CN203924698U - Integrated splicing floorslab template used for building - Google Patents

Integrated splicing floorslab template used for building Download PDF

Info

Publication number
CN203924698U
CN203924698U CN201420327552.9U CN201420327552U CN203924698U CN 203924698 U CN203924698 U CN 203924698U CN 201420327552 U CN201420327552 U CN 201420327552U CN 203924698 U CN203924698 U CN 203924698U
Authority
CN
China
Prior art keywords
template
main body
wooden
supplementary
building
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
Application number
CN201420327552.9U
Other languages
Chinese (zh)
Inventor
仲鑫
朱金勇
陈真银
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.)
China Construction Second Engineering Bureau Co Ltd
First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau Co Ltd
First Construction Engineering Co Ltd of China Construction Second Engineering Bureau 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 China Construction Second Engineering Bureau Co Ltd, First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201420327552.9U priority Critical patent/CN203924698U/en
Application granted granted Critical
Publication of CN203924698U publication Critical patent/CN203924698U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

A kind of integrated splicing floorslab template used for building, comprises splicing all-in-one-piece main body template and supplementary template, and described main body template is layed in the centre position of slab form, is the plastic formwork of finished product; Described supplementary template is layed in the position, outer of slab form, is nine layers of wood plywood that need to cut or be spliced according to real size; The connector of described main body template and the supplementary template bottom surface by being located at junction plate seam is connected, and the even anchor connection in bottom surface of whole template has wooden a tree, used in making timber for boats, and formation can directly be lifted into the integrated template structure on bracing frame.The utility model is simple in structure, adopts the plastic formwork of finished product as the main body of template, has saved the consumption of wooden template and supporting release agent, effectively reduces template construct cost; Splice template is fixedly connected with integral with wooden a tree, used in making timber for boats, when construction, directly carries out integral hoisting, simple to operate, when ensureing construction quality and construction safety, the construction cost that improved productivity slowdown.

Description

Integrated splicing floorslab template used for building
Technical field
The utility model relates to building form, particularly a kind of integrated spliced slab form that is applicable to high-altitude floor slab construction.
Background technology
Building form is a kind of temporary structure, is an important construction tool in fabric structure construction.Form work engineering is an important step in reinforced concrete work.Form work engineering expense can account for 20%~30% of reinforced concrete work expense conventionally; the form work engineering amount of labour can account for 30%~40% of the reinforced concrete work amount of labour conventionally; and the template duration can account for 40% left and right of reinforced concrete work duration conventionally; therefore, mould plate technique is directly connected to construction cost, labour consumes and programming.
At present, the waste of mould material is a difficult problem of building trade, account for whole material waste 3%, in building trade, existing slab form is mainly wooden form, wooden form need to use a large amount of timber including bamboo wood, and due to the timber resource shortage of China, therefore, the timber of building form is greatly all import, in addition, be very limited the application life of wooden form, conventionally can only use 2~3 times, just cannot re-use, need to make new wooden form, the number of turnover that is wooden form is lower, as need do the common Super High of 30 multilayers, by three layer of one configuration, need join 18 layers of template, not only wood consumption is larger, and labour consumes higher, the making duration is longer, affect the raising of building level.In addition, in prior art, slab form and bottom support frame are independent mutually, after need to first making and bottom support frame having been installed, then lay template thereon, have the problem wasting time and energy.
Utility model content
The utility model object is to provide a kind of integrated splicing floorslab template used for building, solve available technology adopting wooden form, cost high, can have enough to meet the need the problem that access times are few, cause the wasting of resources; Solve simultaneously slab form and bottom support frame in prior art mutually independent, need to first make and bottom support frame has been installed after, the problem of laying template, working procedure complexity thereon again, wasting time and energy.
For solving the problems of the technologies described above, the technical scheme that the utility model is taked is as follows:
A kind of integrated splicing floorslab template used for building, is laid on formwork-support, it is characterized in that: comprise splicing all-in-one-piece main body template and supplementary template, described main body template is layed in the centre position of slab form, is the plastic formwork of finished product; Described supplementary template is layed in the position, outer of slab form, is nine layers of wood plywood that need to cut or be spliced according to real size, and described nine layers of wood plywood upper surface are coated with release agent; The connector of described main body template and the supplementary template bottom surface by being located at junction plate seam is connected, and the even anchor connection in bottom surface of whole template has wooden a tree, used in making timber for boats, and formation can directly be lifted into the integrated template structure on bracing frame.
As optimal technical scheme of the present utility model, described connector is also the wooden a tree, used in making timber for boats equating with the wooden a tree, used in making timber for boats size of template bottom surface.
As further optimal technical scheme, the bottom surface of the seam crossing of described main body template and supplementary template is also adhesive with sponge strip.
Further, in the seam of described main body template and supplementary template, fill adhesive glue.
Compared with prior art, technical advantage of the present utility model is:
The utility model is simple in structure, adopt the plastic formwork of finished product as the main body of template, edge supplements with wooden form, the edge joint position of plastic formwork and wooden form is pasted sponge strip and is added wooden mill and is fixed, the main body plastic formwork using has cost low, the many advantages of turnover access times, the common Super High that does 30 multilayers only needs to configure three floor can forward top in disposable week, and can continue to go in week next work items after reclaiming, and plastic formwork does not need release agent, and the amount that wooden form needs is large especially, the previous building of order square needs monobasic, therefore, the utility model has been saved the consumption of wooden template and supporting release agent greatly, effectively reduce template construct cost, solve available technology adopting wooden form, cost is high, access times can be had enough to meet the need few, cause the problem of the wasting of resources, in addition, the utility model is fixedly connected with integral by splice template with wooden a tree, used in making timber for boats, executing utilization of hour tower crane directly carries out entirety and hangs liter, simple to operate, when ensureing construction quality and construction safety, the construction cost that improved productivity slowdown, solved slab form and bottom support frame in prior art mutually independent, need to first make and bottom support frame has been installed after, the problem of laying template, working procedure complexity thereon again, wasting time and energy.
To sum up, the utility model is simple in structure, and cost is low, and turnover utilizes effective, easy to operate, and concrete formation quality is high, is conducive to accelerating construction progress, can be widely used in slab formwork.
Brief description of the drawings
Fig. 1 is the structural representation of the integrated splicing floorslab template used for building that relates to of the utility model;
Fig. 2 is the structural representation of the connector node of the main body template that relates to of the utility model and supplementary template;
Fig. 3 is the use view that the utility model is established integrated splicing floorslab template used for building.
Reference numeral: 1-main body template, 2-supplement template, 3-connector, 4-wood a tree, used in making timber for boats, 5-sponge strip, 6-formwork-support, 61-jacking, the two steel pipes of 62-, 63-vertical rod, 64-cross bar, 7-adhesive glue, 8-release agent, 9-concrete floor.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in more detail.
As depicted in figs. 1 and 2, the utility model relates to a kind of integrated splicing floorslab template used for building, be laid on formwork-support 6, it is characterized in that: comprise splicing all-in-one-piece main body template 1 and supplementary template 2, described main body template 1 is layed in the centre position of slab form, is the plastic formwork of finished product; Described supplementary template 2 is layed in the position, outer of slab form, is nine layers of wood plywood that need to cut or be spliced according to real size, and described nine layers of wood plywood upper surface are coated with release agent 8; The quantity of the whole plate plastic formwork of the precalculated needs in template die region that split according to primary-secondary beam when making, the fragmentary part of all the other slab forms adopts common nine layers of wood plywood to spell and cuts.The connector 3 of described main body template 1 and supplementary template 2 bottom surface by being located at junction plate seam is connected, and the bottom surface of whole template evenly nails and is connected with wooden a tree, used in making timber for boats 4, and formation can directly be lifted into the integrated template structure on bracing frame.Described connector 3 is also the wooden a tree, used in making timber for boats equating with wooden a tree, used in making timber for boats 4 sizes of template bottom surface, and connector 3 is fixed with nail with the bottom surface of two plate faces of seam crossing respectively; The bottom surface of the seam crossing of described main body template 1 and supplementary template 1 is also adhesive with sponge strip 5.In the seam of described main body template 1 and supplementary template 1, fill adhesive glue 7.
Fig. 3 is the use view that the utility model is established integrated splicing floorslab template used for building, when installation, splice template is fixedly connected with integral with wooden a tree, used in making timber for boats 4, executing utilization of hour tower crane directly carries out entirety and hangs liter, vertical rod 63 spacing 900mm on its bracing frame, the step pitch of cross bar 64 is 1800mm, jacking 61 is placed at the top of vertical rod 63, on jacking 61, put two steel pipes 62, for the master under plate stupefied, two steel pipes 62 are hung oneself to put and are put the utility model template, the wooden a tree, used in making timber for boats 4 of template contacts with two steel pipes 62, spacing between adjacent wooden a tree, used in making timber for boats 4 is 200mm, inferior stupefied under plate, after installation, carry out the making construction of concrete floor 9.

Claims (4)

1. an integrated splicing floorslab template used for building, be laid on formwork-support (6), it is characterized in that: comprise splicing all-in-one-piece main body template (1) and supplementary template (2), described main body template (1) is layed in the centre position of slab form, is the plastic formwork of finished product; Described supplementary template (2) is layed in the position, outer of slab form, is nine layers of wood plywood that need to cut or be spliced according to real size, and described nine layers of wood plywood upper surface are coated with release agent (8); The connector (3) of described main body template (1) and supplementary template (2) bottom surface by being located at junction plate seam is connected, and the even anchor connection in bottom surface of whole template has wooden a tree, used in making timber for boats (4), and formation can directly be lifted into the integrated template structure on bracing frame.
2. the integrated splicing floorslab template used for building of one according to claim 1, is characterized in that: described connector (3) is also the wooden a tree, used in making timber for boats equating with wooden a tree, used in making timber for boats (4) size of template bottom surface.
3. the integrated splicing floorslab template used for building of one according to claim 1, is characterized in that: the bottom surface of the seam crossing of described main body template (1) and supplementary template (1) is also adhesive with sponge strip (5).
4. according to the integrated splicing floorslab template used for building of the one described in claim 1~3 any one, it is characterized in that: in the seam of described main body template (1) and supplementary template (1), fill adhesive glue (7).
CN201420327552.9U 2014-06-19 2014-06-19 Integrated splicing floorslab template used for building Expired - Fee Related CN203924698U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420327552.9U CN203924698U (en) 2014-06-19 2014-06-19 Integrated splicing floorslab template used for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420327552.9U CN203924698U (en) 2014-06-19 2014-06-19 Integrated splicing floorslab template used for building

Publications (1)

Publication Number Publication Date
CN203924698U true CN203924698U (en) 2014-11-05

Family

ID=51820548

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420327552.9U Expired - Fee Related CN203924698U (en) 2014-06-19 2014-06-19 Integrated splicing floorslab template used for building

Country Status (1)

Country Link
CN (1) CN203924698U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223601A (en) * 2016-07-08 2016-12-14 中天建设集团有限公司 In a kind of cast-in-place concrete structure, the construction method of the construction method of breakage exempted from by wood formwork plate
CN113152878A (en) * 2021-05-17 2021-07-23 中建八局第四建设有限公司 Aluminum frame plastic formwork for building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106223601A (en) * 2016-07-08 2016-12-14 中天建设集团有限公司 In a kind of cast-in-place concrete structure, the construction method of the construction method of breakage exempted from by wood formwork plate
CN113152878A (en) * 2021-05-17 2021-07-23 中建八局第四建设有限公司 Aluminum frame plastic formwork for building

Similar Documents

Publication Publication Date Title
CN201818051U (en) Supporting frame for overhanging mold plate
CN203080911U (en) Inner formwork for concrete walls at deformation joint
CN204531382U (en) Umbrella shape space curved surface clear water concrete template structure
CN102140841A (en) Construction method of building superstructure in high-rise steel-concrete mixed structure with few supporting formworks
CN104032869A (en) Prefabricated composite floor slabs and prefabricated construction method thereof
CN203145267U (en) Prefabricated composite floor slab
CN203924698U (en) Integrated splicing floorslab template used for building
CN103628675A (en) Bailey beam type formwork supporting system and construction method thereof for super high-rise transfer story crossbeam
CN104295089A (en) Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system
CN203924102U (en) Building implements foundation bolt preformed hole construction mould
CN204112360U (en) The formwork structure of equipment Foundations prepared screw-bolt hole
CN203475313U (en) Integral type precompression water tank
CN203097287U (en) Clamping groove for splicing building templates
CN210263116U (en) Rapid mounting and dismounting shaping template for concrete reverse filling of lower independent foundation
CN201835522U (en) Steel-and-wood composite beam for molding and supporting reinforced concrete member
CN212201029U (en) Support split heads that hollow floor was used
CN204804326U (en) Design for building stair steel template of marking time
CN204282824U (en) Prefabricated setting prop rises beam composite frame structure
CN204491947U (en) A kind of laminated floor slab
CN204040457U (en) Wooden frame plastic formwork system
CN202925887U (en) A slab-column shear wall structure building based on prefabricated reinforced concrete hollow formworks
CN204691219U (en) A kind of building form and combining structure thereof
CN206859263U (en) A kind of large formwork construction device of subway station side wall
CN203034790U (en) Basic prefabricated concrete formwork for basement
CN202152547U (en) Super high-rise fair-faced concrete product protection system

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

Granted publication date: 20141105

Termination date: 20150619

EXPY Termination of patent right or utility model