CN208379847U - A kind of building prefabrication wallboard concrete pouring structure - Google Patents
A kind of building prefabrication wallboard concrete pouring structure Download PDFInfo
- Publication number
- CN208379847U CN208379847U CN201821086304.4U CN201821086304U CN208379847U CN 208379847 U CN208379847 U CN 208379847U CN 201821086304 U CN201821086304 U CN 201821086304U CN 208379847 U CN208379847 U CN 208379847U
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- China
- Prior art keywords
- prefabricated wall
- wall form
- bolt
- concrete pouring
- keel
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Abstract
The utility model discloses a kind of building prefabrication wallboard concrete pouring structures, including two pieces of prefabricated wall forms, two fastening bolts and the pre-embedded bolt being oppositely arranged, the back side of one of prefabricated wall form is equipped with longitudinal connecting plate, by inclined metope tilt angle adjusting rod between the connecting plate and ground, and the corner position between the prefabricated wall form and ground is equipped with positioning angle steel.Beneficial effect is: can adjust the tilt angle of prefabricated wall form using the concrete-pouring template structure of the structure, meet the needs of design, but also prefabricated wall form, lateral keel and longitudinal keel easy to disassemble, construct more convenient.
Description
Technical field
The utility model relates to building template fields, and in particular to a kind of building prefabrication wallboard concrete pouring structure.
Background technique
Building template is a kind of temporary supporting structure, makes by design requirement, makes concrete structure, component by defined
Position, geometric dimension forming, keep its correct position, and bear the external loads of building template self weight and effect on it.Into
The purpose of row form work engineering is to guarantee concrete engineering quality and construction safety, accelerate construction progress and reduce engineering cost.It is existing
The working architectural template structure of pouring concrete Structural Engineering is mainly made of panel, support construction and connector three parts.Face
Plate is the force bearing plate of direct contact newly-laid concrete；Support construction is then the interim knot of supporting faceplate, concrete and construction loads
Structure, guarantee architectural template structure combine securely, accomplish it is indeformable, do not destroy；Connector is to connect panel with support construction
Integral accessory.General wall is vertically arranged with ground, but the verticality of current dry wall template wall and ground
It cannot grasp, and when wall is when needing to be shaped to inclined artistic wall on one side, construction is inconvenient；And pair of present template
It draws bolt generally to use a bolt, needs to shear split bolt after dismantling template, construction is complicated, and after shearing
One section of bolt cannot utilize again, cause the waste of resource.
Summary of the invention
The purpose of this utility model is that providing a kind of building prefabrication R.C. wall board to solve the above-mentioned problems pours
Building structure can adjust the gradient of metope using metope tilt angle adjusting rod, convenient to process inclined art as needed
Wall, and the integrated structure of fastening bolt and pre-embedded bolt is used, it is easy to disassemble, it is not required to shear, fastening bolt can be sharp again
With, the utilization rate of resource is improved, it is easy to use.
The utility model achieves the above object through the following technical schemes:
A kind of building prefabrication wallboard concrete pouring structure, including be oppositely arranged two pieces of prefabricated wall forms, two fastening
The back side of bolt and pre-embedded bolt, one of prefabricated wall form is equipped with longitudinal connecting plate, the connecting plate and ground
Between by inclined metope tilt angle adjusting rod, and the corner position between the prefabricated wall form and ground is equipped with positioning
Angle steel；
Criss-cross lateral keel and longitudinal keel, and the longitudinal direction are additionally provided on the outside of every piece of prefabricated wall form
Keel are located on the outside of the lateral keel, and the middle part of the prefabricated wall form inwardly forms wedge-shaped protrusion, and runs through the wedge
Shape protrusion offers threaded hole；The pre-embedded bolt passes through two pieces of prefabricated wall forms and is connected through a screw thread, two fastenings
Bolt passes through longitudinal keel in the outside of two prefabricated wall forms respectively and connect with the threaded hole of the prefabricated wall form.
Further, the both ends of the metope tilt angle adjusting rod are welded with iron plate, and the connecting plate is equipped with multiple rows of
Threaded hole, one of iron plate are connect by bolt with ground, and another piece of iron plate is connected by the threaded hole on bolt and connecting plate
It connects.
Further, the centre of the fastening bolt is also connected with water-proof wing-ring.
Further, the water-proof wing-ring is made of water swelling rubber.
Further, the lateral keel is equipped with even number set, and is symmetrically distributed in the pre-embedded bolt two sides.
Further, the fastening bolt is fixed on the outside of the longitudinal keel by nut.
Using the above structure, when in use, one end of the metope tilt angle adjusting rod is fixedly connected on the ground, separately
One end is connect with connecting plate, adjusts a wherein prefabricated wall form by adjusting the upper and lower position connected on connecting plate
Tilt angle, meet the needs of design, meanwhile, using the orientation angle bracing members between ground and prefabricated wall form, energy
It is enough that prefabricated wall form is positioned, play the role of stablizing support；When pouring, pre-embedded bolt is connect simultaneously with fastening bolt
In the bolt hole of prefabricated wall form, after casting concrete between two prefabricated wall forms, fastening bolt is dismantled, to tear open
Lateral keel, longitudinal keel and prefabricated wall form are laid down, at this point, there be the recessed of wedge shape in the two sides of the concrete wall poured
Slot, and the groove of two sides is stretched out at pre-embedded bolt both ends, is filled and led up wedge-shaped impression using cement mortar, pre-embedded bolt progress is buried, makes
With conveniently.
To sum up, the utility model has the beneficial effects that: the concrete-pouring template structure using the structure can be adjusted
The tilt angle of prefabricated wall form meets the needs of design, but also prefabricated wall form, lateral keel and longitudinal direction easy to disassemble
Keel are constructed more convenient.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the dry wall formwork support structure figure of the utility model；
Fig. 2 is the prefabricated wall form pouring structure figure of the utility model;
Fig. 3 is the portion the A schematic enlarged-scale view of Fig. 2.
The reference numerals are as follows:
1, prefabricated wall form；2, connecting plate；3, metope tilt angle adjusting rod；4, angle steel is positioned；5, lateral keel；6, tight
Fixing bolt；7, pre-embedded bolt；8, longitudinal keel；9, water-proof wing-ring；10, threaded hole；11, wedge-shaped protrusion.
Specific embodiment
To keep the purpose of this utility model, technical solution and advantage clearer, below by the technology to the utility model
Scheme is described in detail.Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not before making creative work
Obtained all other embodiment is put, the range that the utility model is protected is belonged to.
Shown in referring to figures 1-3, the utility model provides a kind of building prefabrication wallboard concrete pouring structure, including phase
To two pieces of prefabricated wall forms, 1, two fastening bolt 6 and pre-embedded bolt 7 of setting, the back of one of prefabricated wall form 1
Face is equipped with longitudinal connecting plate 2, by inclined metope tilt angle adjusting rod 3 between the connecting plate 2 and ground, and it is described
Corner position between prefabricated wall form 1 and ground is equipped with positioning angle steel 4, and the metope tilt angle adjusting rod 3 can be adjusted
The tilt angle of one of prefabricated wall form 1, facilitates the inclination of inclined wall to pour, and the metope tilt angle is adjusted
Bar 3 and positioning angle steel 4 can have the function of support positioning to prefabricated wall form 1；
The outside of every piece of prefabricated wall form 1 is additionally provided with criss-cross lateral keel 5 and longitudinal keel 8, and described
Longitudinal keel 8 is located at 5 outside of lateral keel, and the middle part of the prefabricated wall form 1 inwardly forms wedge-shaped protrusion 11, and passes through
Wear the wedge-shaped protrusion 11 and offer threaded hole 10, after pouring, on the cavity of concrete can there are wedge shape groove, side
Just the draining of swelling water and the disassembly of template；The pre-embedded bolt 7 passes through two pieces of prefabricated wall forms 1 and is connected through a screw thread,
Two fastening bolts 6 pass through longitudinal keel 8 and the prefabricated wall form 1 in the outside of two prefabricated wall forms 1 respectively
Threaded hole 10 connects, which can be clamped two pieces of prefabricated wall forms 1 using lateral keel 5 and longitudinal keel 8.
In order to adjust the tilt angle of prefabricated wall form 1, the both ends of the metope tilt angle adjusting rod 3 are welded with iron
Piece, the connecting plate 2 are equipped with multiple rows of threaded hole 10, can be convenient the connection of metope tilt angle adjusting rod 3, one of iron
Piece is connect by bolt with ground, and another piece of iron plate is connect by bolt with the threaded hole 10 on connecting plate 2.
To prevent from damaging and after 9 long-time use of water-proof wing-ring between meeting and wall using water-proof wing-ring 9 for a long time
There is gap, repair difficulty, the centre of the fastening bolt 6 is also connected with water-proof wing-ring 9, and the water-proof wing-ring 9 is using water suction
Expanded rubber is made.
The lateral keel 5 is equipped with even number set, and is symmetrically distributed in 7 two sides of pre-embedded bolt；The fastening bolt 6 is logical
It crosses nut and is fixed on 8 outside of longitudinal keel.
Using the above structure, when in use, one end of the metope tilt angle adjusting rod 3 is fixedly connected on the ground,
The other end is connect with connecting plate 2, adjusts a wherein dry wall by adjusting the upper and lower position connected on connecting plate 2
The tilt angle of template 1 meets the needs of design, meanwhile, ground and prefabricated wall form 1 are supported on using the positioning angle steel 4
Between, prefabricated wall form 1 can be positioned, play the role of stablizing support；When pouring, pre-embedded bolt 7 and fastening spiral shell
Bolt 6 is connected in the bolt hole of prefabricated wall form 1 simultaneously, and after casting concrete between two prefabricated wall forms 1, disassembly is tight
Fixing bolt 6, so that lateral keel 5, longitudinal keel 8 and prefabricated wall form 1 are disassembled, at this point, the concrete wall poured
Two sides have wedge shape groove, and 7 both ends of pre-embedded bolt stretch out two sides groove, wedge-shaped impression is filled and led up using cement mortar, in advance
Bury bolt 7 carry out it is buried, it is easy to use.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, anyone skilled in the art within the technical scope disclosed by the utility model, can readily occur in variation
Or replacement, it should be covered within the scope of the utility model.Therefore, the protection scope of the utility model should be with the power
Subject to the protection scope that benefit requires.
Claims (6)
1. a kind of building prefabrication wallboard concrete pouring structure, it is characterised in that: including be oppositely arranged two pieces of prefabricated wall forms,
The back side of two fastening bolts and pre-embedded bolt, one of prefabricated wall form is equipped with longitudinal connecting plate, the connection
By inclined metope tilt angle adjusting rod between plate and ground, and the corner position between the prefabricated wall form and ground
Equipped with positioning angle steel；
Criss-cross lateral keel and longitudinal keel, and the longitudinal keel are additionally provided on the outside of every piece of prefabricated wall form
On the outside of the lateral keel, the middle part of the prefabricated wall form inwardly forms wedge-shaped protrusion, and convex through the wedge shape
It rises and offers threaded hole；The pre-embedded bolt passes through two pieces of prefabricated wall forms and is connected through a screw thread, two fastening bolts
Longitudinal keel is passed through in the outside of two prefabricated wall forms respectively to connect with the threaded hole of the prefabricated wall form.
2. a kind of building prefabrication wallboard concrete pouring structure according to claim 1, it is characterised in that: the metope inclination
The both ends of angular adjustment bar are welded with iron plate, and the connecting plate is equipped with multiple rows of threaded hole, one of iron plate by bolt with
Ground connection, another piece of iron plate are connect by bolt with the threaded hole on connecting plate.
3. a kind of building prefabrication wallboard concrete pouring structure according to claim 1, it is characterised in that: the fastening bolt
Centre be also connected with water-proof wing-ring.
4. a kind of building prefabrication wallboard concrete pouring structure according to claim 3, it is characterised in that: the water-proof wing-ring
It is made of water swelling rubber.
5. a kind of building prefabrication wallboard concrete pouring structure according to claim 1, it is characterised in that: the lateral keel
Equipped with even number set, and it is symmetrically distributed in the pre-embedded bolt two sides.
6. a kind of building prefabrication wallboard concrete pouring structure according to claim 1, it is characterised in that: the fastening bolt
It is fixed on the outside of the longitudinal keel by nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821086304.4U CN208379847U (en) | 2018-07-10 | 2018-07-10 | A kind of building prefabrication wallboard concrete pouring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821086304.4U CN208379847U (en) | 2018-07-10 | 2018-07-10 | A kind of building prefabrication wallboard concrete pouring structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208379847U true CN208379847U (en) | 2019-01-15 |
Family
ID=64963708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821086304.4U Expired - Fee Related CN208379847U (en) | 2018-07-10 | 2018-07-10 | A kind of building prefabrication wallboard concrete pouring structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208379847U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110566549A (en) * | 2019-09-11 | 2019-12-13 | 刘德强 | Industrial angle iron |
| CN110818346A (en) * | 2019-10-28 | 2020-02-21 | 北京建筑大学 | Preparation method of decorative thin-wall rammed earth wall |
-
2018
- 2018-07-10 CN CN201821086304.4U patent/CN208379847U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110566549A (en) * | 2019-09-11 | 2019-12-13 | 刘德强 | Industrial angle iron |
| CN110818346A (en) * | 2019-10-28 | 2020-02-21 | 北京建筑大学 | Preparation method of decorative thin-wall rammed earth wall |
| CN110818346B (en) * | 2019-10-28 | 2022-03-15 | 北京建筑大学 | Preparation method of decorative thin-wall rammed earth wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190115 Termination date: 20200710 |