CN101349102A - Inner clip type formwork and matching apparatus thereof - Google Patents
Inner clip type formwork and matching apparatus thereof Download PDFInfo
- Publication number
- CN101349102A CN101349102A CNA200810134869XA CN200810134869A CN101349102A CN 101349102 A CN101349102 A CN 101349102A CN A200810134869X A CNA200810134869X A CN A200810134869XA CN 200810134869 A CN200810134869 A CN 200810134869A CN 101349102 A CN101349102 A CN 101349102A
- Authority
- CN
- China
- Prior art keywords
- metal pull
- pull bar
- template
- templates
- clip type
- 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.)
- Pending
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides an inner clip type template and a matched device thereof, relating to a concrete inner clip type template accessory, in particular to a template, which can be spliced, interchanged and used repeatedly, and is made of recoverable materials, and a matched device thereof. A metal pull rod(2) is inserted between two opposite templates (1); gaskets (3) are arranged between a choke block(2-2) at one end of the metal pull rod(2) and the templates(1); a inserting piece(4) is inserted in an inserting slot(2-1) of the metal pull rod(2); a precast hollow concrete block(5) is in sleeved connection with the metal pull rod(2) and arranged between the two templates(1). The inner clip type template and the matched device can facilitate the building of concrete templates, and while casting concrete, the inner clip type template and the matched device can conveniently and quickly adjust the wall thickness, shorten the construction period and speed up the construction.
Description
Technical field:
It is supporting to the present invention relates to a kind of concrete inner clip type formwork, be specifically related to sliceable, interchangeable, can be repeatedly used, template and corollary apparatus thereof that recyclable material is made.
Background technology:
As everyone knows, ordinary concrete is very heavy, but it is still the preferred option that each local building in the world already uses, and cement is concrete main bonding agent, and other all are the fillers of picture sand and rubble and so on.At present common concrete structure all is that template is built in the place that needs now, concrete perfusion then, treat concrete setting after stripping get final product.This class concrete pouring, needed template build process complexity is wasted a large amount of timber, and needs materials such as a large amount of steel plates, steel pipe, and the constructor is had higher technical requirements, has wasted great amount of manpower and material resources.
Summary of the invention:
A kind of inner clip type formwork and corollary apparatus have been the purpose of this invention is to provide, it has conveniently builds concrete blinding, in the process of concrete pouring, can regulate wall distance, and make it parallel, secondary building, only need stripping next day, set up once more and get final product, shortened the construction period, accelerated the speed of building, everyone can establish 2-3 square metre template each hour.In order to solve the existing problem of background technology, the present invention is by the following technical solutions: it is by polylith template 1, metal pull bar 2, pad 3, have hypotenuse inserted sheet 4, prefabricated hollow concrete piece 5, form, be interspersed with metal pull bar 2 between corresponding two templates 1, metal pull bar 2 one ends are provided with block 2-2, the other end of metal pull bar 2 is provided with inserted slot 2-1, be provided with pad 3 between the block 2-2 of metal pull bar 2 one ends and the template 1, also be provided with pad 3 between the template 1 of metal pull bar 2 other ends and the inserted slot 2-1, inserted sheet 4 is plugged in the inserted slot 2-1 of metal pull bar 2, and prefabricated hollow concrete piece 5 is socketed on the metal pull bar 2 and is provided with between two templates 1.Polylith template 1 connects big body of wall of back formation among the present invention, utilizes middle prefabricated hollow concrete piece 5 to control with the distance between metal pull bar 2 fixing 1, two template 1 of corresponding two templates then.Template 1 outside is respectively arranged with pad 3, can be used for the stressed buffering of pull bar 2 as quickly as possible.Inserted sheet 4 is used for fastening metal pull bar 4, guarantees distance stable between two templates 1, and helps regulating, tightening up two templates 1.Guarantee the concrete pouring in later stage.The present invention is easy for installation, quick, shortened a large amount of man-hours, and it is very convenient, quick for the adjusting of concrete distance, second batch construction, only need stripping next day, set up once more and get final product, shortened the construction period, accelerated the speed of building, everyone can establish 2-3 square metre template each hour.
Description of drawings:
Fig. 1 is a structural representation of the present invention, Fig. 2 is the structural representation of metal pull bar 2, Fig. 3 is the vertical view of Fig. 2, Fig. 4 is the structural representation of inserted sheet 4, Fig. 5 is the left view of Fig. 4, Fig. 6 is the structural representation of prefabricated hollow concrete piece 5, and Fig. 7 is two templates, 1 syndeton schematic diagrames, and Fig. 8 is that the A-A of Fig. 7 is to sectional view.
The specific embodiment:
Referring to Fig. 1-6, this specific embodiment is by the following technical solutions: it is by polylith template 1, metal pull bar 2, pad 3, have hypotenuse inserted sheet 4, prefabricated hollow concrete piece 5, form, be interspersed with metal pull bar 2 between corresponding two templates 1, metal pull bar 2 one ends are provided with block 2-2, the other end of metal pull bar 2 is provided with inserted slot 2-1, be provided with pad 3 between the block 2-2 of metal pull bar 2 one ends and the template 1, also be provided with pad 3 between the template 1 of metal pull bar 2 other ends and the inserted slot 2-1, inserted sheet 4 is plugged in the inserted slot 2-1 of metal pull bar 2, and prefabricated hollow concrete piece 5 is socketed on the metal pull bar 2 and is provided with between two templates 1.Polylith template 1 connects big body of wall of back formation among the present invention, utilizes middle prefabricated hollow concrete piece 5 to control with the distance between metal pull bar 2 fixing 1, two template 1 of corresponding two templates then.Template 1 outside is respectively arranged with pad 3, can be used for the stressed buffering of pull bar 2 as quickly as possible.Inserted sheet 4 is used for fastening metal pull bar 4, guarantees distance stable between two templates 1, and helps regulating, tightening up two templates 1.Guarantee the concrete pouring in later stage.The present invention is easy for installation, quick, shortened a large amount of man-hours, and it is very convenient, quick for the adjusting of concrete distance, second batch construction, only need stripping next day, set up once more and get final product, shortened the construction period, accelerated the speed of building, everyone can establish 2-3 square metre template each hour.
Every edge of described template 1 is provided with locating hole 1-1, is provided with clamping element 7 between two templates 1 that link to each other, and is provided with alignment pin 6 in the locating hole 1-1 of correspondence.Locating hole 1-1 and alignment pin 6 can guarantee the accuracy of position between the adjacent template 1.
The centre of described prefabricated hollow concrete piece 5 is provided with manhole 5-1.Described prefabricated hollow concrete piece, its length determined to build body of wall, beam, post width, template is close at two ends, metal pull bar passes the hollow hole of concrete piece and inwardly strains, fixed form also makes it parallel.This cover template is supporting, is by internal force tension, but not the fixing body of wall of the outer method that supports, after the engineering end, formwork for placing supporting with stay-at-home in body of wall, combine together with wall.
Claims (3)
1, a kind of inner clip type formwork and corollary apparatus, it is characterized in that it is by polylith template (1), metal pull bar (2), pad (3), have hypotenuse inserted sheet (4), prefabricated hollow concrete piece (5) is formed, be interspersed with metal pull bar (2) between corresponding two templates (1), metal pull bar (2) one ends are provided with block (2-2), the other end of metal pull bar (2) is provided with inserted slot (2-1), be provided with pad (3) between the block (2-2) of metal pull bar (2) one ends and the template (1), also be provided with pad (3) between the template (1) of metal pull bar (2) other end and the inserted slot (2-1), inserted sheet (4) is plugged in the inserted slot (2-1) of metal pull bar (2), and prefabricated hollow concrete piece (5) is socketed in metal pull bar (2) and goes up and be provided with between two templates (1).
2, a kind of inner clip type formwork according to claim 1 and corollary apparatus, the every edge that it is characterized in that described template (1) is provided with locating hole (1-1), be provided with clamping element (7) between two templates (1) that link to each other, in the locating hole (1-1) of correspondence, be provided with alignment pin (6).
3, a kind of inner clip type formwork according to claim 1 and corollary apparatus is characterized in that the centre of described prefabricated hollow concrete piece (5) is provided with manhole (5-1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA200810134869XA CN101349102A (en) | 2008-08-04 | 2008-08-04 | Inner clip type formwork and matching apparatus thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA200810134869XA CN101349102A (en) | 2008-08-04 | 2008-08-04 | Inner clip type formwork and matching apparatus thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101349102A true CN101349102A (en) | 2009-01-21 |
Family
ID=40268053
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNA200810134869XA Pending CN101349102A (en) | 2008-08-04 | 2008-08-04 | Inner clip type formwork and matching apparatus thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101349102A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102587652A (en) * | 2012-03-07 | 2012-07-18 | 巨匠建设集团有限公司 | Connection structure for splicing aluminum alloy frame building template |
CN103967268A (en) * | 2013-01-31 | 2014-08-06 | 同济大学 | Building template for aluminum frame wood-plastic plate |
CN104924450A (en) * | 2015-06-19 | 2015-09-23 | 金俊河 | Production equipment and process technology of reinforced concrete energy-saving assembled house |
CN104975715A (en) * | 2015-06-30 | 2015-10-14 | 中国二十冶集团有限公司 | Formwork sealing method for walls or columns |
CN109518968A (en) * | 2018-12-20 | 2019-03-26 | 筑梦高科建筑有限公司 | A kind of split bolt of semi-solid-state shaping |
CN114673351A (en) * | 2022-04-24 | 2022-06-28 | 中国十七冶集团有限公司 | Raft plate beam quick mounting and dismounting split bolt and construction method thereof |
-
2008
- 2008-08-04 CN CNA200810134869XA patent/CN101349102A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102587652A (en) * | 2012-03-07 | 2012-07-18 | 巨匠建设集团有限公司 | Connection structure for splicing aluminum alloy frame building template |
CN102587652B (en) * | 2012-03-07 | 2015-01-14 | 巨匠建设集团有限公司 | Connection structure for splicing aluminum alloy frame building template |
CN103967268A (en) * | 2013-01-31 | 2014-08-06 | 同济大学 | Building template for aluminum frame wood-plastic plate |
CN104924450A (en) * | 2015-06-19 | 2015-09-23 | 金俊河 | Production equipment and process technology of reinforced concrete energy-saving assembled house |
CN104975715A (en) * | 2015-06-30 | 2015-10-14 | 中国二十冶集团有限公司 | Formwork sealing method for walls or columns |
CN109518968A (en) * | 2018-12-20 | 2019-03-26 | 筑梦高科建筑有限公司 | A kind of split bolt of semi-solid-state shaping |
CN109518968B (en) * | 2018-12-20 | 2021-07-13 | 广东博智林机器人有限公司 | Semi-solid formed split bolt |
CN114673351A (en) * | 2022-04-24 | 2022-06-28 | 中国十七冶集团有限公司 | Raft plate beam quick mounting and dismounting split bolt and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101349102A (en) | Inner clip type formwork and matching apparatus thereof | |
KR100510254B1 (en) | Precasting method of spliced prestressed concrete girder segment and the segment precasted by above method | |
CN105484151B (en) | The construction and its construction method connected between a kind of enhancing precast concrete segment | |
WO2018196309A1 (en) | Connection configuration for precast concrete beam formed from recycled concrete block and construction method thereof | |
JP2019126991A (en) | Ultrahigh strength fiber-reinforced concrete composite precast pc floor slab | |
CN103334356A (en) | Bridge type precast reinforced concrete hidden beam slab pavement system and construction method thereof | |
CN111024480B (en) | Model for simulating concrete stress state and test method | |
CN109853944A (en) | Building frame structure square column circumference button formwork and its construction method | |
CN104070603A (en) | Tensioning assembly for producing prestressed concrete pile without end plate | |
CN102561679A (en) | Fabricated floor decking sheet, fastener and construction method of cast-in-situ concrete floor slabs | |
CN204728694U (en) | A kind of concrete component template fixation kit | |
JP2003253620A (en) | Cable stayed bridge and its construction method | |
CN207538222U (en) | A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure | |
CN202689546U (en) | Special fastening clamp for ring beam template of masonry wall | |
CN203937017U (en) | Stretch-draw assembly for the production of end-plate-free prestressed-concrete pile | |
CN102121313B (en) | Rebar planting-free formwork erecting method for masonry construction and device thereof | |
CN208733665U (en) | A kind of fixed structure of concrete side built-in fitting | |
CN207812625U (en) | Special-shaped gutter template integrated apparatus | |
CN114922348A (en) | Assembly-formed UHPC (ultra high performance polycarbonate) disassembly-free beam column joint template | |
CN206703280U (en) | Reinforcing bar positioning fixture for precast member for reinforcing bar concrete | |
CN109339439B (en) | Constructional column formwork construction device and process | |
CN209723594U (en) | A kind of positioning of assembled architecture reinforcing bar and check device | |
KR20180027840A (en) | Post-Tensioned Anchor | |
CN211257816U (en) | Beam-free floor column cap tool type adjustable template | |
JP2007009492A (en) | Precast segment, end form for use in its manufacture, and manufacturing method and joining method for precast segment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
AD01 | Patent right deemed abandoned |
Effective date of abandoning: 20090121 |
|
C20 | Patent right or utility model deemed to be abandoned or is abandoned |