CN110154218A - Compoboard is used in a kind of filling of foam concrete - Google Patents
Compoboard is used in a kind of filling of foam concrete Download PDFInfo
- Publication number
- CN110154218A CN110154218A CN201910566542.8A CN201910566542A CN110154218A CN 110154218 A CN110154218 A CN 110154218A CN 201910566542 A CN201910566542 A CN 201910566542A CN 110154218 A CN110154218 A CN 110154218A
- Authority
- CN
- China
- Prior art keywords
- plate shell
- hole
- compoboard
- foam concrete
- plate
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/50—Producing shaped prefabricated articles from the material specially adapted for producing articles of expanded material, e.g. cellular concrete
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Press-Shaping Or Shaping Using Conveyers (AREA)
Abstract
The invention discloses a kind of foam concrete filling compoboards, belong to concrete combined board field, a kind of foam concrete filling compoboard, including plate shell, the upper end of plate shell offers sprue gate, a pair of of limited block is equipped in sprue gate, and limited block and the inner wall at sprue gate are connected to one, digging on limited block has threaded hole, screw thread support rod is connected in threaded hole, the left and right ends of plate shell, which are dug, multiple jacks, reinforcing bar is inserted between a pair of of jack in same horizontal line, the outer end of reinforcing bar is socketed with a pair of of stop nut, and a pair of of stop nut is located at the two sides of plate shell, the side of plate shell is dug and is put into hole, and hole is put between jack and limited block, digging on the inner wall of plate shell has sliding slot, sliding slot is located at the upside of jack and communicates with hole is put into, slidably connected in sliding slot to Pressing plate may be implemented to increase the intensity that foam concrete loads compoboard.
Description
Technical field
The present invention relates to concrete combined board fields, more specifically to a kind of foam concrete filling compoboard.
Background technique
Foam concrete be foaming agent is mechanically sufficiently foamed by the foamed system of foaming machine, and by foam with
Cement slurry uniformly mixes, and then cast-in-place construction or mold molding is carried out by the pumping system of foaming machine, through natural curing institute shape
At a kind of novel light insulation material containing a large amount of sealed porositys.Foam concrete contains a large amount of sealed porositys, light-weight,
And it can keep the temperature.
In recent years, all paying much attention to the research and development of foam concrete both at home and abroad, make its answering in building neck city
With more and more extensively.But existing foam concrete filling compoboard haves the defects that low strength in the application, and performance has
Wait be further improved.
Summary of the invention
1. technical problems to be solved
Aiming at the problems existing in the prior art, the purpose of the present invention is to provide a kind of foam concrete to load with combination
Plate, it may be implemented to increase the intensity that foam concrete loads compoboard.
2. technical solution
To solve the above problems, the present invention adopts the following technical scheme that.
A kind of foam concrete filling compoboard, including plate shell, the upper end of the plate shell offer sprue gate, institute
It states and is equipped with a pair of of limited block in sprue gate, and limited block and the inner wall at sprue gate are connected to one, and open on the limited block
It is carved with threaded hole, screw thread support rod is connected in the threaded hole, the left and right ends of the plate shell, which are dug, multiple jacks, position
It is inserted with reinforcing bar between a pair jack in same horizontal line, the outer end of the reinforcing bar is socketed with a pair of of stop nut,
And a pair of of stop nut is located at the two sides of plate shell, the side of the plate shell, which is dug, is put into hole, and is put into hole and is located at
Between jack and limited block, digging on the inner wall of the plate shell has a sliding slot, the sliding slot be located at the upside of jack and be put into
Hole communicates, and slidably connects in the sliding slot and compresses plate, and the upper end for compressing plate is in contact with the lower end of screw thread support rod, Ke Yishi
Now increase the intensity that foam concrete loads compoboard.
Further, elastic seal ring is equipped between the plate shell and stop nut, and elastic seal ring is socketed in steel
The outer end of muscle makes the concrete in plate shell be not easy to overflow between reinforcing bar and the gap of jack.
Further, digging in the middle part of the lower end of the plate shell has peep hole, is connected with stud in the peep hole, backs out
Stud can check whether the injection of concrete reaches bottom by peep hole.
Further, the outer end of the stud is fixedly connected with restraining position ring block, between the stop collar and stud upper end away from
It from the depth for being equal to peep hole, is limited by stop collar, the interior bottom end of the upper end for making peep hole and plate shell is located at same level
Line.
Further, the upper end for compressing plate, which is dug, the swivelling chute to match with the bottom end of screw thread support rod, and screw thread
The lower end of support rod is in contact with the interior bottom end of swivelling chute, can make to compress plate by the blocking of swivelling chute and be not easy to go out from being put into hole again
It goes.
Further, the inner end of the swivelling chute is fixedly connected with elastic mattress, increases screw thread support rod and compresses to plate is compressed
The upper end of dynamics, the elastic mattress is equipped with polishing layer, reduces screw thread support rod and compresses the friction between plate, supports conducive to rotation screw thread
Bar.
Further, it is fixedly connected with equally distributed multiple frosted protrusions on the inner wall of the plate shell, makes concrete
It is not susceptible to mutually be displaced between the inner wall of plate shell after molding.
3. beneficial effect
Compared with the prior art, the present invention has the advantages that
(1) this programme may be implemented to increase the intensity that foam concrete loads compoboard.
(2) elastic seal ring is equipped between plate shell and stop nut, and elastic seal ring is socketed in the outer end of reinforcing bar, makes
Concrete in plate shell is not easy to overflow between reinforcing bar and the gap of jack.
(3) digging in the middle part of the lower end of plate shell has peep hole, is connected with stud in peep hole, backs out stud, passes through observation
Hole can check whether the injection of concrete reaches bottom, and the outer end of stud is fixedly connected with restraining position ring block, stop collar and stud upper end
The distance between be equal to peep hole depth, limited by stop collar, be located at the upper end of peep hole and the interior bottom end of plate shell
Same horizontal line.
(4) upper end for compressing plate, which is dug, the swivelling chute to match with the bottom end of screw thread support rod, and the lower end of screw thread support rod
It is in contact with the interior bottom end of swivelling chute, can make to compress plate by the blocking of swivelling chute and be not easy to go out from being put into hole again, swivelling chute
Inner end is fixedly connected with elastic mattress, increases screw thread support rod to the dynamics that compresses for compressing plate, the upper end of elastic mattress is equipped with polishing layer, subtracts
Minor thread support rod and the friction between plate is compressed, is conducive to rotation screw thread support rod.
(5) equally distributed multiple frosteds protrusion is fixedly connected on the inner wall of plate shell, make after concrete formation with plate
It is not susceptible to mutually be displaced between the inner wall of shell.
Detailed description of the invention
Fig. 1 is structural perspective of the invention;
Fig. 2 is positive structure schematic of the invention;
Fig. 3 is structural schematic diagram at A in Fig. 2.
Figure label explanation:
1 plate shell, 2 jacks, 3 reinforcing bars, 4 stop nuts, 5 peep holes, 6 studs, 7 limited blocks, 8 screw thread support rods, 9 sliding slots,
10 are put into hole, 11 compress plate, 12 sprue gates, 13 stop collars.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description;Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments, is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the instruction such as term " on ", "lower", "inner", "outside", " top/bottom end "
Orientation or positional relationship be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the present invention and simplification retouch
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it is not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only, and cannot understand
For indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " is set
Be equipped with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, be also possible to removable
Connection is unloaded, or is integrally connected;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be in
Between medium be indirectly connected, can be the connection inside two elements.It for the ordinary skill in the art, can be specific
Situation understands the concrete meaning of above-mentioned term in the present invention.
Embodiment 1:
A kind of foam concrete, which loads, referring to FIG. 1-2, uses compoboard, including plate shell 1, the upper end of plate shell 1 to open up
There is sprue gate 12, a pair of of limited block 7 be equipped in sprue gate 12, and limited block 7 and the inner wall at sprue gate 12 are connected to one,
Digging on limited block 7 has threaded hole, screw thread support rod 8 is connected in threaded hole, the left and right ends of plate shell 1, which are dug, multiple insert
Hole 2 is inserted with reinforcing bar 3 between a pair of of jack 2 in same horizontal line, and the outer end of reinforcing bar 3 is socketed with a pair of of stop nut
4, and a pair of of stop nut 4 is located at the two sides of plate shell 1, the side of plate shell 1, which is dug, is put into hole 10, and is put into hole 10
Between jack 2 and limited block 7, digging on the inner wall of plate shell 1 has a sliding slot 9, sliding slot 9 be located at the upside of jack 2 and with put
Enter hole 10 to communicate, slidably connected in sliding slot 9 and compress plate 11, and the upper end for compressing plate 11 is in contact with the lower end of screw thread support rod 8.
Elastic seal ring is equipped between plate shell 1 and stop nut 4, and elastic seal ring is socketed in the outer end of reinforcing bar 3, makes
Concrete in plate shell 1 is not easy to overflow between reinforcing bar 3 and the gap of jack 2, and the upper end for compressing plate 11, which is dug, to be had and screw thread
The swivelling chute that the bottom end of support rod 8 matches, and the lower end of screw thread support rod 8 is in contact with the interior bottom end of swivelling chute, passes through swivelling chute
Blocking can make to compress plate 11 and be not easy to go out from being put into hole 10 again, the inner end of swivelling chute is fixedly connected with elastic mattress, increases screw thread
Support rod 8 is equipped with polishing layer to the dynamics that compresses for compressing plate 11, the upper end of elastic mattress, reduces screw thread support rod 8 and compresses between plate 11
Friction, be conducive to rotation screw thread support rod 8, equally distributed multiple frosted protrusions be fixedly connected on the inner wall of plate shell 1, make to mix
It is not susceptible to mutually be displaced between the inner wall of plate shell 1 after solidifying earth forming.
Referring to Fig. 3, digging in the middle part of the lower end of plate shell 1 has peep hole 5, it is connected with stud 6 in peep hole 5, backs out spiral shell
Column 6 can check whether the injection of concrete reaches bottom by peep hole 5, and the outer end of stud 6 is fixedly connected with restraining position ring block 13,
The distance between stop collar 13 and 6 upper end of stud are equal to the depth of peep hole 5, are limited by stop collar 13, make the upper of peep hole 5
End and the interior bottom end of plate shell 1 are located at same horizontal line.
In use, multiple reinforcing bars 3 are inserted into from multiple jacks 2 respectively, increase the intensity of this concrete combined board, pass through limit
Position nut 4 limits reinforcing bar 3, and reinforcing bar 3 is made to be not easy to move left and right in jack 2, and multiple reinforcing bars 3 is made to be arranged above and below neatly, leads to
It crosses sprue gate 12 and injects concrete into plate shell 1, after concrete fills, plate 11 will be compressed and be inserted into from hole 10 is put into, until supporting
Pressing plate 11 is located in sliding slot 9 and can move up and down, and is then threaded into support rod 8 in the threaded hole on limited block 7, and turn spiral shell
Line support rod 8 compresses plate 11 to close to the direction movement for compressing plate 11, compresses plate 11 and squeezes concrete, is conducive to mix
Solidifying soil is more closely knit after forming in plate shell 1, further increases the intensity of compoboard.
The foregoing is intended to be a preferred embodiment of the present invention;But scope of protection of the present invention is not limited thereto.
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
It improves design and is subject to equivalent substitution or change, should be covered by the scope of protection of the present invention.
Claims (7)
1. a kind of foam concrete, which loads, uses compoboard, including plate shell (1), it is characterised in that: the upper end of the plate shell (1)
It offers sprue gate (12), a pair of of limited block (7), and limited block (7) and sprue gate (12) is equipped in the sprue gate (12)
Inner wall is connected to one, and digging on the limited block (7) has threaded hole, and screw thread support rod (8) are connected in the threaded hole,
The left and right ends of the plate shell (1), which are dug, multiple jacks (2), a pair jack (2) in same horizontal line
Between be inserted with reinforcing bar (3), the outer end of the reinforcing bar (3) is socketed with a pair of of stop nut (4), and a pair of of stop nut (4) point
Not Wei Yu plate shell (1) two sides, the side of the plate shell (1) digs and is put into hole (10), and is put into hole (10) and is located at and insert
Between hole (2) and limited block (7), digging on the inner wall of the plate shell (1) has sliding slot (9), and the sliding slot (9) is located at jack
(2) upside is simultaneously communicated with hole (10) is put into, and is slidably connected in the sliding slot (9) and is compressed plate (11), and compresses plate (11)
Upper end is in contact with the lower end of screw thread support rod (8).
2. a kind of foam concrete according to claim 1, which loads, uses compoboard, it is characterised in that: the plate shell (1)
Elastic seal ring is equipped between stop nut (4), and elastic seal ring is socketed in the outer end of reinforcing bar (3).
3. a kind of foam concrete according to claim 1, which loads, uses compoboard, it is characterised in that: the plate shell (1)
Lower end in the middle part of dig and have peep hole (5), is connected with stud (6) in the peep hole (5).
4. a kind of foam concrete according to claim 3, which loads, uses compoboard, it is characterised in that: the stud (6)
Outer end is fixedly connected restraining position ring block (13), and the distance between the stop collar (13) and stud (6) upper end are equal to peep hole (5)
Depth.
5. a kind of foam concrete according to claim 1, which loads, uses compoboard, it is characterised in that: described to compress plate (11)
Upper end dig and have a swivelling chute to match with the bottom end of screw thread support rod (8), and the lower end of screw thread support rod (8) and swivelling chute is interior
Bottom end is in contact.
6. a kind of foam concrete according to claim 5, which loads, uses compoboard, it is characterised in that: the swivelling chute it is interior
End is fixedly connected with elastic mattress, and the upper end of the elastic mattress is equipped with polishing layer.
7. a kind of foam concrete according to claim 1, which loads, uses compoboard, it is characterised in that: the plate shell (1)
Inner wall on be fixedly connected with equally distributed multiple frosteds protrusion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201910566542.8A CN110154218A (en) | 2019-06-27 | 2019-06-27 | Compoboard is used in a kind of filling of foam concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201910566542.8A CN110154218A (en) | 2019-06-27 | 2019-06-27 | Compoboard is used in a kind of filling of foam concrete |
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Publication Number | Publication Date |
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CN110154218A true CN110154218A (en) | 2019-08-23 |
Family
ID=67636975
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CN201910566542.8A Pending CN110154218A (en) | 2019-06-27 | 2019-06-27 | Compoboard is used in a kind of filling of foam concrete |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86100735A (en) * | 1985-01-29 | 1986-09-24 | 国民住宅产业株式会社 | Glazed cement product and manufacture method thereof |
CN201046585Y (en) * | 2007-03-06 | 2008-04-16 | 袁军 | Prestress type isostatic pressing mold |
GB2455284A (en) * | 2007-11-08 | 2009-06-10 | Poundfield Products Ltd | Brick faced concrete panel |
CN205325966U (en) * | 2015-12-23 | 2016-06-22 | 大连三川建筑科技有限公司 | Precast concrete roof beam is indulged location of muscle on mould and is sealed thick liquid device |
CN206090967U (en) * | 2016-03-15 | 2017-04-12 | 河南理工大学 | Perforation rib pull rod restraint double -layer steel plate concrete shear force wall |
CN208263089U (en) * | 2018-01-08 | 2018-12-21 | 天津丰泽混凝土预制构件有限公司 | A kind of adjustability environmental protection brick manufacture mold |
-
2019
- 2019-06-27 CN CN201910566542.8A patent/CN110154218A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86100735A (en) * | 1985-01-29 | 1986-09-24 | 国民住宅产业株式会社 | Glazed cement product and manufacture method thereof |
CN201046585Y (en) * | 2007-03-06 | 2008-04-16 | 袁军 | Prestress type isostatic pressing mold |
GB2455284A (en) * | 2007-11-08 | 2009-06-10 | Poundfield Products Ltd | Brick faced concrete panel |
CN205325966U (en) * | 2015-12-23 | 2016-06-22 | 大连三川建筑科技有限公司 | Precast concrete roof beam is indulged location of muscle on mould and is sealed thick liquid device |
CN206090967U (en) * | 2016-03-15 | 2017-04-12 | 河南理工大学 | Perforation rib pull rod restraint double -layer steel plate concrete shear force wall |
CN208263089U (en) * | 2018-01-08 | 2018-12-21 | 天津丰泽混凝土预制构件有限公司 | A kind of adjustability environmental protection brick manufacture mold |
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Application publication date: 20190823 |