CN207686088U - A kind of anti-floating reinforced gypsum core model - Google Patents
A kind of anti-floating reinforced gypsum core model Download PDFInfo
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- CN207686088U CN207686088U CN201721687214.6U CN201721687214U CN207686088U CN 207686088 U CN207686088 U CN 207686088U CN 201721687214 U CN201721687214 U CN 201721687214U CN 207686088 U CN207686088 U CN 207686088U
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- diaphragm capsule
- box body
- hollow box
- capsule body
- floating
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Abstract
The utility model discloses a kind of anti-floating reinforced gypsum core models, including the first diaphragm capsule body and the second diaphragm capsule body, first diaphragm capsule body and the second diaphragm capsule body are made of top square boss and lower hollow box body two parts, anti-floating bar slot transition structure is formed between square boss surrounding side wall and hollow box body, hollow inboard wall of cartridge has poured cross reinforcing rib, hollow box body is divided into four equal-sized rectangular inner grooves by cross reinforcing rib, each rectangular inner groove inner wall is additionally provided with cross recess lattice, cross recess lattice depth is the one third of hollow box body thickness, second diaphragm capsule outer rim quadrangle is integrally formed limited position protrusion, first diaphragm capsule outer rim quadrangle is provided with the limiting groove to match with limit protrusion, and limit protrusion is inserted into limiting groove.The utility model solves the structural collapse that current plaster cavity die box is be easy to cause, and ties up fixed unstable problem with binding reinforcing bars.
Description
Technical field
The utility model is related to plaster mould box technical field, specially a kind of anti-floating reinforced gypsum core model.
Background technology
Plaster cavity die box is general in being widely used for hollow floor project in the prior art, and there are also a large amount of using packet
Contain or the industrial wastes such as gypsum not comprising reinforcing glass fiber become filling with permanent built-in pore-forming core by Mold Making
Mould, plaster mould box has the advantages such as rapid shaping, measure of anti float simplicity, the quick maturation of construction technology, and plaster mould box is public
The large spans hollow concrete beamless floor slab building body such as building, basement engineering, market, square, workshop, storage, teaching building, multi-storey building
It has been used widely in system, and has had become the outstanding person in fill mould built in hollow floor, cost, promotion are reduced in engineering
Architecture quality etc. has great advantage.
There are in place of following technical deficiency for existing plaster cavity die box：
1. existing plaster cavity die box is mostly simple in structure, lack structural strengthening mechanism, under powerful external pressure,
It is easy to cause the structural collapse of plaster cavity die box.
2. existing plaster cavity die box lacks anti-floating bar slot structure, during fixed with binding reinforcing bars, it may appear that
Fixed unstable problem.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of anti-floating reinforced gypsum core model, solves at present
The structural collapse that be easy to cause of plaster cavity die box, and it ties up fixed unstable problem with binding reinforcing bars.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions：A kind of anti-floating reinforced gypsum core model, including
First diaphragm capsule body and the second diaphragm capsule body, and the first diaphragm capsule body and the second diaphragm capsule body size are identical, the first diaphragm capsule body and
Second diaphragm capsule body is made of top square boss and lower hollow box body two parts, and the volume of the square boss is less than
The volume of hollow box body, and the square boss and hollow box body are an integral structure, the square boss surrounding side wall
Anti-floating bar slot transition structure is formed between hollow box body, the hollow inboard wall of cartridge has poured cross reinforcing rib, and described ten
The height of word reinforcing rib is the one third of hollow box body height, and hollow box body is divided into four sizes by the cross reinforcing rib
Equal rectangular inner groove, each rectangular inner groove inner wall are additionally provided with cross recess lattice, and the cross recess lattice depth is hollow box
The one third of body thickness, the second diaphragm capsule outer rim quadrangle are integrally formed limited position protrusion, the first diaphragm capsule body
Outer edge quadrangle is provided with the limiting groove to match with limit protrusion, and the limit protrusion is inserted into limiting groove.
Preferably, the anti-floating bar slot cross-section is specially arcuate structure.
Preferably, the first diaphragm capsule body and the second diaphragm capsule body center offer vertical core.
Preferably, the first diaphragm capsule body and the external wall quadrangle of the second diaphragm capsule are both provided with chamfering.
Preferably, embedded handle slot, and the embedded handle slot are both provided on the hollow box body both sides outer wall
Depth is the one third of hollow box side wall thickness.
(3) advantageous effect
The utility model provides a kind of anti-floating reinforced gypsum core model, has following advantageous effect：
(1), the utility model can enhance whole structural strength by the way that square boss is arranged in mould and top, and
When multiple diaphragm capsules are superimposed and place, the square boss of previous diaphragm capsule can be accommodated in the hollow tray interior of the latter, both
Occupied space, convenience in transport can be reduced, and support can be played the role of；
(2), the utility model between square boss surrounding side wall and hollow box body by being arranged anti-floating bar slot transition
Reinforcing bar can be attached in anti-floating bar slot so that gypsum core model closely connects with reinforcing bar by structure when carrying out binding reinforcing bars operation
Connect, play the role of good anti-floating, and can not grudge connect between structure it is even closer.
(3), the utility model can play enhancing gypsum core model by having poured cross reinforcing rib in hollow inboard wall of cartridge
The purpose of overall construction intensity can ensure the core simultaneously because being uniformly distributed with cross recess lattice in four rectangular inner grooves
Structural strength inside mould between each section is suitable.
(4), the utility model is by the second integrally formed setting limit protrusion in diaphragm capsule outer rim quadrangle, first
The limiting groove to match with limit protrusion is arranged in diaphragm capsule outer rim quadrangle, when needing the first diaphragm capsule body and the second diaphragm capsule body
It fastens in use, the purpose of positioning can be realized in limit protrusion by injecting limit protrusion so that the two fastens accurate
Neatly.
Description of the drawings
Fig. 1 is the first mould tray interior structural schematic diagram of the utility model；
Fig. 2 is the first mould box portion outside structural schematic diagram of the utility model；
Structural schematic diagram when Fig. 3 is the first diaphragm capsule body and the second diaphragm capsule body closure of the utility model.
In figure：First diaphragm capsule body 1, cross reinforcing rib 2, limiting groove 3, rectangular inner groove 4, cross recess lattice 5, anti-floating bar slot 6,
Vertical core 7, square boss 8, hollow box body 9, limit protrusion 10, embedded handle slot 11, chamfering 12, the second diaphragm capsule body 13.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Figs. 1-3, the utility model provides a kind of technical solution：A kind of anti-floating reinforced gypsum core model, including the
One diaphragm capsule body 1 and the second diaphragm capsule body 13, and the first diaphragm capsule body 1 is identical with 13 size of the second diaphragm capsule body, the first diaphragm capsule body 1 and second
Diaphragm capsule body 13 is made of top square boss 8 and 9 two parts of lower hollow box body, and the volume of square boss 8 is less than sky
The volume of heart box body 9, and square boss 8 and hollow box body 9 are an integral structure, 8 surrounding side wall of square boss with it is hollow
6 transition structure of anti-floating bar slot is formed between box body 9,6 section of anti-floating bar slot is specially arcuate structure, is carried out using this gypsum core model
When being laid with operation, the first diaphragm capsule body 1 and the second diaphragm capsule body 13 are mutually fastened first, form multiple plaster mould box structures, then
It is laid at the construction field (site).
By the way that square boss 8 is arranged in mould and top, whole structural strength can be enhanced, and be superimposed in multiple diaphragm capsules
When placement, the square boss 8 of previous diaphragm capsule can be accommodated in inside the hollow box body of the latter 9, it is empty that occupancy can be reduced
Between, convenience in transport, and support can be played the role of；It is anti-by being arranged between 8 surrounding side wall of square boss and hollow box body 9
Reinforcing bar can be attached in anti-floating bar slot 6 by floating 6 transition structure of muscle slot when carrying out binding reinforcing bars operation so that gypsum core model and
Reinforcing bar closely connects, and plays the role of good anti-floating, and can not grudge connect between structure it is even closer.
9 inner wall of hollow box body has poured cross reinforcing rib 2, and three that the height of cross reinforcing rib 2 is 9 height of hollow box body
/ mono-, hollow box body 9 is divided into four equal-sized rectangular inner grooves 4,4 inner wall of each rectangular inner groove by cross reinforcing rib 2
Cross recess lattice 5 are additionally provided with, 5 depth of cross recess lattice is the one third of 9 thickness of hollow box body, by 9 inner wall of hollow box body
Cross reinforcing rib 2 has been poured, the purpose of enhancing gypsum core model overall construction intensity can have been played, simultaneously because in four rectangles
Slot 4 is uniformly distributed with cross recess lattice 5, can ensure that the structural strength inside the core model between each section is suitable.
Second diaphragm capsule body, 13 outer edge quadrangle is integrally formed limited position protrusion 10, and 1 outer edge quadrangle of the first diaphragm capsule body is set
It is equipped with the limiting groove 3 to match with limit protrusion 10, and limit protrusion 10 is inserted into limiting groove 3, the first diaphragm capsule body 1 and the
Two diaphragm capsule bodies, 13 center offers vertical core 7；By in the integrally formed setting limit in 13 outer edge quadrangle of the second diaphragm capsule body
Position protrusion 10, the limiting groove 3 that setting matches with limit protrusion 10 in 1 outer edge quadrangle of the first diaphragm capsule body, when needing the
One diaphragm capsule body 1 and the second diaphragm capsule body 13 fasten in use, can be realized in limit protrusion 10 by injecting limit protrusion 10
The purpose of positioning so that the two fastens accurate neat.
Sharp corner in order to reduce diaphragm capsule damages construction personnel, outside the first diaphragm capsule body 1 and the second diaphragm capsule body 13
Wall quadrangle is both provided with chamfering 12.
Construction when, in order to facilitate construction personnel carry diaphragm capsule, facilitate be both provided on 9 both sides outer wall of hollow box body it is embedded
Formula handle groove 11, and the one third that 11 depth of embedded handle slot is 9 sidewall thickness of hollow box body
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of anti-floating reinforced gypsum core model, including the first diaphragm capsule body (1) and the second diaphragm capsule body (13), and first diaphragm capsule
Body (1) is identical with the second diaphragm capsule body (13) size, it is characterised in that：The first diaphragm capsule body (1) and the second diaphragm capsule body (13) are equal
It is made of top square boss (8) and lower hollow box body (9) two parts, the volume of the square boss (8) is less than sky
The volume of heart box body (9), and the square boss (8) and hollow box body (9) are an integral structure, the square boss
(8) anti-floating bar slot (6) transition structure is formed between surrounding side wall and hollow box body (9), hollow box body (9) inner wall has poured
Cross reinforcing rib (2), and the one third that the height of the cross reinforcing rib (2) is hollow box body (9) height, the cross add
Hollow box body (9) is divided into four equal-sized rectangular inner grooves (4) by strengthening tendons (2), and each rectangular inner groove (4) inner wall is also
Cross recess lattice (5) are provided with, cross recess lattice (5) depth is the one third of hollow box body (9) thickness, second diaphragm capsule
It is raised (10) that body (13) outer edge quadrangle is integrally formed limited position, the first diaphragm capsule body (1) outer edge quadrangle be provided with
The limiting groove (3) that limit protrusion (10) matches, and the limit protrusion (10) is inserted into limiting groove (3).
2. a kind of anti-floating reinforced gypsum core model according to claim 1, it is characterised in that：The anti-floating bar slot (6) is cut
Mask body is arcuate structure.
3. a kind of anti-floating reinforced gypsum core model according to claim 1, it is characterised in that：The first diaphragm capsule body (1)
Vertical core (7) is offered with second diaphragm capsule body (13) center.
4. a kind of anti-floating reinforced gypsum core model according to claim 1 or 2, it is characterised in that：The first diaphragm capsule body
(1) and second diaphragm capsule body (13) outer wall quadrangle is both provided with chamfering (12).
5. a kind of anti-floating reinforced gypsum core model according to claim 1, it is characterised in that：The hollow box body (9) two
Embedded handle slot (11) is both provided on the outer wall of side, and the embedded handle slot (11) depth is hollow box body (9) side wall
The one third of thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721687214.6U CN207686088U (en) | 2017-12-07 | 2017-12-07 | A kind of anti-floating reinforced gypsum core model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721687214.6U CN207686088U (en) | 2017-12-07 | 2017-12-07 | A kind of anti-floating reinforced gypsum core model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207686088U true CN207686088U (en) | 2018-08-03 |
Family
ID=62996505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721687214.6U Expired - Fee Related CN207686088U (en) | 2017-12-07 | 2017-12-07 | A kind of anti-floating reinforced gypsum core model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207686088U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577647A (en) * | 2018-12-11 | 2019-04-05 | 山东建筑大学 | One kind is from anti-floating plastics diaphragm capsule and construction method |
| CN110439162A (en) * | 2019-08-27 | 2019-11-12 | 中冶建工集团有限公司 | The construction technology of cast-in-situ hollow building roof |
-
2017
- 2017-12-07 CN CN201721687214.6U patent/CN207686088U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577647A (en) * | 2018-12-11 | 2019-04-05 | 山东建筑大学 | One kind is from anti-floating plastics diaphragm capsule and construction method |
| CN110439162A (en) * | 2019-08-27 | 2019-11-12 | 中冶建工集团有限公司 | The construction technology of cast-in-situ hollow building roof |
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| 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: 20180803 Termination date: 20191207 |