CN201649639U - Supporting system of post-pouring belt template on foundation soleplate - Google Patents
Supporting system of post-pouring belt template on foundation soleplate Download PDFInfo
- Publication number
- CN201649639U CN201649639U CN2010201607254U CN201020160725U CN201649639U CN 201649639 U CN201649639 U CN 201649639U CN 2010201607254 U CN2010201607254 U CN 2010201607254U CN 201020160725 U CN201020160725 U CN 201020160725U CN 201649639 U CN201649639 U CN 201649639U
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- expanded metal
- metal lath
- bolt
- sole plate
- steel
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Abstract
The utility model discloses a supporting system of a post-pouring belt template on a foundation soleplate. A foundation soleplate bottom reinforcing mesh is arranged on a prefabricated slurry baffle block; a profile steel back edge is placed at the overlapping joint of adjacent steel plate mesh modules; the lower part of a steel plate mesh is muffled and cushioned at a corner at the lower part of the foundation soleplate bottom reinforcing mesh; a foundation soleplate surface reinforcing mesh is arranged at the upper part of each steel plate mesh module; a slurry baffle square wood strip is arranged above the foundation soleplate surface reinforcing mesh; the upper end of the steel plate mesh is muffled on the slurry baffle square wood strip; the slurry baffle square wood strip, the steel plate mesh modules and an adjacent foundation soleplate surface reinforcing steel bar are bound and fixed by a lead wire, and one end of a lower stayed bolt is fixed with a steel plate module bolt through the profile steel back edge, and the other end thereof is welded and fixed with a foundation soleplate bottom reinforcing steel bar; one end of an upper stayed bolt is fixed with the steel plate mesh module bolt through the profile steel back edge, and the other end thereof is welded and fixed with the foundation soleplate surface reinforcing steel bar. The supporting system has the advantages of reasonable structure, convenient construction, economy and practical use.
Description
Technical field:
The utility model relates to a kind of building and architectural engineering construction technique, is sole plate post-poured strip form bracing system.
Background technology:
Sole plate post-poured strip construction formwork backing material does not have other effects except that playing formation ater-casting cavity effect.General sole plate post-poured strip template supports and adopts steel net mould, and the ater-casting backing material is difficult to remove, and generally keeps somewhere in the ater-casting, and its template backing material is disposable consumption; For the spillage of avoiding ater-casting net mould and sole plate bottom layer of the reinforcing steel topping gap location causes pollution to the ater-casting cavity; general employing mortar stops up or arranges cast-in-place plain concrete retaining slurry band before the sole plate reinforcing bar binding; this mortar or plain concrete band cleaning difficulty after the ater-casting cavity forms, the construction quality when influencing postorder ater-casting closure construction.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, and alter-pouring strips mould plate supports dismountable and recycle with most of material, while easy construction, economical and practical sole plate post-poured strip form bracing system.
Technical solution of the present invention is:
A kind of sole plate post-poured strip form bracing system, it is characterized in that: comprise being arranged on basic floor cushion layer concrete, prefabricated concrete retaining slurry stick on topping concrete or the leading sealing concrete, on the prefabricated retaining slurry stick sole plate bottom layer of the reinforcing steel net is set, expanded metal lath intermodule lap-joint placed type steel backing is stupefied, the expanded metal lath bottom wrap and liner in sole plate bottom layer of the reinforcing steel net lower angle place, on expanded metal lath mould top sole plate surfacing steel bar net is set, base plate surfacing steel bar top is provided with retaining slurry fillet, wrap on retaining slurry fillet in the upper end of expanded metal lath, retaining slurry fillet and expanded metal lath mould and the sole plate surfacing steel bar that is close to adopt the galvanized wire colligation to fix; The bottom tiltedly draws an end of bolt by shaped steel back cord and expanded metal lath mould bolt, and the bottom tiltedly draws the other end of bolt and the welding of sole plate bottom layer of the reinforcing steel to fix; Top tiltedly draws an end of bolt by shaped steel back cord and expanded metal lath mould bolt, and top tiltedly draws the other end of bolt and the welding of sole plate surfacing steel bar to fix.
The expanded metal lath mould comprises expanded metal lath, and every block plate net rectangularity is banded with vertical reinforcement, horizontal reinforcement and scissor galvanized wire batter brace by galvanized wire on the expanded metal lath, and the end of vertical steel wire is provided with 90 degree hooks.
The utility model is rational in infrastructure; effectively overcome the weak point of traditional sole plate post-poured strip form bracing system; alter-pouring strips mould plate supports the dismountable and recycling with most of material; adopt prefabricated concrete stick retaining slurry at ater-casting net mould and sole plate bottom layer of the reinforcing steel topping gap location, this prefabricated concrete stick cleaning is simple.The utility model has not only guaranteed the construction quality of ater-casting, simultaneously easy construction, economical and practical.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
Fig. 2 is the A-A diagrammatic sketch of Fig. 1.
Fig. 3 is an expanded metal lath mould schematic diagram.
The specific embodiment:
A kind of sole plate post-poured strip form bracing system, comprise and be arranged on basic floor cushion layer concrete, prefabricated concrete retaining slurry stick 1 on topping concrete or the leading sealing concrete, on the prefabricated retaining slurry stick sole plate bottom layer of the reinforcing steel net 7 is set, expanded metal lath intermodule lap-joint placed type steel backing stupefied 8, the expanded metal lath bottom wrap and liner in sole plate bottom layer of the reinforcing steel net lower angle place, on expanded metal lath mould top sole plate surfacing steel bar net 9 is set, base plate surfacing steel bar top is provided with retaining slurry fillet 10, wrap on retaining slurry fillet in the upper end of expanded metal lath, retaining slurry fillet and expanded metal lath mould 2 and the sole plate surfacing steel bar that is close to adopt the galvanized wire colligation to fix; The bottom tiltedly draws an end of bolt 11 by shaped steel back cord 8 and expanded metal lath mould bolt, and the bottom tiltedly draws the other end of bolt and the welding of sole plate bottom layer of the reinforcing steel to fix; Top tiltedly draws an end of bolt 12 by shaped steel back cord and expanded metal lath mould bolt, and top tiltedly draws the other end of bolt and the welding of sole plate surfacing steel bar to fix.
The expanded metal lath mould comprises expanded metal lath 3, and every block plate net rectangularity is banded with vertical reinforcement 4, horizontal reinforcement 5 and scissor galvanized wire batter brace 6 by galvanized wire on the expanded metal lath, and the end of vertical steel wire is provided with 90 degree hooks.
Claims (2)
1. sole plate post-poured strip form bracing system, it is characterized in that: comprise being arranged on basic floor cushion layer concrete, prefabricated concrete retaining slurry stick on topping concrete or the leading sealing concrete, on the prefabricated retaining slurry stick sole plate bottom layer of the reinforcing steel net is set, expanded metal lath intermodule lap-joint placed type steel backing is stupefied, the expanded metal lath bottom wrap and liner in sole plate bottom layer of the reinforcing steel net lower angle place, on expanded metal lath mould top sole plate surfacing steel bar net is set, base plate surfacing steel bar top is provided with retaining slurry fillet, wrap on retaining slurry fillet in the upper end of expanded metal lath, retaining slurry fillet and expanded metal lath mould and the sole plate surfacing steel bar that is close to adopt the galvanized wire colligation to fix; The bottom tiltedly draws an end of bolt by shaped steel back cord and expanded metal lath mould bolt, and the bottom tiltedly draws the other end of bolt and the welding of sole plate bottom layer of the reinforcing steel to fix; Top tiltedly draws an end of bolt by shaped steel back cord and expanded metal lath mould bolt, and top tiltedly draws the other end of bolt and the welding of sole plate surfacing steel bar to fix.
2. sole plate post-poured strip form bracing system according to claim 1, it is characterized in that: the expanded metal lath mould comprises expanded metal lath, every block plate net rectangularity, be banded with vertical reinforcement, horizontal reinforcement and scissor galvanized wire batter brace by galvanized wire on the expanded metal lath, the end of vertical steel wire is provided with 90 degree hooks.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201607254U CN201649639U (en) | 2010-04-07 | 2010-04-07 | Supporting system of post-pouring belt template on foundation soleplate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010201607254U CN201649639U (en) | 2010-04-07 | 2010-04-07 | Supporting system of post-pouring belt template on foundation soleplate |
Publications (1)
Publication Number | Publication Date |
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CN201649639U true CN201649639U (en) | 2010-11-24 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2010201607254U Expired - Fee Related CN201649639U (en) | 2010-04-07 | 2010-04-07 | Supporting system of post-pouring belt template on foundation soleplate |
Country Status (1)
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102352688A (en) * | 2011-09-05 | 2012-02-15 | 山西四建集团有限公司 | Post-pouring strip supporting equipment |
CN104005557A (en) * | 2014-06-11 | 2014-08-27 | 山东电力建设第一工程公司 | Formwork-detachment-free device for post-cast strip |
CN104234088A (en) * | 2014-09-23 | 2014-12-24 | 南京长江都市建筑设计股份有限公司 | Post-cast strip structure of prefabricated double-layer laminate basement external wall panel and construction procedure |
CN104806011A (en) * | 2015-05-25 | 2015-07-29 | 中国五冶集团有限公司 | Raft plate post-cast strip pouring template and construction method thereof |
-
2010
- 2010-04-07 CN CN2010201607254U patent/CN201649639U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102352688A (en) * | 2011-09-05 | 2012-02-15 | 山西四建集团有限公司 | Post-pouring strip supporting equipment |
CN104005557A (en) * | 2014-06-11 | 2014-08-27 | 山东电力建设第一工程公司 | Formwork-detachment-free device for post-cast strip |
CN104234088A (en) * | 2014-09-23 | 2014-12-24 | 南京长江都市建筑设计股份有限公司 | Post-cast strip structure of prefabricated double-layer laminate basement external wall panel and construction procedure |
CN104806011A (en) * | 2015-05-25 | 2015-07-29 | 中国五冶集团有限公司 | Raft plate post-cast strip pouring template and construction method thereof |
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Date | Code | Title | Description |
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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: 20101124 Termination date: 20150407 |
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EXPY | Termination of patent right or utility model |