CN105604316B - The connection structure and its construction method of shear wall and floor - Google Patents
The connection structure and its construction method of shear wall and floor Download PDFInfo
- Publication number
- CN105604316B CN105604316B CN201610130481.7A CN201610130481A CN105604316B CN 105604316 B CN105604316 B CN 105604316B CN 201610130481 A CN201610130481 A CN 201610130481A CN 105604316 B CN105604316 B CN 105604316B
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- CN
- China
- Prior art keywords
- template
- shear wall
- lateral
- die plate
- floor
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/365—Stop-end 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses the connection structure of a kind of shear wall and floor, the construction joint spillage problem between existing shear wall and floor is improved.The present invention includes shear wall, template die plate, lateral template；There is the gap being inserted into for lateral template between one end end and shear wall of the template die plate；Upright bar is equipped with below the template die plate；The upright bar is equipped with the reinforcing horizontal steel tube for lateral template to be fixed on to shear wall side；It is equipped with the wooden a tree, used in making timber for boats at the template die plate and the inner corner trim of lateral template handing-over.The present invention can effective solution construction joint spillage problem, improve concrete formation quality, do not need secondary polishing and repair, reduce engineering cost.
Description
Technical field
The present invention relates to the connection structures and its construction method of a kind of shear wall and floor.
Background technology
Large steel moulding plate construction is a kind of construction technology of the large-scale template occurred in construction industry with social development.Big steel
Template construction advantage, which is relatively pervious template construction, can more save manpower, saves the duration and improve construction quality, save and apply
Work cost.But using the structure of large steel moulding plate construction, typically first pour walls concrete, after-pouring floor, each construction layer
Respectively there is one of construction joint up and down in floor, especially in floor slab construction, floor easily generates leakage with lower layer's wall seam crossing
The common quality defect of slurry.
Invention content
In order to improve the above problem, the purpose of the present invention is to provide the connection structures of a kind of shear wall and floor.
To achieve the goals above, the technical solution adopted by the present invention is as follows：
The connection structure of shear wall and floor, including shear wall, template die plate, lateral template；One end end of the template die plate
There is the gap being inserted into for lateral template between portion and shear wall；Upright bar is equipped with below the template die plate；The upright bar is equipped with
Reinforcing horizontal steel tube for lateral template to be fixed on to shear wall side；At the inner corner trim that the template die plate joins with lateral template
Equipped with the wooden a tree, used in making timber for boats.
Further, it is additionally provided with sponge strip in the gap.
Still further, the reinforcing horizontal steel tube is fixed lateral template by jacking；The jacking with it is lateral
The wooden a tree, used in making timber for boats is equipped between template.
Further, it is additionally provided with cross bar at the top of the upright bar, several wooden a tree, used in making timber for boats is equipped between the cross bar and template die plate.
In addition, every is reinforced horizontal steel tube and is fixed by two or more upright bars.
The construction method of the connection structure of above-mentioned shear wall and floor, the installation of advanced andante template, in mounting plate template
When, the thickness space of a lateral template is reserved between shear wall and template die plate；Then lateral template is mounted on reserved
In space.
Another form of construction work is：The installation of advanced andante template, in mounting plate template, in shear wall and template die plate
Between reserve a lateral template thickness space；Then it carries out pasting sponge strip in space, then lateral template is installed
In reserved space.
Compared with prior art, the present invention haing the following advantages and advantageous effect：
The present invention can effective solution construction joint spillage problem, improve concrete formation quality, do not need secondary polishing
Repairing, reduces engineering cost.
The present invention can also realize that Fast Installation is fixed and constructed, and template is quickly and expediently installed；In addition, the present invention
Template die plate, lateral template can be reused, and cost is greatly reduced.
Description of the drawings
Fig. 1 is the structural diagram of the present invention.
Wherein, the corresponding parts title is marked to be in attached drawing：1- shear walls, 2- template die plates, the lateral templates of 3-, 4- are vertical
Bar, 5- reinforce horizontal steel tube, 6- wood a tree, used in making timber for boats, 7- sponge strips, 8- jackings, 9- cross bars.
Specific implementation mode
The invention will be further described with reference to the accompanying drawings and examples, and embodiments of the present invention include but not limited to
The following example.
Embodiment
As shown in Figure 1, the connection structure of shear wall and floor, including shear wall 1, template die plate 2, lateral template 3；The plate
There is the gap being inserted into for lateral template between one end end of template and shear wall；Upright bar 4 is equipped with below the template die plate；Institute
Upright bar is stated equipped with the reinforcing horizontal steel tube 5 for lateral template to be fixed on to shear wall side；The template die plate and lateral mould
The wooden a tree, used in making timber for boats 6 is equipped at the inner corner trim of plate handing-over.Wherein, upright bar not only can be with support plate template, additionally it is possible to reinforce horizontal steel for fixed
Pipe so that reinforcing horizontal steel tube, lateral template can be fixed, in addition, the wooden a tree, used in making timber for boats is in order to by template die plate and lateral template
Junction is fixed, and keeps the two fixed more secured.Simultaneously by upright bar, reinforce horizontal steel tube, the wooden a tree, used in making timber for boats into andante
The fixation of template and lateral template, it is not only easy for installation, dismounting it is also very easy, additionally it is possible to reuse, greatly reduce
Engineering cost.As a preferred embodiment, the wooden a tree, used in making timber for boats that above-mentioned wood a tree, used in making timber for boats is 50mm × 100mm, the height of the lateral template are
250mm。
In order to preferably prevent from occurring between shear wall and floor spillage phenomenon, sponge strip 7 is additionally provided in the gap.It is logical
Cross preferably can prevent it from leaking downwards in gap location setting sponge strip after grouting.As a preferred embodiment, sponge strip is set
It is placed at the downward 5mm of gap upper edge.
In order to preferably fix lateral template, the reinforcing horizontal steel tube is fixed lateral template by jacking 8；Institute
It states and is equipped with the wooden a tree, used in making timber for boats between jacking and lateral template.Wherein, jacking is U-typed structure close to one end of lateral template, just can in this way
It is enough that the wooden a tree, used in making timber for boats is stuck in " U ", to which the wooden a tree, used in making timber for boats is fixed more securely, finally by lateral formwork reinforcement.
In order to which template die plate is fixed more securely, the upright bar top is additionally provided with cross bar 9, between the cross bar and template die plate
Equipped with several wooden a tree, used in making timber for boats.By the way that cross bar is arranged in upright bar, by the way that multiple wooden a tree, used in making timber for boats are arranged on cross bar, so that template die plate is each
The pressure at place is uniformly transmitted to cross bar, in upright bar so that template die plate is fixed more securely.
In order to preferably realize the present invention, reinforces horizontal steel tube for every and be fixed by two or more upright bars.Pass through two
The common stress of upright bar more than root supports and fixes effect to preferably realize.
It is fixed it is worth noting that lateral template is the reinforcing horizontal steel tube being arranged side by side by several, so
And the adjacent spacing reinforced between horizontal steel tube is not more than 2m.
The construction method of the connection structure of above-mentioned shear wall and floor, the installation of advanced andante template, in mounting plate template
When, the thickness space of a lateral template is reserved between shear wall and template die plate；Then it carries out pasting sponge strip in space,
Then lateral template is mounted in reserved space.
Specifically, in mounting plate template, then it is fixed by upright bar and cross bar, when lateral template is installed, then
It is located in gap by top, bottom is fixed by reinforcing horizontal steel tube.
It is worth noting that template die plate of the invention, lateral template, upright bar, cross bar, reinforcing horizontal steel tube, wooden a tree, used in making timber for boats etc. are
It is reusable, engineering cost is greatly reduced, and installing and dismounting is also very convenient, fast.
According to above-described embodiment, the present invention can be realized well.It is worth noting that before based on said structure design
It puts, to solve same technical problem, even if some made in the present invention are used without substantive change or polishing
Technical solution essence still as the present invention, therefore it should also be as within the scope of the present invention.
Claims (2)
1. the connection structure of a kind of shear wall and floor, which is characterized in that including shear wall（1）, template die plate（2）, lateral template
（3）；There is the gap being inserted into for lateral template between one end end and shear wall of the template die plate；It is set below the template die plate
There is upright bar（4）；The upright bar is equipped with the reinforcing horizontal steel tube for lateral template to be fixed on to shear wall side（5）；It is described
It is equipped with the wooden a tree, used in making timber for boats at template die plate and the inner corner trim of lateral template handing-over（6）；It is additionally provided with sponge strip in the gap（7）；The reinforcing water
Flat steel pipe passes through jacking（8）Lateral template is fixed；The wooden a tree, used in making timber for boats is equipped between the jacking and lateral template；Every reinforcing water
Flat steel pipe is fixed by two or more upright bars.
2. the construction method of the connection structure of shear wall described in claim 1 and floor, which is characterized in that advanced andante template
Installation, in mounting plate template, between shear wall and template die plate reserve a lateral template thickness space；Then it carries out
Sponge strip is pasted in space, is then mounted on lateral template in reserved space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610130481.7A CN105604316B (en) | 2016-03-08 | 2016-03-08 | The connection structure and its construction method of shear wall and floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610130481.7A CN105604316B (en) | 2016-03-08 | 2016-03-08 | The connection structure and its construction method of shear wall and floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105604316A CN105604316A (en) | 2016-05-25 |
| CN105604316B true CN105604316B (en) | 2018-10-26 |
Family
ID=55984614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610130481.7A Active CN105604316B (en) | 2016-03-08 | 2016-03-08 | The connection structure and its construction method of shear wall and floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105604316B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205476452U (en) * | 2016-03-08 | 2016-08-17 | 中国五冶集团有限公司 | Connection structure of shear force wall and floor |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PT1375781E (en) * | 2001-04-03 | 2009-05-19 | Ulma C Y E S Coop | Slab formwork system |
| CN201202272Y (en) * | 2008-06-06 | 2009-03-04 | 中冶天工建设有限公司 | Rapid replacement formwork for tall building construction |
| CN202530756U (en) * | 2012-03-27 | 2012-11-14 | 虞建放 | Early-removed template support structure |
| CN203867179U (en) * | 2014-05-20 | 2014-10-08 | 北京建工国际建设工程有限责任公司 | Template assembly at joint of transverse component and longitudinal component |
| CN204435855U (en) * | 2015-02-12 | 2015-07-01 | 广州市恒盛建设工程有限公司 | A kind of shear wall formwork structure of large volume radiation-proof concrete wall |
-
2016
- 2016-03-08 CN CN201610130481.7A patent/CN105604316B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205476452U (en) * | 2016-03-08 | 2016-08-17 | 中国五冶集团有限公司 | Connection structure of shear force wall and floor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105604316A (en) | 2016-05-25 |
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