CN207032853U - The hollow building form of double-layer coextrusion - Google Patents

The hollow building form of double-layer coextrusion Download PDF

Info

Publication number
CN207032853U
CN207032853U CN201720988909.1U CN201720988909U CN207032853U CN 207032853 U CN207032853 U CN 207032853U CN 201720988909 U CN201720988909 U CN 201720988909U CN 207032853 U CN207032853 U CN 207032853U
Authority
CN
China
Prior art keywords
building form
double
layer coextrusion
hollow building
top panel
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.)
Active
Application number
CN201720988909.1U
Other languages
Chinese (zh)
Inventor
秦波涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Pdan Industry And Trade Co Ltd
Original Assignee
Chongqing Pdan Industry And Trade Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chongqing Pdan Industry And Trade Co Ltd filed Critical Chongqing Pdan Industry And Trade Co Ltd
Priority to CN201720988909.1U priority Critical patent/CN207032853U/en
Application granted granted Critical
Publication of CN207032853U publication Critical patent/CN207032853U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model provides a kind of hollow building form of double-layer coextrusion, is related to the technical field of building and architectural engineering cast, including top panel, lower panel and two end plates;The top panel is oppositely arranged with the lower panel, and two end plates are separately positioned on the top panel and the end of the lower panel forms cavity;The protective layer for protecting the hollow building form of the double-layer coextrusion is provided with the outer surface of the top panel and the lower panel; solves the too low technical problem of the service life of building template present in prior art; so as to considerably increase the intensity of hollow building form provided by the utility model; so as to accomplish that building template is recycled, so as to save the technique effect of cost.

Description

The hollow building form of double-layer coextrusion
Technical field
Building and architectural engineering placingJi Shu field are the utility model is related to, is built more particularly, to a kind of double-layer coextrusion is hollow Build and use template.
Background technology
Building template is necessary construction equipment in casting concrete building structure construction, is the main consumption of building trade One of product., it is necessary to which multiple building templates are attached into fixation during practice of construction, casting concrete structure institute is combined into Need the formwork for placing of shape, size.At present, the company between building template is typically carried out using connectors such as iron nail, bolt, fixtures Fixation is connect, is generally required by instruments such as hammer, spanner, pliers, moreover, single connector tends not to limit building completely The position of template just can be fastenedly connected each building template, prevent building template from misplacing, it is necessary to a variety of connectors are used cooperatively, Therefore installation, the dismounting of building template are cumbersome, time-consuming, laborious.Traditional building template mainly has plank sheathing and steel form, Plank sheathing is widely used because of easy to use.Wooden building template is easily damaged in work progress, thus needs to determine Phase is changed, and can increase building cost.In pouring concrete Structural Engineering, form work engineering typically constitutes from concrete structure engineering and made The 20%~30% of valency, the 30%~40% of the engineering amount of labour used is accounted for, accounts for 50% of the duration or so, it can be seen that, building template is also It there are huge room for improvement.
Building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component by defined Position, physical dimension shaping, keep its correct position, and bear building template deadweight and act on external loads thereon.Enter The purpose of row form work engineering, it is to ensure concrete engineering quality and construction safety, accelerating construction progress and reduction engineering cost.Group The building template assembly that box-like steel form is made up of polylith building template, it is in modern mould plate technique, has and be convenient to mount and dismount, be all Turn the new type formwork of one kind " with steel generation wood " the advantages that often, but because steel template structure own wt is big, material into The shortcomings that this is high can only allow it to apply to the concrete structure of special shape and cast, therefore, present most of cast in place reinforced bar coagulations In the work progress of soil structure, wooden building template is still utilized.
But the Wood construction formwork to circulate on the market at present, which has the problem of one very big, is exactly:Building template makes It during with being removed after end, can only stick up dismounting with reinforcing bar, sheet material is damaged greatly, be unfavorable for being iteratively repeated use (use Number only has 3-5 times), and because the use occasion of building template can't do without exposing to the weather, so not only have influence on building mould The service life of plate, and also increase the cost of whole building material.
The information for being disclosed in the background section is merely intended to deepen the reason to general background technology of the present utility model Solution, and be not construed as recognizing or imply known to those skilled in the art existing of the information structure in any form Technology.
Utility model content
The purpose of this utility model is to provide double-layer coextrusion hollow building form, existed in the prior art to alleviate Building template the too low technical problem of service life.
The hollow building form of a kind of double-layer coextrusion provided by the utility model, including:Top panel, lower panel and two ends Panel;
The top panel is oppositely arranged with the lower panel, and two end plates are separately positioned on the top panel and institute The end for stating lower panel forms cavity;
It is provided with the outer surface of the top panel and the lower panel for protecting the hollow building of the double-layer coextrusion With the protective layer of template.
Further, straight line lines, and the straight line line are provided with the outer surface of the top panel and the lower panel Arranged described in curb on the length direction of hollow building form.
Further, the depth of the straight line lines is 0.01mm-0.05mm.
Further, the straight line lines uniform intervals be arranged in parallel, and width is between the adjacent straight line lines 4mm-6mm.
Further, the hollow building form includes:Several supporting plates;
Several described supporting plates are set in parallel in the cavity, and the supporting plate is vertical with the top panel.
Further, the hollow building form includes:Several stiffening plates;
Several described stiffening plates are set in parallel in the cavity, and the stiffening plate and the supporting plate are triangular in shape Set.
Further, the top panel be arranged in parallel with the lower panel.
Further, the end plates are vertical with the top panel.
Further, the building form is a length of:1820mm-1840mm.
Further, the building form is a width of:910mm-920mm.
Had the advantages that using the hollow building form of double-layer coextrusion provided by the utility model:
The hollow building form of double-layer coextrusion provided by the utility model, including:Top panel, lower panel and two end faces Plate;Top panel is oppositely arranged with lower panel, and two end plates are separately positioned on top panel and the end of lower panel forms cavity; The protective layer for protecting the hollow building form of double-layer coextrusion is provided with the outer surface of top panel and lower panel.
During use is carried out to the hollow building form of double-layer coextrusion, due to building template use environment more It is arduous, therefore, matcoveredn is set on the outer surface of the hollow building form of double-layer coextrusion to reach increase building template Uvioresistant and its intensity of increase and hardness, so as to considerably increase the strong of hollow building form provided by the utility model Degree, so as to accomplish to recycle to building template, so as to save cost.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, describe below In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is that the inside for the hollow building form of double-layer coextrusion that the utility model embodiment provides is the structure of square opening Schematic diagram;
Fig. 2 be the utility model embodiment provide the hollow building form of double-layer coextrusion inside be tri-angle-holed structure Schematic diagram;
Fig. 3 is the partial enlargement at A in hollow building form Fig. 2 of double-layer coextrusion that the utility model embodiment provides Figure;
Fig. 4 be the utility model embodiment provide the hollow building form of double-layer coextrusion inside be tri-angle-holed side view Figure.
Icon:Icon:100- top panels;110- straight line lines;120- protective layers;200- lower panels;300- is supported Plate;400- stiffening plates;500- cavitys;600- end plates.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described Embodiment is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, sheet The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality Novel protected scope.
, it is necessary to explanation in description of the present utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular Directly ", the orientation of the instruction such as " level ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position relationship, are only Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.In addition, term " the One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that instruction or hint relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly Connection;Can be mechanical connection or electrical connection;Can be joined directly together, can also be indirectly connected by intermediary, It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition Concrete meaning of the language in the utility model.
Specific embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.It should be appreciated that herein Described embodiment is merely to illustrate and explained the utility model, is not limited to the utility model.
Building template is necessary construction equipment in casting concrete building structure construction, is the main consumption of building trade One of product., it is necessary to which multiple building templates are attached into fixation during practice of construction, casting concrete structure institute is combined into Need the formwork for placing of shape, size.At present, the company between building template is typically carried out using connectors such as iron nail, bolt, fixtures Fixation is connect, is generally required by instruments such as hammer, spanner, pliers, moreover, single connector tends not to limit building completely The position of template just can be fastenedly connected each building template, prevent building template from misplacing, it is necessary to a variety of connectors are used cooperatively, Therefore installation, the dismounting of building template are cumbersome, time-consuming, laborious.Traditional building template mainly has plank sheathing and steel form, Plank sheathing is widely used because of easy to use.Wooden building template is easily damaged in work progress, thus needs to determine Phase is changed, and can increase building cost.In pouring concrete Structural Engineering, form work engineering typically constitutes from concrete structure engineering and made The 20%~30% of valency, the 30%~40% of the engineering amount of labour used is accounted for, accounts for 50% of the duration or so, it can be seen that, building template is also It there are huge room for improvement.
Building template is a kind of temporary supporting structure, is made by design requirement, makes concrete structure, component by defined Position, physical dimension shaping, keep its correct position, and bear building template deadweight and act on external loads thereon.Enter The purpose of row form work engineering, it is to ensure concrete engineering quality and construction safety, accelerating construction progress and reduction engineering cost.Group The building template assembly that box-like steel form is made up of polylith building template, it is in modern mould plate technique, has and be convenient to mount and dismount, be all Turn the new type formwork of one kind " with steel generation wood " the advantages that often, but because steel template structure own wt is big, material into The shortcomings that this is high can only allow it to apply to the concrete structure of special shape and cast, therefore, present most of cast in place reinforced bar coagulations In the work progress of soil structure, wooden building template is still utilized.
But the Wood construction formwork to circulate on the market at present, which has the problem of one very big, is exactly:Building template makes It during with being removed after end, can only stick up dismounting with reinforcing bar, sheet material is damaged greatly, be unfavorable for being iteratively repeated use (use Number only has 3-5 times), and because the use occasion of building template can't do without exposing to the weather, so not only have influence on building mould The service life of plate, and also increase the cost of whole building material.
Fig. 1 is that the inside for the hollow building form of double-layer coextrusion that the utility model embodiment provides is the structure of square opening Schematic diagram;
Fig. 2 be the utility model embodiment provide the hollow building form of double-layer coextrusion inside be tri-angle-holed structure Schematic diagram;
Fig. 3 is the partial enlargement at A in hollow building form Fig. 2 of double-layer coextrusion that the utility model embodiment provides Figure;
Fig. 4 be the utility model embodiment provide the hollow building form of double-layer coextrusion inside be tri-angle-holed side view Figure.
Fig. 1-4 are refer to, the double-layer coextrusion provided below in conjunction with accompanying drawing the utility model embodiment is hollow for building Template elaborates.
The hollow building form of a kind of double-layer coextrusion that the utility model embodiment provides, including:Top panel 100, below Plate 200 and two end plates 600;Top panel is oppositely arranged with lower panel, and two end plates are separately positioned on top panel and following The end of plate forms cavity;It is provided with the outer surface of top panel and lower panel for protecting the hollow mould for building of double-layer coextrusion The protective layer 120 of plate.
During use is carried out to the hollow building form of double-layer coextrusion, due to building template use environment more It is arduous, therefore, matcoveredn is set on the outer surface of the hollow building form of double-layer coextrusion to reach increase building template Uvioresistant and its intensity of increase and hardness, so as to considerably increase the strong of hollow building form provided by the utility model Degree, so as to accomplish to recycle to building template, so as to save cost.
In addition, straight line lines 110 is provided with the outer surface of top panel 100 and lower panel 200, and the edge of straight line lines 110 Arranged on the length direction of hollow building form.
It should be noted that the quality of construction quality has direct relation with construction material, cost of investment is also concerned Problem.Building template is the important tool of concrete structure engineering construction.And above-mentioned straight line lines 110 can preferably increase Cement adhesive force so that using effect is significantly lifted.
In addition, hollow building form includes:Several supporting plates 300;
Several supporting plates 300 are set in parallel in cavity 500, and supporting plate 300 is vertical with top panel 100.
It should be noted that the hollow building form for being provided with supporting plate is square pore structure in it, it is such hollow Structure, the mitigation of whole hollow building form quality can make it that, and supporting plate 300 can also be to top panel 100 with Panel 200 is supported, to reach certain intensity requirement.
In addition, hollow building form includes:Several stiffening plates 400;
Several stiffening plates 400 are set in parallel in cavity 500, and stiffening plate 400 with supporting plate 300 is triangular in shape sets Put.
It should be noted that the interior intracavitary in hollow building form is provided with the hole that stiffening plate then forms triangle, It is greatly increased by stiffening plate to the intensity of whole top panel and lower panel.
In addition, top panel 100 be arranged in parallel with lower panel 200.
It should be noted that top panel 100 and lower panel 200 are played a supporting role during cement casting.
It should be noted that whole hollow building form turns into sealed around, but both ends along its length are Open, and the hollow building form that the utility model embodiment provides is hollow structure inside it, is so not only mitigated Quality, while cost can also have been saved from saving in the angle of material.And it is square opening in above-mentioned cavity, and square opening It is evenly distributed into three layers.
In addition, end plates 600 are vertical with top panel 100.
It should be noted that the hollow building form that the utility model embodiment provides, generally rectangular parallelepiped structure, because It is vertical that this end plates 600 and top panel 100, which also have lower panel 200,.Such structure can be arranged on both ends End plates 600 serve the effect of support to top panel 100 and lower panel 200, so as to greatly strengthen the stability of structure.
In addition, the depth of straight line lines 110 is 0.01mm-0.05mm.
It should be noted that the depth of straight line lines can be 0.01mm, 0.02mm, 0.03mm, 0.04mm or 0.05mm, such setting depth is advantageous to increase adhesive force, and above-mentioned straight line lines simply can be gone out i.e. with lathe car Can.
In addition, the uniform intervals of straight line lines 110 be arranged in parallel, and width is 4mm-6mm between adjacent straight strain line road 110.
It should be noted that in order to ensure the use of hollow building form, then straight line lines is entered to the setting of between-line spacing, And the width of adjacent straight line lines can be 4mm,
In addition, the material of hollow building form is PP plastics.
It should be noted that PP plastics have relatively low heat distortion temperature (100 DEG C), low transparency, low-luster, it is low just Property, there is stronger impact strength, the surface rigidity of this material and anti-scratch characteristic are fine.Environmental stress is not present in PP plastics Problem of Cracking.
In addition, the thickness of building form is 15mm-18mm.
It should be noted that because building form is used in different occasions, therefore just have size difference Building form, the thickness of building form that the utility model embodiment provides can be:15mm, 16mm, 17mm or 18mm, therefore meet the different use occasion of building template.
In addition, building form is a length of:1820mm-1840mm.
It should be noted that because building form is used in different occasions, therefore just have size difference Building form, the length of building form that the utility model embodiment provides can be:1820mm、1830mm、 1840mm, therefore meet the different use occasion of building template.
In addition, the building form is a width of:910mm-920mm.
It should be noted that because building form is used in different occasions, therefore just have size difference Building form, the width of building form that the utility model embodiment provides can be:910mm, 915mm, 920mm, Therefore the different use occasion of building template is met.
The hollow building form of double-layer coextrusion of the present utility model is illustrated above, still, the utility model is not Above-mentioned specific embodiment is defined in, without departing from the scope of claim, various deformations or change can be carried out More.The various modifications and change that the utility model is included within the scope of the claims.
Finally it should be noted that:Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited System;Although the utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should Understand:It can still modify to the technical scheme described in foregoing embodiments, either to which part or whole Technical characteristic carries out equivalent substitution;And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly The scope of each embodiment technical scheme of type.

Claims (10)

1. a kind of hollow building form of double-layer coextrusion, including:Top panel (100), lower panel (200) and two end plates (600);
The top panel (100) is oppositely arranged with the lower panel (200), and two end plates (600) are separately positioned on institute The end for stating top panel (100) and the lower panel (200) forms cavity (500);
It is provided with the outer surface of the top panel (100) and the lower panel (200) for protecting in the double-layer coextrusion The protective layer (120) of empty building form.
2. the hollow building form of double-layer coextrusion according to claim 1, it is characterised in that the top panel (100) and It is provided with straight line lines (110) on the outer surface of the lower panel (200), and the straight line lines (110) hollow is built along described Build and arranged on the length direction with template.
3. the hollow building form of double-layer coextrusion according to claim 2, it is characterised in that the straight line lines (110) Depth be 0.01mm-0.05mm.
4. the hollow building form of double-layer coextrusion according to claim 3, it is characterised in that the straight line lines (110) Uniform intervals be arranged in parallel, and width is 4mm-6mm between the adjacent straight line lines (110).
5. the hollow building form of double-layer coextrusion according to claim 1, it is characterised in that the hollow building form Including:Several supporting plates (300);
Several described supporting plates (300) are set in parallel in the cavity (500), and the supporting plate (300) with it is described on Panel (100) is vertical.
6. the hollow building form of double-layer coextrusion according to claim 5, it is characterised in that the hollow building form Including:Several stiffening plates (400);
Several described stiffening plates (400) are set in parallel in the cavity (500), and the stiffening plate (400) and the branch Fagging (300) setting triangular in shape.
7. the hollow building form of double-layer coextrusion according to claim 1, it is characterised in that the top panel (100) with The lower panel (200) be arranged in parallel.
8. the hollow building form of double-layer coextrusion according to claim 1, it is characterised in that the end plates (600) with The top panel (100) is vertical.
9. the hollow building form of double-layer coextrusion according to claim 1, it is characterised in that the length of the building form For:1820mm-1840mm.
10. the hollow building form of double-layer coextrusion according to claim 9, it is characterised in that the building form It is a width of:910mm-920mm.
CN201720988909.1U 2017-08-08 2017-08-08 The hollow building form of double-layer coextrusion Active CN207032853U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720988909.1U CN207032853U (en) 2017-08-08 2017-08-08 The hollow building form of double-layer coextrusion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720988909.1U CN207032853U (en) 2017-08-08 2017-08-08 The hollow building form of double-layer coextrusion

Publications (1)

Publication Number Publication Date
CN207032853U true CN207032853U (en) 2018-02-23

Family

ID=61475341

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720988909.1U Active CN207032853U (en) 2017-08-08 2017-08-08 The hollow building form of double-layer coextrusion

Country Status (1)

Country Link
CN (1) CN207032853U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108979127A (en) * 2018-07-09 2018-12-11 武汉鸣辰建设集团有限公司 A kind of hollow building form

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108979127A (en) * 2018-07-09 2018-12-11 武汉鸣辰建设集团有限公司 A kind of hollow building form

Similar Documents

Publication Publication Date Title
CN108590163B (en) Integrated into one piece aluminum alloy building templates
CN205935641U (en) Template formwork system of aluminum alloy shear force wall
CN102704672A (en) Installation construction method for large all-steel formwork at internal corner of shear wall
CN201943347U (en) Mounting structure for plastic formwork of frame column
CN206337811U (en) A kind of skyscraper aluminum alloy pattern plate structure
CN207032853U (en) The hollow building form of double-layer coextrusion
CN105155836A (en) Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork
CN210622306U (en) Assembly type floor post-cast strip template splicing structure
CN206091285U (en) Template is pour to back timber
CN204209803U (en) A kind of prefabricated box girder inner formwork aluminum alloy mould plate
CN106013773A (en) Assembled interior and exterior wall composite template mud leakage prevention device and construction method
CN206616765U (en) Large span is without depending on huge bandy truss pull bar
CN206000160U (en) A kind of wall construction is with carrying the large-scale plank sheathing of reinforced
CN204456831U (en) A kind of reinforcement construction formwork
CN211341729U (en) Combined eucalyptus building template for building construction
CN210316538U (en) Aluminum mold supporting system for floor lower extension lintel
CN206928640U (en) A kind of architectural engineering PVC building templates
CN203514775U (en) Wall formwork for combined aluminum formwork
CN203514781U (en) Top formwork for combined aluminum formwork
CN208396295U (en) A kind of open-cut station construction stair formwork erecting structure
CN206091292U (en) Template structure is pour to back timber
CN207499402U (en) All-metal Combined formwork and building template unit for building
CN207513153U (en) The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure
CN206707263U (en) A kind of high strength ribbed thermoplastic template for building
CN206477356U (en) Mounting structure of the steel bar truss floor support plate in underground pipe gallery construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant