CN109779245A - A kind of composite structure stand alone type post-cast strip bracing members construction equipment - Google Patents
A kind of composite structure stand alone type post-cast strip bracing members construction equipment Download PDFInfo
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- CN109779245A CN109779245A CN201910085658.XA CN201910085658A CN109779245A CN 109779245 A CN109779245 A CN 109779245A CN 201910085658 A CN201910085658 A CN 201910085658A CN 109779245 A CN109779245 A CN 109779245A
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- cast strip
- standard knot
- adjustable
- fixed
- template
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Abstract
The invention discloses a kind of composite structure stand alone type post-cast strip bracing members construction equipments, including concrete roof post-cast strip, plank sheathing and template wooden flute, the intrinsic plank sheathing in bottom of the concrete roof post-cast strip, the intrinsic template wooden flute in the bottom of the plank sheathing, template wooden flute bottom is equipped with adjustable fixed knot platform, the bottom end of the adjustable fixed knot platform is fixed with support standard knot, is carried out between the support standard knot by bolt anchors affixed.The present invention is by solving the problems, such as that this template is set up and supported, a set of equipment is assembled using adjustable fixed knot platform, support standard knot, bolt anchors and rear bottom seat plate, using principles such as pin lock, fixing bolts, it is independently arranged alter-pouring strips mould plate, reaches alter-pouring strips mould plate and independently installs effect, integral manufacturing is simple, installation is easy to operate, firmly installs, and easy to disassemble, multiple turnover of producing once, it is easy to use, practical, cost is low.
Description
Technical field
The present invention relates to Architectural Equipment technical field, a kind of specially composite structure stand alone type post-cast strip bracing members construction is set
It is standby.
Background technique
Post-cast strip uses independent supporting form, i.e. form work engineering constructs while being arranged post-cast strip independence support system, after pour
Post-cast strip independence support system is not influenced when band two sides form removable, guarantees the structure of post-cast strip when removing two side template of post-cast strip
It is not disturbed；Post-cast strip independence support system must not remove when post-cast strip frame supported on both sides is removed, until it is mixed to meet design requirement
Solidifying soil pours completion and can remove.
In housing construction, drawing can all be equipped with post-cast strip, and unit in charge of construction's operation can be by post-cast strip mould when lack of standardization
The template of plate and basement roof is set along, and when causing form removal, alter-pouring strips mould plate is removed together, i.e. specification violation is wanted
It asks and also results in secondary set up.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides a kind of constructions of composite structure stand alone type post-cast strip bracing members to set
It is standby, solve the problems, such as that composite structure stand alone type post-cast strip bracing members construction equipment using effect is bad.
(2) technical solution
To achieve the above object, the invention provides the following technical scheme: a kind of composite structure stand alone type post-cast strip bracing members
Construction equipment, including concrete roof post-cast strip, plank sheathing and template wooden flute, the bottom of the concrete roof post-cast strip are intrinsic
Plank sheathing, the intrinsic template wooden flute in the bottom of the plank sheathing, template wooden flute bottom is equipped with adjustable fixed knot platform, described
The bottom end of adjustable fixed knot platform is fixed with support standard knot, is consolidated between the support standard knot by bolt anchors
It connects, the bottom of the bolt anchors is fixed with rear bottom seat plate.
The technical program is advanced optimized, the adjustable fixed knot platform includes adjustable plate, described adjustable
The bottom of formula plate is fixed with adjustable-angle fashioned iron, and the internal chiasma of the adjustable-angle fashioned iron is fixed with adjustable-angle
Screw rod is fixed with dismountable adjustment support rod between the portion and support standard knot of the adjustable plate.
The technical program is advanced optimized, the support standard knot makes 400*400*400 according to L60*60*60 angle steel
Standard knot, welded on the outside of support standard knot surrounding, the support standard knot and supported between standard knot using the bolt of 11mm
It is connected using 8mm high-strength bolt.
The technical program is advanced optimized, the specification of the rear bottom seat plate is set as 1000mm*1000mm*10mm backing plate,
It is quasi- to be installed by 3m layers of height, 7 section of need of standard knot 400mm is supported, height is adjusted finally by adjustable plate epimerite and is consolidated
It is fixed, reserve the design heights such as template wooden flute, plank sheathing.
The technical program is advanced optimized, after the dismountable adjustment support rod is calculated according to layer height and standard knot, production
The dismountable adjustment support rod of fixing piece, and each adjustable plate fixes four dismountable adjustment support rods.
(3) beneficial effect
Compared with prior art, the present invention provides a kind of composite structure stand alone type post-cast strip bracing members construction equipment, tools
It is standby following the utility model has the advantages that
1, the composite structure stand alone type post-cast strip bracing members construction equipment is set up and is supported by solving this template and asked
Topic assembles a set of equipment using adjustable fixed knot platform, support standard knot, bolt anchors and rear bottom seat plate, utilizes bolt
The principles such as lock, fixing bolt, are independently arranged alter-pouring strips mould plate, reach alter-pouring strips mould plate and independently install effect.
2, the composite structure stand alone type post-cast strip bracing members construction equipment, integral manufacturing is simple, installation is easy to operate, installation
Securely, and easy to disassemble, multiple turnover of producing once is easy to use, and practical, cost is low.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is the installation structure diagram of the invention；
Fig. 3 is the adjustable slab construction top view of the present invention；
Fig. 4 is the adjustable slab construction side view of the present invention；
Fig. 5 is the adjustable fixed knot platform structure schematic diagram of the present invention.
In figure: 1, concrete roof post-cast strip；2, plank sheathing；3, template wooden flute；4, it can adjust fixed knot platform；41, may be used
Adjustable type plate；42, adjustable-angle fashioned iron；43, adjustable-angle screw rod；44, dismountable adjustment support rod；5, standard is supported
Section；6, bolt anchors；7, rear bottom seat plate.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Fig. 1-5 is please referred to, the present invention provides a kind of technical solution: a kind of construction of composite structure stand alone type post-cast strip bracing members
Equipment, including concrete roof post-cast strip 1, plank sheathing 2 and template wooden flute 3, the intrinsic wooden model in the bottom of concrete roof post-cast strip 1
Plate 2, the intrinsic template wooden flute 3 in the bottom of plank sheathing 2,3 bottom of template wooden flute are equipped with adjustable fixed knot platform 4, can adjust and fix
The bottom end of section platform 4 is fixed with support standard knot 5, supports and carries out affixed, bolt anchor by bolt anchors 6 between standard knot 5
The bottom of firmware 6 is fixed with rear bottom seat plate 7, flat using adjustable fixed knot by solving the problems, such as that this template is set up and supported
Platform 4, support standard knot 5, bolt anchors 6 and rear bottom seat plate 7 assemble a set of equipment, using principles such as pin lock, fixing bolts,
It is independently arranged alter-pouring strips mould plate, reaches alter-pouring strips mould plate and independently installs effect, integral manufacturing is simple, installation is easy to operate, installation
Securely, and easy to disassemble, multiple turnover of producing once is easy to use, and practical, cost is low.
Specifically, adjustable fixed knot platform 4 includes adjustable plate 41, the bottom of adjustable plate 41 is fixed with
Adjustable-angle fashioned iron 42, the internal chiasma of adjustable-angle fashioned iron 42 is fixed with adjustable-angle screw rod 43, adjustable flat
It is fixed with dismountable adjustment support rod 44 between the portion and support standard knot 5 of plate 41, is acted on for adjustable support, according to scene
The determination and installation of actual demand progress length.
Specifically, support standard knot 5 is according to the standard knot with L60*60*60mm angle steel production 400*400*400mm, support
It is welded on the outside of 5 surrounding of standard knot using the bolt of 11mm, supports and use 8mm high-strength bolt between standard knot 5 and support standard knot 5
Connection, positioned at the stability of support connection.
Specifically, the specification of rear bottom seat plate 7 is set as 1000mm*1000mm*10mm backing plate, and it is quasi- to be installed by 3m layers of height, it props up
7 section of need for supportting 5 400mm of standard knot adjusts height finally by adjustable 41 epimerite of plate and is fixed, and reserves template wood
Stupefied 3, the design heights such as plank sheathing 2 are customized rational Design on Plane installation according to the actual demand of drawing.
Specifically, making the dismountable adjustment of fixing piece after dismountable adjustment support rod 44 is calculated according to layer height and standard knot
Support rod 44, and each adjustable plate 41 fixes four dismountable adjustment support rods 44.
When in use, concrete roof post-cast strip 1 is supported by plank sheathing 2 and pours, and then is risen by template wooden flute 3
It is acted on to fixed bearing, while can be by bottom seat plate 7 after installation, and then support standard knot 5 is installed on rear bottom seat plate 7, and supported
Be fixed between standard knot 5 by bolt anchors 6, between reinforced by bolt, and then supporting standard knot 5
It is upper that adjustable fixed knot platform 4 is installed, and the adjustable plate 41 and template wooden flute 3 on adjustable fixed knot platform 4 carry out
Then bracing reinforcement is separately fixed at the top of adjustable plate 41 with support standard knot 5 by adjustable-angle fashioned iron 42,
And then adjustable-angle screw rod 43 is installed, it is then supported at it and dismountable tune is installed between standard knot 5 and adjustable plate 41
Whole support rod 44 carries out installation assembling, can be completed in this way.
In conclusion the composite structure stand alone type post-cast strip bracing members construction equipment, flat by the way that adjustable fixed knot is arranged
Platform 4, support standard knot 5, bolt anchors 6 and rear bottom seat plate 7 solve the construction of composite structure stand alone type post-cast strip bracing members and set
The standby bad problem of using effect.
It should be noted that, in this document, such as the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of composite structure stand alone type post-cast strip bracing members construction equipment, including concrete roof post-cast strip (1), plank sheathing
(2) and template wooden flute (3), it is characterised in that: the intrinsic plank sheathing in bottom (2) of the concrete roof post-cast strip (1), the wood
The intrinsic template wooden flute (3) in the bottom of template (2), template wooden flute (3) bottom is equipped with adjustable fixed knot platform (4), described
The bottom end of adjustable fixed knot platform (4) is fixed with support standard knot (5), passes through bolt anchor between the support standard knot (5)
Firmware (6) progress is affixed, and the bottom of the bolt anchors (6) is fixed with rear bottom seat plate (7).
2. a kind of composite structure stand alone type post-cast strip according to claim 1 bracing members construction equipment, it is characterised in that: institute
Stating adjustable fixed knot platform (4) includes adjustable plate (41), and the bottom of the adjustable plate (41) is fixed with can
It adjusts angle fashioned iron (42), the internal chiasma of the adjustable-angle fashioned iron (42) is fixed with adjustable-angle screw rod (43), institute
It states and is fixed with dismountable adjustment support rod (44) between the portion of adjustable plate (41) and support standard knot (5).
3. a kind of composite structure stand alone type post-cast strip according to claim 1 bracing members construction equipment, it is characterised in that: institute
Support standard knot (5) is stated according to the standard knot with L60*60*60 angle steel production 400*400*400, is supported outside standard knot (5) surrounding
Side is welded using the bolt of 11mm, is connect between the support standard knot (5) and support standard knot (5) using 8mm high-strength bolt.
4. a kind of composite structure stand alone type post-cast strip according to claim 1 bracing members construction equipment, it is characterised in that: institute
The specification for stating rear bottom seat plate (7) is set as 1000mm*1000mm*10mm backing plate, quasi- to install by 3m layers of height, supports standard knot (5)
7 section of need of 400mm adjusts height finally by adjustable plate (41) epimerite and is fixed, and reserves template wooden flute (3), wood
The design heights such as template (2).
5. a kind of composite structure stand alone type post-cast strip according to claim 1 bracing members construction equipment, it is characterised in that: institute
After dismountable adjustment support rod (44) is stated according to layer height and standard knot calculating, the dismountable adjustment support rod (44) of fixing piece is made,
And each adjustable plate (41) fixes four dismountable adjustment support rods (44).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910085658.XA CN109779245B (en) | 2019-01-29 | 2019-01-29 | Combined structure independent post-cast strip steel support construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910085658.XA CN109779245B (en) | 2019-01-29 | 2019-01-29 | Combined structure independent post-cast strip steel support construction equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109779245A true CN109779245A (en) | 2019-05-21 |
| CN109779245B CN109779245B (en) | 2021-03-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910085658.XA Active CN109779245B (en) | 2019-01-29 | 2019-01-29 | Combined structure independent post-cast strip steel support construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109779245B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201495772U (en) * | 2009-03-13 | 2010-06-02 | 南通建筑工程总承包有限公司 | Post-poured band formwork supporting device |
| CN101871262A (en) * | 2010-06-25 | 2010-10-27 | 中天建设集团有限公司天津分公司 | Method for constructing beam plate supporting system having post-cast strip |
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN204059966U (en) * | 2014-09-05 | 2014-12-31 | 宝业湖北建工集团有限公司 | Bracing or strutting arrangement and high-supported formwork support system |
| CN205617789U (en) * | 2016-04-07 | 2016-10-05 | 通号工程局集团湖南建设工程有限公司 | Independent bearing structure of centre of form |
| CN106284982A (en) * | 2016-08-10 | 2017-01-04 | 北京首钢建设集团有限公司 | A kind of reinforced concrete floor alter-pouring strips mould plate method for supporting |
| CN107227843A (en) * | 2017-07-28 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of alter-pouring strips mould plate support system and construction method |
| CN206625260U (en) * | 2017-03-13 | 2017-11-10 | 云南建投第三建设有限公司 | A kind of detachable late poured band support post |
-
2019
- 2019-01-29 CN CN201910085658.XA patent/CN109779245B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201495772U (en) * | 2009-03-13 | 2010-06-02 | 南通建筑工程总承包有限公司 | Post-poured band formwork supporting device |
| CN101871262A (en) * | 2010-06-25 | 2010-10-27 | 中天建设集团有限公司天津分公司 | Method for constructing beam plate supporting system having post-cast strip |
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN204059966U (en) * | 2014-09-05 | 2014-12-31 | 宝业湖北建工集团有限公司 | Bracing or strutting arrangement and high-supported formwork support system |
| CN205617789U (en) * | 2016-04-07 | 2016-10-05 | 通号工程局集团湖南建设工程有限公司 | Independent bearing structure of centre of form |
| CN106284982A (en) * | 2016-08-10 | 2017-01-04 | 北京首钢建设集团有限公司 | A kind of reinforced concrete floor alter-pouring strips mould plate method for supporting |
| CN206625260U (en) * | 2017-03-13 | 2017-11-10 | 云南建投第三建设有限公司 | A kind of detachable late poured band support post |
| CN107227843A (en) * | 2017-07-28 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of alter-pouring strips mould plate support system and construction method |
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| Publication number | Publication date |
|---|---|
| CN109779245B (en) | 2021-03-02 |
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