CN107217845A - Core column concrete pours mouth mold tool and pours a mouthful method for shaping - Google Patents
Core column concrete pours mouth mold tool and pours a mouthful method for shaping Download PDFInfo
- Publication number
- CN107217845A CN107217845A CN201710591779.2A CN201710591779A CN107217845A CN 107217845 A CN107217845 A CN 107217845A CN 201710591779 A CN201710591779 A CN 201710591779A CN 107217845 A CN107217845 A CN 107217845A
- Authority
- CN
- China
- Prior art keywords
- stem
- core column
- concrete
- mold tool
- mouth mold
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000007493 shaping process Methods 0.000 title claims abstract description 11
- 238000010586 diagram Methods 0.000 description 3
- 238000004513 sizing Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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
Pour mouth mold tool the invention discloses core column concrete and pour above a mouthful method for shaping, the stem that is particularly suitable for use in and there is a situation where secondary structure beam.The stem sprue gate mould includes a pair of sidewalls, skew wall and fixed plate；The side wall is right angled triangle, and skew wall is set between the sidewalls, and the both sides of skew wall are connected with hypotenuse on the wall of side, and fixed plate is connected with the right angle of triangle on the wall of side；Fixing hole is provided with the fixed plate.The fixed plate is close to the plane of stem to be poured, and is bolted on stem to be poured.The skew wall is arranged between a pair of sidewalls, forms concrete entrance, and concrete enters from concrete entrance completes pouring for stem and secondary structure beam contact position.The core column concrete that the present invention is provided pours mouth mold tool and pours a mouthful method for shaping, and its is rational in infrastructure, solves stem and pours uncompacted problem with secondary structure beam contact position, effectively increases the structural strength of stem, improve the security of stem.
Description
Technical field
Pour mouth mold tool the present invention relates to field of engineering building, more particularly to core column concrete and pour mouth sizing side
Method.
Background technology
GB50011—2010《Seismic design provision in building code》As follows is required to the stem of block building：
（1）Small block building stem section cannot be less than 120mm × 120mm.
（2）Core column concrete strength grade is not lower than Cb20.
（3）According to the position of design requirement stem and embedded bar, three hole stems and five holes can be typically set in wall corner
Stem.
At the construction field (site), there is a situation where secondary structure beam through being commonly encountered above stem, according to conventional casting method,
There is a situation where that concreting is not closely knit enough close to secondary structure Liang Chu at the top of stem, the company of this stem and secondary structure beam
There is certain potential safety hazard in the place of connecing.
The content of the invention
The purpose of the present invention is to pour mouth mold tool there is provided core column concrete for above-mentioned technical problem and pour mouth sizing
Method, its is rational in infrastructure, solves stem and pours uncompacted problem with secondary structure beam contact position, effectively increases stem
Structural strength, improves the security of stem.
Technical scheme
In order to solve the above technical problems, the core column concrete that provides of the present invention, which pours mouth mold tool, includes a pair of sidewalls, skew wall and consolidate
Fixed board；The side wall is right angled triangle, and skew wall is set between the sidewalls, and both sides and the hypotenuse on the wall of side of skew wall connect
Connect, fixed plate is connected with the right angle of triangle on the wall of side；Fixing hole is provided with the fixed plate.
Further, the angle between the skew wall and fixed plate is 30-60 °.
Further, the fixed plate is close to the plane of stem to be poured, and is bolted on stem to be poured.
Further, the skew wall is arranged between a pair of sidewalls, forms concrete entrance.
The application also provides core column concrete and pours a mouthful method for shaping, it is adaptable to the work of secondary structure beam is set above stem
Condition, it specifically includes following steps：
S1, with assembling with the concrete for pouring stem bottom；
S2, when stem is assembled close to secondary structure beam, the top that mouth mold tool is fixed on stem is poured by core column concrete；
S3, carries out stem by concrete entrance and pours, and core column concrete is poured into mouth mold tool fills concrete；
S4, after the concrete in stem reaches design strength, removes core column concrete and pours mouth mold tool, and remove many on stem
Remaining concrete.
Further, in step s 2, core column concrete is poured into mouth mold tool using gib headed bolt and is fixed on the upper of stem
Portion.
Further, in step s 2, when the stem top assembled and the distance of secondary structure beam are in 300-500mm,
Core column concrete is poured into the top that mouth mold tool is fixed on stem.
Beneficial effect of the present invention：
The core column concrete that the present invention is provided pour mouth mold tool and pour a mouthful method for shaping, its is rational in infrastructure, solve stem with
Secondary structure beam contact position pours uncompacted problem, effectively increases the structural strength of stem, improves the security of stem.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, above-mentioned advantage of the invention will be apparent and be easier reason
Solution, these accompanying drawings are schematical, are not intended to limit the present invention, wherein：
Fig. 1 is the structural representation that core column concrete of the present invention pours mouth mold tool；
Fig. 2 is the flow chart that core column concrete of the present invention pours mouthful method for shaping；
Fig. 3 is that core column concrete pours the sectional view that mouth mold tool is fixed on stem；
Fig. 4 is the schematic diagram after stem is poured with secondary structure Liang Chu.
In accompanying drawing, the part representated by each label is as follows：
1. side wall；2. skew wall；3. fixed plate；4. fixing hole；5. concrete entrance；6. secondary structure beam；7. stem.
Embodiment
With reference to specific embodiments and the drawings, mouth mold tool is poured to the core column concrete of the present invention and mouth sizing side is poured
Method is described in detail.
The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating the design of the present invention, it is schematically indicated the shape of each several part
And its correlation.It note that between the structure of each part for the ease of clearly showing the embodiment of the present invention, each accompanying drawing
Do not drawn according to identical ratio.Identical reference marker is used to represent identical part.
Fig. 1 is the structural representation that core column concrete of the present invention pours mouth mold tool, and core column concrete pours mouth mold tool
Including a pair of sidewalls 1, skew wall 2 and fixed plate 3.
The side wall 1 is right angled triangle, and skew wall 2 is arranged between side wall 1, both sides and the triangle on side wall 1 of skew wall 2
Hypotenuse connection, fixed plate 3 is connected with the right angle of triangle on side wall 1；Fixing hole 4 is provided with the fixed plate 3.It is described solid
Fixed board 3 is close to the plane of stem to be poured, and is fixed on by bolt through fixing hole 4 on stem to be poured.
Angle between the skew wall 2 and fixed plate 3 is 30-60 °.The setting at both angles of inclination, concrete can edge
Skew wall 2 is poured into, and the side wall 1 of both sides effectively can prevent concrete excessive.
The skew wall 2 is arranged between a pair of sidewalls 1, forms concrete entrance 5.Concrete is entered by concrete entrance 5
Enter in the stem assembled, to complete pouring for concrete.
Pour a mouthful method for shaping, it is adaptable to which secondary structure beam is set above stem the invention also discloses core column concrete
Operating mode, Fig. 2 is corresponding flow chart, and it specifically includes following steps：
S1, with assembling with the concrete for pouring stem bottom；
In this step, conventionally casting concrete stem, newly assembles stem, then carries out concreting, with assembling
With pouring.
S2, when stem is assembled close to secondary structure beam, the top that mouth mold tool is fixed on stem is poured by core column concrete；
In this step, when the top of stem 7 assembled and the distance of secondary structure beam 6 are in 300-500mm, by core column concrete
Pour the top that mouth mold tool is fixed on stem.When core column concrete pours mouth mold tool fixation, fixing hole is passed through using gib headed bolt
4, core column concrete is poured into the top that mouth mold tool is fixed on stem, as shown in Figure 3.
S3, carries out stem by concrete entrance 5 and pours, and core column concrete is poured into mouth mold tool fills concrete；
S4, after the concrete in stem reaches design strength, removes core column concrete and pours mouth mold tool, and remove many on stem
Remaining concrete.
Fig. 4 is the schematic diagram after stem is poured with secondary structure Liang Chu.Stem concreting mouth mold tool has been torn open in Fig. 3
Remove.Now, part concrete has been poured stem 7 and secondary structure Liang6Chu more, in order to reach the integrated design of building, having needed
Remove concrete unnecessary on stem.
Compared to the shortcoming and defect of prior art, the core column concrete that the present invention is provided, which pours mouth mold tool and pours mouth, to be determined
Type method, it is rational in infrastructure, solve stem and pour uncompacted problem with secondary structure beam contact position, effectively increase stem
Structural strength, improves the security of stem.
The present invention is not limited to the above-described embodiments, and anyone can draw other various forms under the enlightenment of the present invention
Product, it is every that there is technical side identical or similar to the present application however, make any change in its shape or structure
Case, is within the scope of the present invention.
Claims (7)
1. core column concrete pours mouth mold tool, it is characterised in that including a pair of sidewalls（1）, skew wall（2）And fixed plate（3）；It is described
Side wall（1）For right angled triangle, skew wall（2）It is arranged on side wall（1）Between, skew wall（2）Both sides and side wall（1）Upper triangle
Hypotenuse is connected, fixed plate（3）With side wall（1）The right angle connection of upper triangle；The fixed plate（3）On be provided with fixing hole（4）.
2. core column concrete pours mouth mold tool according to claim 1, it is characterised in that the skew wall（2）With fixed plate（3）
Between angle be 30-60 °.
3. core column concrete pours mouth mold tool according to claim 1, it is characterised in that the fixed plate（3）It is close to be poured
The plane of stem is built, is bolted on stem to be poured.
4. core column concrete pours mouth mold tool according to claim 1, it is characterised in that the skew wall（2）It is arranged on a pair
Side wall（1）Between, form concrete entrance（5）.
5. core column concrete pours a mouthful method for shaping, it is adaptable to the operating mode of secondary structure beam is set above stem, it is characterised in that
Comprise the following steps：
S1, with assembling with the concrete for pouring stem bottom；
S2, when stem is assembled close to secondary structure beam, the top that mouth mold tool is fixed on stem is poured by core column concrete；
S3, passes through concrete entrance（5）Carry out stem to pour, core column concrete is poured into mouth mold tool fills concrete；
S4, after the concrete in stem reaches design strength, removes core column concrete and pours mouth mold tool, and remove many on stem
Remaining concrete.
6. core column concrete pours a mouthful method for shaping according to claim 5, it is characterised in that in step s 2, hook is used
Core column concrete is poured the top that mouth mold tool is fixed on stem by hook bolt.
7. core column concrete pours a mouthful method for shaping according to claim 5, it is characterised in that in step s 2, when assembling
Stem at the top of with the distance of secondary structure beam in 300-500mm, core column concrete is poured into mouth mold tool and is fixed on stem
Top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710591779.2A CN107217845A (en) | 2017-07-19 | 2017-07-19 | Core column concrete pours mouth mold tool and pours a mouthful method for shaping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710591779.2A CN107217845A (en) | 2017-07-19 | 2017-07-19 | Core column concrete pours mouth mold tool and pours a mouthful method for shaping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107217845A true CN107217845A (en) | 2017-09-29 |
Family
ID=59952837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710591779.2A Pending CN107217845A (en) | 2017-07-19 | 2017-07-19 | Core column concrete pours mouth mold tool and pours a mouthful method for shaping |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107217845A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409713A (en) * | 2019-07-30 | 2019-11-05 | 中建八局第二建设有限公司 | A kind of segmentation of constructional column concrete, which is poured, smashes construction method and constructional column casting and compacting of concrete constructing structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136952A (en) * | 1992-10-22 | 1994-05-17 | Takenaka Komuten Co Ltd | Concrete placing method in construction of src underground continuous wall |
| CN204552085U (en) * | 2015-02-16 | 2015-08-12 | 中国建筑第六工程局有限公司 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
| CN105781103A (en) * | 2014-12-24 | 2016-07-20 | 中国二十冶集团有限公司 | Capital inverted-triangular formwork erecting and pouring method |
| CN205677249U (en) * | 2016-05-13 | 2016-11-09 | 江苏启安建设集团有限公司 | A kind of casting concrete constructional column hopper |
| CN205955191U (en) * | 2016-08-26 | 2017-02-15 | 山东三箭建设工程股份有限公司 | Constructional column side template device for concreting |
| CN206110664U (en) * | 2016-10-28 | 2017-04-19 | 华锦建设集团股份有限公司 | Constructional column watering mouthful structure |
| CN206987373U (en) * | 2017-07-19 | 2018-02-09 | 北京城建七建设工程有限公司 | Core column concrete pours mouth mold tool |
-
2017
- 2017-07-19 CN CN201710591779.2A patent/CN107217845A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136952A (en) * | 1992-10-22 | 1994-05-17 | Takenaka Komuten Co Ltd | Concrete placing method in construction of src underground continuous wall |
| CN105781103A (en) * | 2014-12-24 | 2016-07-20 | 中国二十冶集团有限公司 | Capital inverted-triangular formwork erecting and pouring method |
| CN204552085U (en) * | 2015-02-16 | 2015-08-12 | 中国建筑第六工程局有限公司 | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder |
| CN205677249U (en) * | 2016-05-13 | 2016-11-09 | 江苏启安建设集团有限公司 | A kind of casting concrete constructional column hopper |
| CN205955191U (en) * | 2016-08-26 | 2017-02-15 | 山东三箭建设工程股份有限公司 | Constructional column side template device for concreting |
| CN206110664U (en) * | 2016-10-28 | 2017-04-19 | 华锦建设集团股份有限公司 | Constructional column watering mouthful structure |
| CN206987373U (en) * | 2017-07-19 | 2018-02-09 | 北京城建七建设工程有限公司 | Core column concrete pours mouth mold tool |
Non-Patent Citations (1)
| Title |
|---|
| 《施工员一本通》编委会, 中国建材工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409713A (en) * | 2019-07-30 | 2019-11-05 | 中建八局第二建设有限公司 | A kind of segmentation of constructional column concrete, which is poured, smashes construction method and constructional column casting and compacting of concrete constructing structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013531B (en) | The concrete shear wall structure based on 3D printing with concave convex texture | |
| CN104594500B (en) | Integrated slab column formwork structure system and construction method | |
| CN106869402A (en) | Assembly concrete component and its manufacture method | |
| CN104532985B (en) | Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks and construction method thereof | |
| CN106368365A (en) | Through bar type concrete composite floor slab structure and manufacturing and assembling method thereof | |
| CN106988436B (en) | A kind of method that reserving hole blocks | |
| CN107217845A (en) | Core column concrete pours mouth mold tool and pours a mouthful method for shaping | |
| CN206144137U (en) | Board formwork instrument falls | |
| CN206987373U (en) | Core column concrete pours mouth mold tool | |
| CN205530340U (en) | Precast concrete retaining wall block | |
| CN209703708U (en) | It is a kind of for the pre-buried positioning device for hanging nail of prefabricated components | |
| CN105544399B (en) | Minimal-interval separation type thin-wall pier formwork and application thereof | |
| CN207273501U (en) | Kerbstone prefabricated steel-template | |
| CN207469596U (en) | A kind of beam column outer rim is exempted to tear concrete mold open | |
| CN207110454U (en) | A kind of shaped easy for kitchen and toilet drop plate has enough to meet the need assembly jig | |
| CN206941968U (en) | Reinforcing bar limiting card with the upper oblique bayonet socket being parallel to each other | |
| CN110468998A (en) | A kind of assembled RC shear wall structure connected horizontally and its construction method | |
| CN206646811U (en) | A kind of building precast pad mould | |
| CN206157973U (en) | Lead to muscle formula concrete coincide floor structures and prefabricated panel's preparation mould thereof | |
| CN208934250U (en) | A kind of assembled exempts to tear round beam column concrete blinding open | |
| CN207526118U (en) | For pre-buried and closure unwrapping wire hole unwrapping wire punch die | |
| CN211080776U (en) | Pre-buried structural component of constructional column top reinforcing bar | |
| CN211113137U (en) | Assembled reinforced concrete pier | |
| CN110205943A (en) | The construction method of prefabricated freely-supported small box girder end floor beam | |
| CN209723594U (en) | A kind of positioning of assembled architecture reinforcing bar and check device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170929 |
|
| RJ01 | Rejection of invention patent application after publication |