CN204098051U - Novel porous precast concrete is forming moulding bed - Google Patents
Novel porous precast concrete is forming moulding bed Download PDFInfo
- Publication number
- CN204098051U CN204098051U CN201420512286.7U CN201420512286U CN204098051U CN 204098051 U CN204098051 U CN 204098051U CN 201420512286 U CN201420512286 U CN 201420512286U CN 204098051 U CN204098051 U CN 204098051U
- Authority
- CN
- China
- Prior art keywords
- template
- square groove
- block template
- moulding bed
- colloid layer
- 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.)
- Expired - Fee Related
Links
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model relates to concrete moulding bed technical field, be specifically related to novel porous precast concrete forming moulding bed, comprise the loose tool unit be fixedly installed on described foundation pad, described each template plate body is fixedly connected with by the first powerful colloid layer each other by least four pieces of templates, the upper surface both ends of described every block template are respectively equipped with a horizontal square groove, are also provided with a horizontal arc boss between upper surface two horizontal square grooves of described every block template; The soffit both ends of described every block template are respectively equipped with described horizontal square groove, are provided with the transverse arc connected in star matched with described horizontal arc boss between soffit two horizontal square grooves of described every block template; The utility model adopts said structure, can disposablely install, and make this loose tool sound construction reliable, and installation rate is fast, practical operation is easy, meets job site execution conditions; This template can be cut arbitrarily simultaneously, eliminates brick-building art, saves labour.
Description
Technical field
The utility model relates to concrete moulding bed technical field, and it is forming moulding bed to be specifically related to novel porous precast concrete.
Background technology
At present, in building trade, during traditional construction foundation working, the side forms such as basic grade beam, independent cushion cap, sump not easily remove position, general independent shoveling, often can adopt brick loose tool, namely build brick loose tool by laying bricks or stones as template.Brick loose tool needs construction worker to build fragment of brick by laying bricks or stones in foundation ditch, therefore need larger construction space, this just needs the area that excavation is larger when excavation pit, after brick loose tool has been constructed, form the space of dog between brick loose tool and foundation pit walls, need to backfill a large amount of earth, waste manpower and materials, add working procedure, extend the engineering time.
In prior art, useful sheet material loose tool substitutes traditional brick loose tool, and above-mentioned sheet material loose tool employing connector carries out installation with securing member and sleeve pipe and is connected, and thus there is installation rate slow, practical operation difficulty, does not meet the features such as job site execution conditions.
Utility model content:
The purpose of this utility model is to provide one and can disposablely installs, simple to operate, easy for installation, and sound construction, construction speed is fast, and the novel porous precast concrete that construction quality is good is forming moulding bed.
In order to solve the problem existing for background technology, the utility model is by the following technical solutions: novel porous precast concrete is forming moulding bed, comprise the loose tool unit be fixedly installed on described foundation pad, described loose tool unit is cross shape, described loose tool unit comprises four template plate bodys be symmetrically set, and described four template plate bodys form a die cavity.
Described each template plate body is fixedly connected with by the first powerful colloid layer each other by least four pieces of templates, the upper surface both ends of described every block template are respectively equipped with a horizontal square groove, are also provided with a horizontal arc boss between upper surface two horizontal square grooves of described every block template; The soffit both ends of described every block template are respectively equipped with described horizontal square groove, are provided with the transverse arc connected in star matched with described horizontal arc boss between soffit two horizontal square grooves of described every block template; The front surface both ends of described every block template are respectively equipped with a vertical square groove; The both ends, rear surface of described every block template are respectively equipped with described vertical square groove.
The soffit of described every block template is fixedly connected on described foundation pad by the second powerful colloid layer, described first powerful colloid layer is bonded in described horizontal square groove and vertical square groove, and described second powerful colloid layer is bonded in described horizontal square groove.
Further, described first powerful colloid layer and the second powerful colloid layer include the first epoxy glue mud layer, fiber mesh layer and the second epoxy glue mud layer, and described fiber mesh layer is arranged between described first epoxy glue mud layer and the second epoxy glue mud layer.
Further, the cross section of described first powerful colloid layer is square-shaped.
Further, the cross section of described second powerful colloid layer is trapezoidal shape.
Further, the degree of depth of described horizontal square groove and vertical square groove is 3-5mm.
Further, the side uniform intervals of described every block template is provided with several cross through hole.
The utility model has following beneficial effect: novel porous precast concrete described in the utility model is forming moulding bed, comprise the loose tool unit be fixedly installed on described foundation pad, described each template plate body is fixedly connected with by the first powerful colloid layer each other by least four pieces of templates, the upper surface both ends of described every block template are respectively equipped with a horizontal square groove, are also provided with a horizontal arc boss between upper surface two horizontal square grooves of described every block template; The soffit both ends of described every block template are respectively equipped with described horizontal square groove, are provided with the transverse arc connected in star matched with described horizontal arc boss between soffit two horizontal square grooves of described every block template; The utility model adopts said structure, can disposablely install, and make this loose tool sound construction reliable, and installation rate is fast, practical operation is easy, meets job site execution conditions; This template can be cut arbitrarily simultaneously, eliminates brick-building art, saves labour.In addition, this loose tool structure is simple, easy for installation, low cost of manufacture, is easy to promote and use.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of template in the utility model.
Fig. 3 is the front view of Fig. 2.
Fig. 4 is the lateral view of Fig. 2.
Fig. 5 is the sectional view of the first powerful colloid layer in the utility model.
Fig. 6 is the sectional view of the second powerful colloid layer in the utility model.
Detailed description of the invention
With reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, this detailed description of the invention is by the following technical solutions: novel porous precast concrete is forming moulding bed, comprise the loose tool unit be fixedly installed on described foundation pad 1, described loose tool unit is cross shape, described loose tool unit comprises four template plate bodys 2 be symmetrically set, described four template plate bodys 2 form a die cavity 3, wherein, this template plate body 2 adopts plank or steel plate to make, can effectively strengthen lateral pressure resistant ability like this, and reduce manufacturing cost.
Described each template plate body 2 is fixedly connected with by the first powerful colloid layer 5 each other by least four pieces of templates 4, the upper surface both ends of described every block template 4 are respectively equipped with a horizontal square groove 6, are also provided with a horizontal arc boss 7 between upper surface two horizontal square grooves of described every block template 4; The soffit both ends of described every block template 4 are respectively equipped with described horizontal square groove 6, are provided with the transverse arc connected in star 8 matched with described horizontal arc boss 7 between the horizontal square groove 6 of soffit two of described every block template 4; The front surface both ends of described every block template 4 are respectively equipped with a vertical square groove 9; The both ends, rear surface of described every block template 4 are respectively equipped with described vertical square groove 9; In the present embodiment, between the upper surface of every block template 4 and its soffit, be stacked as arcuate relief fit structure.
The soffit of described every block template 4 is fixedly connected on described foundation pad 2 by the second powerful colloid layer 10, described first powerful colloid layer 5 is bonded in described horizontal square groove 6 and vertical square groove 9, and described second powerful colloid layer 10 is bonded in described horizontal square groove 6.In the present embodiment, above-mentioned first powerful colloid layer 5 and the second powerful colloid layer 10 include the first epoxy glue mud layer 11, fiber mesh layer 12 and the second epoxy glue mud layer 13, described fiber mesh layer 12 is arranged between described first epoxy glue mud layer 11 and the second epoxy glue mud layer 13, wherein, first epoxy glue mud layer 11 and the second epoxy glue mud layer 13 add the mixed mixing clay of cement for building instant dissolving glue powder, in use, carry out bonding to touch grey corner protector mode, after it solidifies, make above-mentioned template directly bonding or directly bonding between template with foundation pad with between template.
With reference to Fig. 5, the cross section of described first powerful colloid layer 5 is square-shaped, in the present embodiment, when being connected between template with template, by carrying out bonding first powerful colloid layer 5 to touch grey corner protector mode in the groove of connection part of templates, make to be connected between template with template and to be connected firmly, reliably, and the first powerful colloid layer 5 flushes with template, has the features such as neat, attractive in appearance.
With reference to Fig. 6, the cross section of described second powerful colloid layer 10 is trapezoidal shape, in the present embodiment, when wanting to be connected between template with foundation pad, by carrying out bonding second powerful colloid layer 10 to touch grey corner protector mode in the groove of its brace, and be designed to trapezoidal shape, make to be connected between template with foundation pad more firmly, reliably, strengthen its stability further.
Wherein, with reference to Fig. 3, the degree of depth of described horizontal square groove 6 and vertical square groove 9 is 3-5mm.
With reference to Fig. 3, the side uniform intervals of described every block template 4 is provided with several cross through hole 14, in the present embodiment, this cross through hole 14 is 7, also can be less than 7 simultaneously, its concrete number can decide according to the size of job site loose tool plate, and so first reduce manufacturing cost, next has the features such as light weight.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, other amendments that those of ordinary skill in the art make the technical solution of the utility model or equivalently to replace, only otherwise depart from the spirit and scope of technical solutions of the utility model, all should be encompassed in the middle of right of the present utility model.
Claims (6)
1. novel porous precast concrete is forming moulding bed, comprise the loose tool unit be fixedly installed on described foundation pad (1), it is characterized in that, described loose tool unit is cross shape, described loose tool unit comprises four template plate bodys (2) be symmetrically set, and described four template plate bodys (2) form a die cavity (3);
Described each template plate body (2) is fixedly connected with by the first powerful colloid layer (5) each other by least four pieces of templates (4), the upper surface both ends of described every block template (4) are respectively equipped with a horizontal square groove (6), are also provided with a horizontal arc boss (7) between upper surface two horizontal square grooves of described every block template (4); The soffit both ends of described every block template (4) are respectively equipped with described horizontal square groove (6), are provided with the transverse arc connected in star (8) matched with described horizontal arc boss (7) between soffit two horizontal square grooves (6) of described every block template (4); The front surface both ends of described every block template (4) are respectively equipped with a vertical square groove (9); The both ends, rear surface of described every block template (4) are respectively equipped with described vertical square groove (9);
The soffit of described every block template (4) is fixedly connected on described foundation pad (2) by the second powerful colloid layer (10), described first powerful colloid layer (5) is bonded in described horizontal square groove (6) and vertical square groove (9), and described second powerful colloid layer (10) is bonded in described horizontal square groove (6).
2. novel porous precast concrete according to claim 1 is forming moulding bed, it is characterized in that, described first powerful colloid layer (5) and the second powerful colloid layer (10) include the first epoxy glue mud layer (11), fiber mesh layer (12) and the second epoxy glue mud layer (13), and described fiber mesh layer (12) is arranged between described first epoxy glue mud layer (11) and the second epoxy glue mud layer (13).
3. novel porous precast concrete according to claim 1 is forming moulding bed, it is characterized in that, the cross section of described first powerful colloid layer (5) is square-shaped.
4. novel porous precast concrete according to claim 1 is forming moulding bed, it is characterized in that, the cross section of described second powerful colloid layer (10) is trapezoidal shape.
5. novel porous precast concrete according to claim 1 is forming moulding bed, it is characterized in that, the degree of depth of described horizontal square groove (6) and vertical square groove (9) is 3-5mm.
6. novel porous precast concrete according to claim 1 is forming moulding bed, it is characterized in that, the side uniform intervals of described every block template (4) is provided with several cross through hole (14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420512286.7U CN204098051U (en) | 2014-09-01 | 2014-09-01 | Novel porous precast concrete is forming moulding bed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420512286.7U CN204098051U (en) | 2014-09-01 | 2014-09-01 | Novel porous precast concrete is forming moulding bed |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204098051U true CN204098051U (en) | 2015-01-14 |
Family
ID=52266494
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420512286.7U Expired - Fee Related CN204098051U (en) | 2014-09-01 | 2014-09-01 | Novel porous precast concrete is forming moulding bed |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204098051U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105970986A (en) * | 2016-05-24 | 2016-09-28 | 广西建工集团第三建筑工程有限责任公司 | Assembled type GRC board moulding bed for foundation pit or foundation trench and construction method thereof |
-
2014
- 2014-09-01 CN CN201420512286.7U patent/CN204098051U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105970986A (en) * | 2016-05-24 | 2016-09-28 | 广西建工集团第三建筑工程有限责任公司 | Assembled type GRC board moulding bed for foundation pit or foundation trench and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
CN106320706A (en) | Masonry-wall line-pipe, line-groove and line-box burying construction method | |
CN101820156B (en) | Combined cable trench | |
CN204898715U (en) | Assembled precast concrete child mould of basis cushion cap | |
CN103161241A (en) | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof | |
CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
CN104328790B (en) | Cast-in-situ sprayed concrete hidden bearing platform and hidden ground beam molding bed | |
CN107447980A (en) | A kind of building plastic formwork and its installation method for substituting brick fetal membrane | |
CN204098051U (en) | Novel porous precast concrete is forming moulding bed | |
CN203559431U (en) | Precast guide wall of underground diaphragm wall | |
CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
CN2937300Y (en) | FRP vinyl glass fibre reinfroced plastic strengthening rib cage | |
CN203049588U (en) | Pit-in-pit cylindrical mould | |
CN105133630A (en) | Prefabricated part for constructing foundation forming molds | |
CN204690769U (en) | The assembled loose tool plate of precast concrete foundation | |
CN101513813B (en) | Large-scale hollowed-out embossed hollow stone column construction method | |
CN204112586U (en) | A kind of building operations precast plate formwork | |
CN204112364U (en) | A kind of brick fetal membrane structure | |
CN204370426U (en) | A kind of retaining wall construction equipment based on multilayer template | |
CN206174444U (en) | Porous prefabricated profiled child mould | |
CN203066494U (en) | Spatula | |
CN106930307A (en) | The foundation beam prefabricated board and its assembly construction method of a kind of replacement brick fetal membrane | |
CN201943244U (en) | Hollow block for buildings | |
CN205530929U (en) | Building garbage recovery's foraminiferous building block of three public generating circle head crosss and brickwork thereof | |
CN203583510U (en) | Side calcium silicate board mold for foundation platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20150114 Termination date: 20200901 |