CN106624678A - Manufacturing method for modularized concrete pavement formwork - Google Patents
Manufacturing method for modularized concrete pavement formwork Download PDFInfo
- Publication number
- CN106624678A CN106624678A CN201611155511.6A CN201611155511A CN106624678A CN 106624678 A CN106624678 A CN 106624678A CN 201611155511 A CN201611155511 A CN 201611155511A CN 106624678 A CN106624678 A CN 106624678A
- Authority
- CN
- China
- Prior art keywords
- channel
- section
- steel
- formwork
- section steel
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- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
- B23P15/24—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass dies
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to the field of municipal engineering, in particular to a manufacturing method for a modularized concrete pavement formwork. The method is characterized in that the method comprises the steps that box iron is prepared, specifically, the box iron is cut by 2 m, and a dowel bar positioned is marked on the groove face of each box iron section according to the dowel bar requirement of the construction drawing; holes are formed according to the size of the dowel bar, positioning clips with the section being in an S shape are manufactured with steel plates, and two bolts are welded to the two ends of each box iron section correspondingly in the length direction; a carrying handle is welded to the middle part of each box iron section, and holes are formed in the bottoms of all the box iron sections and used for fixing bases for adjusting the height of the formwork; the box iron sections are spliced into the formwork; and every two box iron sections are connected in a butt-joint mode, and the bolts at the ends of the box iron sections are clamped through the positioning clips. The formwork is manufactured through a modularized design thought, compared with traditional formworks made from box iron, the formwork facilitates operation by one person during usage, and the formwork can meet requirement whether the dowel bars need to be additionally arranged or not; and meanwhile, the formwork splicing precision is improved through the S-shaped positioning clips.
Description
Technical field
The present invention relates to municipal works field, specifically a kind of manufacture method of modularity concrete road face die plate.
Background technology
It is extremely widespread as template using channel-section steel in concrete pavement construction；Channel-section steel typically adopts 6m as template length
Or 12m, consume artificial more during installing, removing and having bad luck；When dowel steel is designed with, dowel steel needs bar planting to fix,
Template is also inconvenient for while increased construction cost to fix, and is also easily offset in concreting process or is toppled over.
The content of the invention
It is an object of the present invention to provide a kind of efficiently easily modular concrete road face die plate and its user
Method.
In order to achieve the above object, the present invention is realized in：
A kind of manufacture method of modularity concrete road face die plate, including
Step 1, channel-section steel is prepared, the face that specifically required channel-section steel height should meet concrete road is thick,
Step 2, by the channel-section steel by 2m length cutting complete, dowel steel is required in channel-section steel groove surface labelling according in construction drawing
Go out dowel steel position；
Step 3, according to dowel steel size perforate, the big 2mm in aperture of aperture ratio dowel steel,
Step 4, with steel plate make section be S types positioning checkpoint,
Step 5, weld two bolts in the width direction respectively at the two ends of channel-section steel；
Step 6, in the stage casing welding carrying handle of every section of channel-section steel, then the bottom opening of every section of channel-section steel, this hole is used for secured adjusted template
The base of height；
Step 7, splicing channel-section steel form template：Two sections of channel-section steels are mutually butted and the spiral shell of each channel-section steel end is blocked with positioning checkpoint
Bolt.
The manufacture method of described modularity concrete road face die plate, the length of channel-section steel determines according to expansion joint length.
The manufacture method of described modularity concrete road face die plate, in step 3, when installing dowel steel, opens up
Hole using ball block.
This template is made using modularized design thinking, and for template made by traditional slot steel, this template makes
Used time is easy to one man operation, and regardless of whether need to add dowel steel, this template also can meet, meanwhile, positioned by S-shaped
Clamp also improves precision during template splicing.
Description of the drawings
Fig. 1 is the side view of this template.
Fig. 2 is the structural representation of positioning checkpoint used by this template.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of modularity concrete road face die plate as shown in Figure 1, its manufacture method includes：
Step 1, channel-section steel 1 is prepared, the face that the specifically required height of channel-section steel 1 should meet concrete road is thick,
Step 2, by the channel-section steel 1 by 2m length cutting complete, dowel steel is required in the groove surface mark of channel-section steel 1 according in construction drawing
Remember and dowel steel position；
Step 3, according to dowel steel size perforate, the big 2mm in aperture of aperture ratio dowel steel,
Step 4, with steel plate make section be S types positioning checkpoint 2,（As shown in Figure 2）
Step 5, weld two bolts in the width direction respectively at the two ends of channel-section steel 1；
Step 6, in the stage casing welding carrying handle 3 of every section of channel-section steel 1, then the bottom opening of every section of channel-section steel 1, this hole is used for secured adjusted mould
The base 4 of plate hight degree；
Step 7, splicing channel-section steel 1 form template：Two sections of channel-section steels 1 are mutually butted and each channel-section steel end is blocked with positioning checkpoint 2
Bolt.
The manufacture method of described modularity concrete road face die plate, the length of channel-section steel 1 determines according to expansion joint length.
The manufacture method of described modularity concrete road face die plate, in step 3, when installing dowel steel, opens up
Hole using ball block.
This template is made using modularized design thinking, and for template made by traditional slot steel, this template makes
Used time is easy to one man operation, and regardless of whether need to add dowel steel, this template also can meet, meanwhile, positioned by S-shaped
Clamp also improves precision during template splicing.
Claims (3)
1. a kind of manufacture method of modularity concrete road face die plate, is characterized in that：Including
Step 1, channel-section steel is prepared, the face that specifically required channel-section steel height should meet concrete road is thick,
Step 2, by the channel-section steel by 2m length cutting complete, dowel steel is required in channel-section steel groove surface labelling according in construction drawing
Go out dowel steel position；
Step 3, according to dowel steel size perforate, the big 2mm in aperture of aperture ratio dowel steel,
Step 4, with steel plate make section be S types positioning checkpoint,
Step 5, weld two bolts in the width direction respectively at the two ends of channel-section steel；
Step 6, in the stage casing welding carrying handle of every section of channel-section steel, then the bottom opening of every section of channel-section steel, this hole is used for secured adjusted template
The base of height；
Step 7, splicing channel-section steel form template：Two sections of channel-section steels are mutually butted and the spiral shell of each channel-section steel end is blocked with positioning checkpoint
Bolt.
2. the manufacture method of modularity concrete road face die plate according to claim 1, is characterized in that：The length root of channel-section steel
Determine according to expansion joint length.
3. the manufacture method of modularity concrete road face die plate according to claim 1, is characterized in that：In step 3, work as nothing
When need to install dowel steel, the hole for opening up is blocked using ball.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611155511.6A CN106624678A (en) | 2016-12-14 | 2016-12-14 | Manufacturing method for modularized concrete pavement formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611155511.6A CN106624678A (en) | 2016-12-14 | 2016-12-14 | Manufacturing method for modularized concrete pavement formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106624678A true CN106624678A (en) | 2017-05-10 |
Family
ID=58823258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611155511.6A Pending CN106624678A (en) | 2016-12-14 | 2016-12-14 | Manufacturing method for modularized concrete pavement formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106624678A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107414436A (en) * | 2017-07-04 | 2017-12-01 | 甘肃路桥建设集团有限公司 | Bridge prefabrication cored slab blocks shaper preparation method |
| CN112281600A (en) * | 2020-10-26 | 2021-01-29 | 中国核工业华兴建设有限公司 | Road surface layer concrete construction mold and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1150550A (en) * | 1997-08-06 | 1999-02-23 | Hoomecs:Kk | Connector for building material |
| EP2292856A2 (en) * | 2009-08-11 | 2011-03-09 | Simpson Strong-Tie Company, Inc. | Connector |
| JP2011132710A (en) * | 2009-12-24 | 2011-07-07 | Hiroyuki Nakanishi | Connector for pc form |
| CN203765767U (en) * | 2014-03-23 | 2014-08-13 | 云南云岭高速公路工程咨询有限公司 | Complete T-beam steel formwork |
| CN204282174U (en) * | 2014-11-27 | 2015-04-22 | 中交一公局第六工程有限公司 | Concrete square road surface steel form splicing seams position fixing apparatus |
| CN205382390U (en) * | 2016-01-05 | 2016-07-13 | 中建五局土木工程有限公司 | A template device for continuous reinforced concrete pavement |
| CN205399157U (en) * | 2016-03-03 | 2016-07-27 | 中建五局土木工程有限公司 | Template device for concrete placement |
-
2016
- 2016-12-14 CN CN201611155511.6A patent/CN106624678A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1150550A (en) * | 1997-08-06 | 1999-02-23 | Hoomecs:Kk | Connector for building material |
| EP2292856A2 (en) * | 2009-08-11 | 2011-03-09 | Simpson Strong-Tie Company, Inc. | Connector |
| JP2011132710A (en) * | 2009-12-24 | 2011-07-07 | Hiroyuki Nakanishi | Connector for pc form |
| CN203765767U (en) * | 2014-03-23 | 2014-08-13 | 云南云岭高速公路工程咨询有限公司 | Complete T-beam steel formwork |
| CN204282174U (en) * | 2014-11-27 | 2015-04-22 | 中交一公局第六工程有限公司 | Concrete square road surface steel form splicing seams position fixing apparatus |
| CN205382390U (en) * | 2016-01-05 | 2016-07-13 | 中建五局土木工程有限公司 | A template device for continuous reinforced concrete pavement |
| CN205399157U (en) * | 2016-03-03 | 2016-07-27 | 中建五局土木工程有限公司 | Template device for concrete placement |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107414436A (en) * | 2017-07-04 | 2017-12-01 | 甘肃路桥建设集团有限公司 | Bridge prefabrication cored slab blocks shaper preparation method |
| CN112281600A (en) * | 2020-10-26 | 2021-01-29 | 中国核工业华兴建设有限公司 | Road surface layer concrete construction mold and construction method thereof |
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