth and the hole passed through for wedge-shaped fastener;
Another kind is:The both sides of square template set the edge of a wing, the described edge of a wing and the male cooperation being arranged on connector, such as
Connector shown in Fig. 3.
Additionally, such as the invention also discloses a kind of shear wall formwork, the shear wall includes multiple groove profile templates, in Fig. 1
The first described groove profile template 1, the groove-shaped template 3 of the second groove profile template 2,3, the 4th flute profile template 4;Adjacent groove profile template
Between by attachment means recited above be connected;Connected by the U-shaped part 5 of elasticity, be provided with described U-shaped part 5 and worn
The bolt 7 of two side wall is crossed, described bolts and nuts coordinate;The openend of U-shaped part is plugged on two connected groove profile moulds
On the web of plate, nut is tightened, realize connection.The position that described bolt is passed through higher than groove profile template web top or
Web directly through groove profile template is good;Or part screw, through the web breach 13 of groove profile template, part screw is not
Through the web of groove profile template.
Adjacent slot pattern plate recited above include it is horizontally adjacent and vertically-adjacent, the adjacent groove profile template of vertical direction it
Between be connected also by U-shaped part 5, U-shaped part 5 is arranged on the connected position of two webs;It is specific as shown in figure 4,
Further, the hole for being passed through for wedge-shaped fastener, and and bolt are provided with the web of described groove profile template
The breach 13 of cooperation.
Further, described shear wall, in the attachment means of multiple groove profile templates of its bottom, at least two
Individual attachment means are provided with arrangement for adjusting height;
Further, the inner corner trim of described shear wall is connected with groove profile template and is formed by L-type template, groove profile part 11, groove
One web of type part 11 is connected by bolt with top board, and another web is by attachment means and the web of groove profile die head
It is connected.
The invention also discloses a kind of shear wall and top board connected mode, as shown in fig. 7, the top board 9 in the present invention passes through
Groove profile part 12 is connected with shear wall formwork, and web also is provided with the top of the shear wall groove profile template of top, U-steel
One web is connected by bolt with top board, and another web is connected by attachment means with the web of groove profile die head.
As can be seen from the above description, the application the above embodiments realize following technique effect:
1. the present invention realizes the connection between adjacent forms by a U-shaped part for simple elasticity;In peace installation and dismantling
During dress, U-shaped part top nut is unclamped, the openend of U-shaped part is plugged on two connected webs of groove profile template, then twists again
Tight nut, because U-shaped part has elasticity, by the pretension of screw bolt and nut, realizes two firm connections of groove profile template;
When being dismounted to two groove profile templates, it is only necessary to unscrew nut, then because U-shaped part has elasticity, therefore its openend
Voluntarily unclamp, take away the U-shaped part of elasticity, two templates are that dismounting is finished;Relative in the prior art, eliminating device to hole link,
And bolt is in installation and removal, without screwing down completely, it is only necessary to twist partial threads, therefore saved operative's
It is time, easy to operate.
2. nut, described nut and are fixed with the groove profile template of its bottom in the shear wall in the present invention
The individual screw rod being vertically arranged coordinates;The height for realizing bottom template by turn screw rod is adjusted, and then adapts to different height
Earth construction.
Although above-mentioned be described with reference to accompanying drawing to specific embodiment of the invention, not to present invention protection model
The limitation enclosed, one of ordinary skill in the art should be understood that on the basis of technical scheme those skilled in the art are not
Need the various modifications made by paying creative work or deformation still within protection scope of the present invention.
Claims (11)
1. a kind of attachment means for connecting shear wall groove profile template, it is characterised in that including with the first groove profile template web
First clamping part and the second clamping part for being fitted with the second groove profile template web of laminating, the first described clamping part and second
Clamping part is realized to two connections of groove profile template web after being exerted a force to it by force application part.
2. a kind of attachment means for connecting shear wall groove profile template as claimed in claim 1, it is characterised in that it is
Individual tool is resilient similar to U-shaped U-shaped part, and the bolt of two side wall, described spiral shell are provided through on described U-shaped part
Bolt and nut screw connection.
3. a kind of attachment means for connecting shear wall groove profile template as claimed in claim 2, it is characterised in that described
U-shaped part includes two grip blocks, is connected by elastic component at the top of two grip blocks.
4. a kind of attachment means for connecting shear wall groove profile template as described in claim 3 or 4, it is characterised in that
Fastener is provided with the inside of one of grip block, another grip block is provided with the hole or groove coordinated with fastener.
5. a kind of attachment means for connecting shear wall groove profile template as described in claim 3 or 4, it is characterised in that
Two described grip blocks are provided with the hole or groove coordinated with fastener.
6. a kind of attachment means for connecting shear wall groove profile template as described in claim 3 or 4, it is characterised in that
Fastener is equipped with the inside of two described grip blocks.
7. a kind of attachment means for connecting shear wall groove profile template as described in claim 1-6 is any, it is characterised in that
An arrangement for adjusting height is provided with the outside of described attachment means, further, described arrangement for adjusting height includes one
The screw rod of the individual nut being fixed in attachment means and one and nut screw connection.
8. the template that a kind of described attachment means any with claim 4 coordinate, it is characterised in that be a flute profile template,
The breach passed through for bolt and the hole passed through for fastener are provided with the web of described template.
9. the template that a kind of described attachment means any with claim 5 coordinate, it is characterised in that be a flute profile template,
The breach passed through for bolt and the fastener coordinated with described hole or groove are provided with the web of described template.
10. the template that a kind of described attachment means any with claim 6 coordinate, it is characterised in that be a flute profile template,
The breach and the hole with described fastener cooperation or groove passed through for bolt are provided with the web of described template.
11. a kind of shear wall formworks, it is characterised in that including the template as described in claim 8-10 is any, adjacent template
Between be connected by any described attachment means of claim 1-7;And the position that part bolt is passed through is higher than groove profile template
The top of web, breach of the part bolt through described groove profile template;
Further, in the attachment means of multiple groove profile templates of its bottom, at least two attachment means are provided with
Arrangement for adjusting height;
Further, the inner corner trim of described shear wall is connected with groove profile template and is formed by L-type template, U-steel, U-steel
One web is connected by bolt with top board, and another web is connected by attachment means with the web of groove profile die head;
Further, described shear wall is connected with top board link position by U-steel, positioned at the shear wall groove profile of top
Web also is provided with the top of template, a web of U-steel is connected by bolt with top board, another web is filled by connecting
Put and be connected with the web of groove profile die head.
Priority Applications (1)
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CN201710175135.5A CN106760489A (en) | 2017-03-22 | 2017-03-22 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
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CN201710175135.5A CN106760489A (en) | 2017-03-22 | 2017-03-22 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114215112A (en) * | 2021-12-06 | 2022-03-22 | 天津一冶建设工程有限公司 | Waterproof protection device for outer wall of pipe gallery and construction method thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102287046A (en) * | 2011-06-24 | 2011-12-21 | 吴方伯 | Building template |
CN203256551U (en) * | 2013-05-14 | 2013-10-30 | 河北中房钢结构有限公司 | Double-block type ballastless track framed bent device |
CN103485536A (en) * | 2013-09-22 | 2014-01-01 | 重庆一建建设集团有限公司 | Shear wall large template reinforcing structure |
CN205348779U (en) * | 2015-12-31 | 2016-06-29 | 云南建工建材科技有限责任公司 | Building templates inter -plate anchor clamps |
CN205688801U (en) * | 2016-04-27 | 2016-11-16 | 陈长英 | A kind of template clamp |
CN206646805U (en) * | 2017-03-22 | 2017-11-17 | 谭猛益 | A kind of attachment means, template and shear wall formwork for being used to connect shear wall formwork |
-
2017
- 2017-03-22 CN CN201710175135.5A patent/CN106760489A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102287046A (en) * | 2011-06-24 | 2011-12-21 | 吴方伯 | Building template |
CN203256551U (en) * | 2013-05-14 | 2013-10-30 | 河北中房钢结构有限公司 | Double-block type ballastless track framed bent device |
CN103485536A (en) * | 2013-09-22 | 2014-01-01 | 重庆一建建设集团有限公司 | Shear wall large template reinforcing structure |
CN205348779U (en) * | 2015-12-31 | 2016-06-29 | 云南建工建材科技有限责任公司 | Building templates inter -plate anchor clamps |
CN205688801U (en) * | 2016-04-27 | 2016-11-16 | 陈长英 | A kind of template clamp |
CN206646805U (en) * | 2017-03-22 | 2017-11-17 | 谭猛益 | A kind of attachment means, template and shear wall formwork for being used to connect shear wall formwork |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114215112A (en) * | 2021-12-06 | 2022-03-22 | 天津一冶建设工程有限公司 | Waterproof protection device for outer wall of pipe gallery and construction method thereof |
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Application publication date: 20170531 |
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