CN207189929U - Roofing assembled concrete blast cap prefabricated mould - Google Patents
Roofing assembled concrete blast cap prefabricated mould Download PDFInfo
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- CN207189929U CN207189929U CN201720954304.0U CN201720954304U CN207189929U CN 207189929 U CN207189929 U CN 207189929U CN 201720954304 U CN201720954304 U CN 201720954304U CN 207189929 U CN207189929 U CN 207189929U
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Abstract
The utility model discloses a kind of roofing assembled concrete blast cap prefabricated mould, including external mold, the internal model being laid in the external mold and tongue and groove shaping mould for being molded concrete blast cap bottom tongue and groove, the tongue and groove shaping mould is laid in the inside bottom of the external mold and the bottom flush of the two, and the external mold and the internal model are in vertically to laying and the height of the two is identical；The concrete blast cap includes cap body and the top cover that is laid in the cap body, and the cap body is surrounded by four vertical walls and its cross section is rectangle, the thickness all same of four vertically walls.The utility model is simple in construction, processing and fabricating is convenient, input cost is low, can fast pouring mold that assembling is simple, good waterproof performance, the building roof concrete blast cap that durable in use, cost is cheap, efficiently solve more working procedure when existing blast cap makes, complex operation, the problems such as engineering time is long, input cost is high.
Description
Technical field
The utility model belongs to construction material technical field, and in particular to a kind of roofing assembled concrete blast cap prefabricated molds
Tool.
Background technology
It is well known that residential houses sets smoke discharge tube road, smoke discharge tube road with being required in industrial building building
Caused oil smoke, foul smell etc. in each family kitchen or in toilet are concentrated in together into the flue gas discharge opening through roof and are discharged into height
It is empty.This flue gas discharge structure, need setting to prevent wind, rain from pouring into exhaust gases passes on roof portion flue gas discharge opening, influence
The blast cap that flue gas is smoothly discharged.
And current building roof blast cap, all it is after building is built, is made by worker in roof flue gas discharge opening
Block is taken with brick and cement and interior exterior rendering forms, and the technique process is more, complex operation, builds that the blast cap time is long, lost labor, grasps
Make easily to influence using function accidentally and easily cause seepage, while the blast cap appearance that this method is made is coarse, is not easy finishing dress
Decorations, windproof and rain proof effect are poor.
Utility model content
Technical problem to be solved in the utility model is to be directed to above-mentioned deficiency of the prior art, there is provided one kind building
Roofing concrete blast cap prefabricated mould, internal model, external mold and tongue and groove shaping mould are applied in combination, can be by the concrete blast cap of bottom belt tongue and groove once
Pouring molding.
In order to solve the above technical problems, the technical solution adopted in the utility model is：Building roof concrete blast cap prefabricated mould,
It is characterized in that：It is molded including external mold, the internal model being laid in the external mold and the tongue and groove for being molded concrete blast cap bottom tongue and groove
Mould, the tongue and groove shaping mould are laid in the inside bottom of the external mold and the bottom flush of the two, the external mold with it is described interior
Mould in vertically to lay and the two height it is identical；The concrete blast cap includes cap body and the top cover being laid in the cap body,
The cap body is surrounded by four vertical walls and its cross section is rectangle, the thickness all same of four vertical walls；It is described
External mold includes the outer steel formwork plate being spliced by four pieces of outside plates, and the shape of cross section of the outer steel formwork plate is rectangle,
The outside plate is in vertically to the rectangular steel plates of laying, and external reinforcement frame is provided with the outside of every piece of outside plate
Frame；The internal model includes the inner side steel form formed by four pieces of inner side steel plate splicings, the shape of cross section of the inner side steel form
For rectangle, the inner side steel plate be in vertically to the rectangular steel plates of laying, being provided with the inside of every block of inner side steel plate in
Stiffening frame；Cavity between the outer steel formwork plate and the inner side steel form is the forming cavity of the cap body, the tongue and groove
Shaping mould be the rectangular frame that is surrounded by four lumps of wood and its be located at the forming cavity bottom, described in the width of the lumps of wood is less than
The thickness of vertical wall, the lateral wall of the tongue and groove shaping mould are close to the madial wall of the outer steel formwork plate.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The plate of the outside plate and the inner side steel plate
Thickness is 2mm~3mm.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The external reinforcement framework and the interior stiffening frame
It is steel frame, between the external reinforcement framework and the outer steel formwork plate and the interior stiffening frame and the inner side punching block
It is attached between plate with welding manner.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The external reinforcement framework and the interior stiffening frame
Mesh glyph framework to be spliced by six roots of sensation shaped steel rod member.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The shaped steel rod member is rectangular steel tube.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：Four external reinforcement frameworks in the external mold
Including two the first external reinforcement frameworks symmetrically laid and two the second external reinforcement frameworks symmetrically laid；Outside two described first
It is fastenedly connected and is integrated by two group of first horizontal tension member between framework, the first horizontal tension member is symmetrically laid in described in two groups
The both sides of the external reinforcement framework, the first horizontal tension member and the perpendicular laying of the first external reinforcement framework；Two institutes
State to be fastenedly connected by two group of second horizontal tension member between the second outer framework and be integrated, the second horizontal tension member pair described in two groups
Claim the both sides for being laid in the interior stiffening frame, the second horizontal tension member and the perpendicular cloth of the second external reinforcement framework
If.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The first horizontal tension member and second horizontal stroke
Include one to tension member and be separately mounted to the spacing of the steel tie both ends in the steel tie of horizontal layout and two
Part, the steel tie are spiral；The both sides of each external reinforcement framework and each interior stiffening frame are respectively provided with
There is the mounting seat for steel tie installation, the through hole passed through for the steel tie is provided with the mounting seat；Every institute
The both ends for stating steel tie are mounted in two mounting seats, and the locating part is installed on the outside of the mounting seat.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：First horizontal tension member described in every group includes more
Individual the described first horizontal tension member from top to bottom laid, the second horizontal tension member described in every group include multiple cloth from top to bottom
If the described second horizontal tension member.
Above-mentioned roofing assembled concrete blast cap prefabricated mould, it is characterized in that：The cap body top be provided with four in vertically to
Lay and the column that is supported to the top cover, four columns be quadrangular and its be laid in the cap body respectively
Above four drift angles, the structure snd size all same of four columns；
One piece of horizontal baffle, institute are provided between every piece of outside plate and the inner side steel plate on its inside
It is identical with the length of the inner side steel plate on its inside to state the length of horizontal baffle, the width of the horizontal baffle with it is described
The thickness of vertical wall is identical；Four pieces of horizontal baffles are respectively positioned in same level and it is respectively positioned on the outer mold top,
Be respectively formed a rectangular opening between adjacent two pieces of horizontal baffles, the structure snd size of the rectangular opening with the column
Cross-sectional structure is identical with size；
A column shaping mould for being used to be molded the column is provided with above four rectangular openings.
The utility model has advantages below compared with prior art:
1st, the traditional handicraft of roofing blast cap brick wall body is changed into integral prefabricated concrete wall, technique is simple, easily operated,
Shorten the duration.
2nd, made blast cap is installed using assembled, be connected by tongue and groove with roofing Bars In Poured Concrete Slab it is integral, it is easy for construction,
It is good waterproof performance, durable in use.
3rd, when this mould carries out prefabricated to concrete blast cap, clout when pouring concrete every time using job site is carried out, and is saved
Cost.
In summary, the utility model is simple in construction, processing and fabricating is convenient, input cost is low, being capable of fast pouring shaping
Go out to assemble simple, good waterproof performance, the building roof concrete blast cap that durable in use, cost is cheap, efficiently solve existing blast cap and make
When working procedure is more, complex operation, the problems such as engineering time is long, input cost is high.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model external mold and column shaping mould.
Fig. 3 is the layout position illustration of the utility model horizontal baffle.
Description of reference numerals:
1-tongue and groove shaping mould；2-outer steel formwork plate；3-external reinforcement framework；
4-inner side steel form；5-interior stiffening frame；6-steel tie；
7-horizontal baffle；8-column shaping mould；9-mounting seat.
Embodiment
As shown in Figure 1, Figure 2 and Figure 3, the utility model include external mold, the internal model that is laid in the external mold and for into
The tongue and groove shaping mould 1 of type concrete blast cap bottom tongue and groove, the tongue and groove shaping mould 1 be laid in the inside bottom of the external mold and the two
Bottom flush, the external mold and the internal model are in vertically to laying and the height of the two is identical；The concrete blast cap includes cap
Body and the top cover being laid in the cap body, the cap body is surrounded by four vertical walls and its cross section is rectangle, four institutes
State the thickness all same of vertical wall；The external mold includes the outer steel formwork plate 2 being spliced by four pieces of outside plates, described outer
The shape of cross section of side steel form 2 is rectangle, and the outside plate is in vertically to the rectangular steel plates of laying, every piece of outside
External reinforcement framework 3 is provided with the outside of steel plate；The internal model includes the inner side steel form formed by four pieces of inner side steel plate splicings
4, the shape of cross section of the inner side steel form 4 is rectangle, and the inner side steel plate is every piece in vertically to the rectangular steel plates of laying
Interior stiffening frame 5 is provided with the inside of the inner side steel plate；Between the outer steel formwork plate 2 and the inner side steel form 4
Cavity is the forming cavity of the cap body, and the tongue and groove shaping mould 1 is the rectangular frame and its surrounded by four lumps of wood positioned at described
Forming cavity bottom, the width of the lumps of wood are less than the thickness of the vertical wall, the lateral wall of the tongue and groove shaping mould 1 with it is described
The madial wall of outer steel formwork plate 2 is close to.
In the present embodiment, the thickness of slab of the outside plate and the inner side steel plate is 2mm~3mm, can during practice of construction
The outside plate from other thickness and the inner side steel plate as needed.
In the present embodiment, the external reinforcement framework 3 and the interior stiffening frame 5 are steel frame, the external reinforcement framework 3
Carried out between the outer steel formwork plate 2 and between the interior stiffening frame 5 and the inner side steel form 4 with welding manner
Connection.
During practice of construction, between the external reinforcement framework 3 and the outer steel formwork plate 2 and the interior stiffening frame 5 with
It can be also attached as needed using other manner between the inner side steel form 4.
In the present embodiment, the external reinforcement framework 3 and the interior stiffening frame 5 are to be spliced by six roots of sensation shaped steel rod member
Mesh glyph framework.
In the present embodiment, the shaped steel rod member is rectangular steel tube；During practice of construction, other types can be also selected as needed
Shaped steel rod member.
In the present embodiment, four external reinforcement frameworks 3 in the external mold include two symmetrically lay it is first additional
Gu framework and two the second external reinforcement frameworks symmetrically laid；Laterally drawn by two group first between two first outer frameworks
Knot part, which is fastenedly connected, to be integrated, and the first horizontal tension member described in two groups is symmetrically laid in the both sides of the external reinforcement framework 3, described
First horizontal tension member and the perpendicular laying of the first external reinforcement framework；Pass through two group between two second outer frameworks
Two horizontal tension members, which are fastenedly connected, to be integrated, and the second horizontal tension member is symmetrically laid in the interior stiffening frame 5 described in two groups
Both sides, the second horizontal tension member and the perpendicular laying of the second external reinforcement framework.
In the present embodiment, the first horizontal tension member and the second horizontal tension member are in horizontal layout including one
Steel tie 6 and two locating parts for being separately mounted to the both ends of steel tie 6, the steel tie 6 be spiral；
The both sides of each external reinforcement framework 3 and each interior stiffening frame 5 are provided with the peace for the steel tie 6 installation
Seat 9 is filled, the through hole passed through for the steel tie 6 is provided with the mounting seat 9；Pacify at the both ends of the every steel tie 6
Loaded in two mounting seats 9, the locating part is installed in the outside of mounting seat 9.
In the present embodiment, the first horizontal tension member described in every group includes multiple first transverse directions from top to bottom laid
Tension member, the second horizontal tension member described in every group include multiple the described second horizontal tension members from top to bottom laid.
In the present embodiment, the cap body top is provided with four in vertically to laying and the top cover is supported vertical
Post, four columns be quadrangular and its be laid in respectively above four drift angles of the cap body, four columns
Structure snd size all same；
One piece of horizontal baffle 7 is provided between every piece of outside plate and the inner side steel plate on its inside,
The length of the horizontal baffle 7 is identical with the length of the inner side steel plate on its inside, the width of the horizontal baffle 7 with
The thickness of the vertical wall is identical；Four pieces of horizontal baffles 7 are respectively positioned in same level and it is respectively positioned on the external mold
Top, is respectively formed a rectangular opening between adjacent two pieces of horizontal baffles 7, the structure snd size of the rectangular opening with it is described
The cross-sectional structure of column is identical with size；
A column shaping mould 8 for being used to be molded the column is provided with above four rectangular openings.
In the present embodiment, the column shaping mould 8 is made up of four pieces of rectangular steel plates or four pieces of planks.
In the present embodiment, the top cover is concrete placings top cover, and it is poured by top cover shaping die tool and formed.
During practice of construction, first the cap body is poured using the utility model, then using tower crane by pouring molding
After the cap body lifting in place, one layer of cement mortar is spread out and put at the top of four columns on the cap body top, and will be advance
The top cover of pouring molding is lifted and is supported on four columns.
It is described above, only it is preferred embodiment of the present utility model, not the utility model is imposed any restrictions, every
Any simple modification, change and the equivalent structure change made according to the utility model technical spirit to above example, still
Belong in the protection domain of technical solutions of the utility model.
Claims (9)
1. roofing assembled concrete blast cap prefabricated mould, it is characterised in that：Including external mold, the internal model and use that are laid in the external mold
In the tongue and groove shaping mould (1) of shaping concrete blast cap bottom tongue and groove, the tongue and groove shaping mould (1) is laid in the inside bottom of the external mold
And the bottom flush of the two, the external mold and the internal model are in vertically to laying and the height of the two is identical；The concrete wind
Cap includes cap body and the top cover being laid in the cap body, and the cap body is surrounded by four vertical walls and its cross section is square
Shape, the thickness all same of four vertical walls；The external mold includes the outer steel formwork being spliced by four pieces of outside plates
Plate (2), the shape of cross section of the outer steel formwork plate (2) is rectangle, and the outside plate is in vertically to the rectangle steel of laying
Plate, external reinforcement framework (3) is provided with the outside of every piece of outside plate；The internal model is included by four pieces of inner side steel plate splicings
The inner side steel form (4) formed, the shape of cross section of the inner side steel form (4) is rectangle, and the inner side steel plate is in vertical
To the rectangular steel plates of laying, interior stiffening frame (5) is provided with the inside of every block of inner side steel plate；The outer steel formwork plate
(2) cavity between the inner side steel form (4) is the forming cavity of the cap body, and the tongue and groove shaping mould (1) is by four
Rectangular frame that the lumps of wood surrounds and its be located at the forming cavity bottom, the width of the lumps of wood is less than the thickness of the vertical wall
Degree, the lateral wall of the tongue and groove shaping mould (1) are close to the madial wall of the outer steel formwork plate (2).
2. according to the roofing assembled concrete blast cap prefabricated mould described in claim 1, it is characterised in that：The outside plate and institute
The thickness of slab for stating inner side steel plate is 2mm~3mm.
3. according to the roofing assembled concrete blast cap prefabricated mould described in claim 1 or 2, it is characterised in that：The external reinforcement frame
Frame (3) and the interior stiffening frame (5) are steel frame, between the external reinforcement framework (3) and the outer steel formwork plate (2) with
And it is attached between the interior stiffening frame (5) and the inner side steel form (4) with welding manner.
4. according to the roofing assembled concrete blast cap prefabricated mould described in claim 1 or 2, it is characterised in that：The external reinforcement frame
The mesh glyph framework of frame (3) and the interior stiffening frame (5) to be spliced by six roots of sensation shaped steel rod member.
5. according to the roofing assembled concrete blast cap prefabricated mould described in claim 4, it is characterised in that：The shaped steel rod member is side
Shape steel pipe.
6. according to the roofing assembled concrete blast cap prefabricated mould described in claim 1 or 2, it is characterised in that：In the external mold
Four external reinforcement frameworks (3) include two the first external reinforcement frameworks symmetrically laid and two second symmetrically laid are additional
Gu framework；It is fastenedly connected and is integrated by two group of first horizontal tension member between two the first external reinforcement frameworks, two groups of institutes
State the both sides that the first horizontal tension member is symmetrically laid in the external reinforcement framework (3), the first horizontal tension member and described the
The one perpendicular laying of external reinforcement framework；Connected between two the second external reinforcement frameworks by two group of second horizontal tension member fastening
One is connected in, the second horizontal tension member described in two groups is symmetrically laid in the both sides of the interior stiffening frame (5), and described second laterally
Tension member and the perpendicular laying of the second external reinforcement framework.
7. according to the roofing assembled concrete blast cap prefabricated mould described in claim 6, it is characterised in that：The first horizontal drawknot
Part and the second horizontal tension member include one and are separately mounted to the drawing in the steel tie (6) of horizontal layout and two
The locating part at reinforcing bar (6) both ends is tied, the steel tie (6) is spiral；Each external reinforcement framework (3) and each institute
The both sides for stating interior stiffening frame (5) are provided with mounting seat (9) for the steel tie (6) installation, on the mounting seat (9)
It is provided with the through hole passed through for the steel tie (6)；The both ends of the every steel tie (6) are mounted on two installations
In seat (9), the locating part is installed on the outside of the mounting seat (9).
8. according to the roofing assembled concrete blast cap prefabricated mould described in claim 6, it is characterised in that：First laterally described in every group
Tension member includes multiple the described first horizontal tension members from top to bottom laid, and the second horizontal tension member includes described in every group
Multiple the described second horizontal tension members from top to bottom laid.
9. according to the roofing assembled concrete blast cap prefabricated mould described in claim 1 or 2, it is characterised in that：The cap body top
Four are provided with the column laid and be supported to the top cover, four columns are quadrangular and its point vertically
It is not laid in above four drift angles of the cap body, the structure snd size all same of four columns；
One piece of horizontal baffle (7), institute are provided between every piece of outside plate and the inner side steel plate on its inside
It is identical with the length of the inner side steel plate on its inside to state the length of horizontal baffle (7), the width of the horizontal baffle (7)
It is identical with the thickness of the vertical wall；Four pieces of horizontal baffles (7) be respectively positioned in same level and its be respectively positioned on it is described
Outer mold top, a rectangular opening is respectively formed between adjacent two pieces of horizontal baffles (7), the structure snd size of the rectangular opening are equal
It is identical with the cross-sectional structure and size of the column；
A column shaping mould (8) for being used to be molded the column is provided with above four rectangular openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720954304.0U CN207189929U (en) | 2017-08-01 | 2017-08-01 | Roofing assembled concrete blast cap prefabricated mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720954304.0U CN207189929U (en) | 2017-08-01 | 2017-08-01 | Roofing assembled concrete blast cap prefabricated mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207189929U true CN207189929U (en) | 2018-04-06 |
Family
ID=61799889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720954304.0U Expired - Fee Related CN207189929U (en) | 2017-08-01 | 2017-08-01 | Roofing assembled concrete blast cap prefabricated mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207189929U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577571A (en) * | 2018-12-25 | 2019-04-05 | 山西五建集团有限公司 | Prefabricated assembled concrete roofing ventilating duct exports construction |
| CN111005558A (en) * | 2019-07-01 | 2020-04-14 | 中国二十冶集团有限公司 | Mould for manufacturing basic cavity concrete mould and using method thereof |
-
2017
- 2017-08-01 CN CN201720954304.0U patent/CN207189929U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577571A (en) * | 2018-12-25 | 2019-04-05 | 山西五建集团有限公司 | Prefabricated assembled concrete roofing ventilating duct exports construction |
| CN111005558A (en) * | 2019-07-01 | 2020-04-14 | 中国二十冶集团有限公司 | Mould for manufacturing basic cavity concrete mould and using method thereof |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 |
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| CF01 | Termination of patent right due to non-payment of annual fee |