CN207290435U - A kind of Kerb of concrete assembled steel template - Google Patents

A kind of Kerb of concrete assembled steel template Download PDF

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Publication number
CN207290435U
CN207290435U CN201720997632.9U CN201720997632U CN207290435U CN 207290435 U CN207290435 U CN 207290435U CN 201720997632 U CN201720997632 U CN 201720997632U CN 207290435 U CN207290435 U CN 207290435U
Authority
CN
China
Prior art keywords
steel plate
side form
template
plate side
steel
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
CN201720997632.9U
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Chinese (zh)
Inventor
金国建
黄志明
张喆
刁开达
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.)
CNNC Huachen Construction Engineering Co Ltd
Original Assignee
CNNC Huachen Construction Engineering 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 CNNC Huachen Construction Engineering Co Ltd filed Critical CNNC Huachen Construction Engineering Co Ltd
Priority to CN201720997632.9U priority Critical patent/CN207290435U/en
Application granted granted Critical
Publication of CN207290435U publication Critical patent/CN207290435U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of Kerb of concrete assembled steel template, including template, template bottom is provided with prefabricated platform made of channel steel stent, the surrounding of prefabricated platform is provided with lifting lug, is provided with steel plate side form above template, with fluted on steel plate side form, groove is equidistantly vertically arranged in steel plate side form, the both ends of corresponding steel plate side form are connected by steel plate one with steel plate two respectively, and deep groove is provided with steel plate one, and steel plate one is located at prefabricated platform outer edge;Steel plate is provided between steel plate side form, steel plate is consistent with steel plate side form direction, and bracing reinforcement device is provided between the steel plate side form and steel plate, and the utility model has the characteristics of reducing labor intensity, improving work efficiency.

Description

A kind of Kerb of concrete assembled steel template
Technical field
It the utility model is related to the assembled steel mould plate technique field of prefabricated road kerb, more particularly to a kind of concrete road Kerb assembled steel template.
Background technology
In Prefabricated Concrete structure construction, the type of template and the Forming Quality that mode directly influences prefabricated components is installed, So the formwork erection of prefabricated components is fine or not important.For conventional precast curb using plank sheathing and the formwork of flitch Mode, often template it is less to be used in turn number, be used in turn that rate is poor, and spillage of material is larger, and the presentation quality after form removal It is not fully up to expectations.
The content of the invention:
In order to overcome the shortcomings of above-mentioned technology, the purpose of this utility model is to provide a kind of assembling of Kerb of concrete Formula steel form, can ensure the structure size and presentation quality of component well, while save material, save artificial, reduction Labor intensity, improves work efficiency.
In order to realize above-mentioned purpose, the technical solution of the utility model is:
A kind of Kerb of concrete assembled steel template, including template 1, are provided with channel steel stent 9 in 1 bottom of template and are made Prefabricated platform, the surrounding of the prefabricated platform is provided with lifting lug 8, steel plate side form 4, steel plate side is provided with above template 1 With fluted on mould 4, groove is equidistantly vertically arranged on steel plate side form 4, the horizontal spaced set two-by-two of steel plate side form 4, steel It is connected between plate side form 4 by steel plate 1 with steel plate 23, deep groove is provided with steel plate 1, the steel plate 1 is located at Prefabricated platform outer edge;Steel plate 5 is provided between the steel plate side form 4, steel plate 5 is consistent with 4 direction of steel plate side form, described Bracing reinforcement device is provided between steel plate side form 4 and steel plate 5.
The bracing reinforcement device includes the horizontal steel plate 6 being arranged in template 1, horizontal steel plate 6 and 4 phase of steel plate side form Contact, is provided with inclined steel plate 7, described 7 one end of inclined steel plate and 6 phase of horizontal steel plate between horizontal steel plate 6 and steel plate 5 Connect, the other end sets and is in contact with steel plate 5, and inclined steel plate 7 is at an angle to the horizontal direction.
The inclined steel plate 7 is 20 degree.
The beneficial effects of the utility model:
The utility model formwork erection is simple to operation, improves construction efficiency, and the kerbstone quality after shaping obtains very Good guarantee, assembled steel template is time saving and energy saving, and efficiency is higher.
Brief description of the drawings
Fig. 1 is the utility model floor map.
Fig. 2 is the A-A sectional views of the utility model Fig. 1.
Fig. 3 is the B-B sectional views of the utility model Fig. 1.
Fig. 4 is the utility model partial schematic diagram.
Fig. 5 is one 2 schematic diagram of the utility model steel plate.
Fig. 6 is 4 schematic diagram of the utility model steel plate side form.
Embodiment
The utility model is described in further details below in conjunction with the accompanying drawings.
As shown in Fig. 1 Fig. 2 Fig. 3, a kind of Kerb of concrete assembled steel template, including template 1, set in 1 bottom of template Prefabricated platform made of channel steel stent 9 is equipped with, the surrounding of the prefabricated platform is provided with lifting lug 8, is provided with above template 1 Steel plate side form 4, is equidistantly vertically arranged on steel plate side form 4, steel plate side with fluted (as shown in Figure 6), groove in steel plate side form 4 The horizontal spaced set two-by-two of mould 4, is connected (as shown in Figure 1) between steel plate side form 4 by steel plate 1 with steel plate 23, in steel plate Deep groove (as shown in Figure 5) is provided with one 2, the steel plate 1 is located at prefabricated platform outer edge;The steel plate side form 4 Between be provided with steel plate 5, steel plate 5 is consistent with 4 direction of steel plate side form, and support is provided between the steel plate side form 4 and steel plate 5 Bracing means.
As shown in Fig. 3 Fig. 4:The bracing reinforcement device includes the horizontal steel plate 6 being arranged in template 1, horizontal steel plate 6 Be in contact with steel plate side form 4, be provided with inclined steel plate 7 between horizontal steel plate 6 and steel plate 5, described 7 one end of inclined steel plate with Horizontal steel plate 6 connects, and the other end sets and is in contact with steel plate 5, and inclined steel plate 7 is at an angle to the horizontal direction.
The inclined steel plate 7 is 20 degree.
Installed using assembled steel template, work efficiency can be improved, although the disposable input ratio plank sheathing of steel form is high, But can infinitely it be used in turn, and assembled steel template is time saving and energy saving, efficiency is higher, and presentation quality is very good.
The operation principle of the utility model is:
Prefabricated steel platform will be first processed according to kerbstone prefabricated components size and with fluted or be welded and fixed steel plate side Mould 4, steel plate 1, then carry out drawknot using high-strength pull rod and fix.Specific practice:It is welded into using I-steel and steel plate prefabricated Platform and lifting lug 8 is welded in order to handling, be welded on according to the template 1 that prefabricated components dimensioned is completed in steel platform, so Middle baffle plate 5 is inserted into 1 gap of template afterwards, then will be closed with reeded steel plate side form 4, is carried out using high-strength pull rod tight Gu it is fixed, it can carry out concrete placings after errorless on inspection;After kerbstone shaping, high-strength pull rod and outside plate side form is first removed 4, then middle baffle plate 5 is removed, avoid and cause to damage using quality after being molded kerbstone during plank sheathing form removal, finished product protection Aspect is effectively guaranteed.

Claims (3)

1. a kind of Kerb of concrete assembled steel template, including template (1), channel steel stent (9) is provided with template (1) bottom Manufactured prefabricated platform, it is characterised in that the surrounding of the prefabricated platform is provided with lifting lug (8), is set above template (1) There is a steel plate side form (4), with fluted on steel plate side form (4), groove is equidistantly vertically arranged on steel plate side form (4), steel plate side Mould (4) horizontal spaced set two-by-two, is connected between steel plate side form (4) by steel plate one (2) with steel plate two (3), in steel plate one (2) deep groove is provided with, the steel plate one (2) is located at prefabricated platform outer edge;Set between the steel plate side form (4) There is steel plate (5), steel plate (5) is consistent with steel plate side form (4) direction, and branch is provided between the steel plate side form (4) and steel plate (5) Support bracing means.
2. a kind of Kerb of concrete assembled steel template according to claim 1, it is characterised in that the support adds It is fixedly mounted with and puts the horizontal steel plate (6) including being arranged in template (1), horizontal steel plate (6) is in contact with steel plate side form (4), in level Inclined steel plate (7) is provided between steel plate (6) and steel plate (5), the inclined steel plate (7) one end connects with horizontal steel plate (6), The other end sets and is in contact with steel plate (5), and inclined steel plate (7) is at an angle to the horizontal direction.
A kind of 3. Kerb of concrete assembled steel template according to claim 2, it is characterised in that the inclination steel Plate (7) is 20 degree.
CN201720997632.9U 2017-08-10 2017-08-10 A kind of Kerb of concrete assembled steel template Expired - Fee Related CN207290435U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720997632.9U CN207290435U (en) 2017-08-10 2017-08-10 A kind of Kerb of concrete assembled steel template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720997632.9U CN207290435U (en) 2017-08-10 2017-08-10 A kind of Kerb of concrete assembled steel template

Publications (1)

Publication Number Publication Date
CN207290435U true CN207290435U (en) 2018-05-01

Family

ID=62443863

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720997632.9U Expired - Fee Related CN207290435U (en) 2017-08-10 2017-08-10 A kind of Kerb of concrete assembled steel template

Country Status (1)

Country Link
CN (1) CN207290435U (en)

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GR01 Patent grant
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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: 20180501

Termination date: 20210810