CN105442832A - Formwork for concrete guide wall - Google Patents
Formwork for concrete guide wall Download PDFInfo
- Publication number
- CN105442832A CN105442832A CN201510738947.7A CN201510738947A CN105442832A CN 105442832 A CN105442832 A CN 105442832A CN 201510738947 A CN201510738947 A CN 201510738947A CN 105442832 A CN105442832 A CN 105442832A
- Authority
- CN
- China
- Prior art keywords
- guide wall
- steel
- flanging
- form board
- wall form
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0658—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts remaining completely or partially embedded in the cast material
Abstract
The invention discloses a formwork for a concrete guide wall. The formwork comprises a steel die panel, a steel clamp, a connecting angle, a round steel pull rod, an end face sealing plate and a connecting bolt. The steel die panel and the steel clamp form a guide wall formwork base part, the end face sealing plate is arranged at the end of the guide wall formwork base part, the connecting angle is arranged between two longitudinal sections of the guide wall formwork base part, and the round steel pull rod is arranged between corners of the two sections of the guide wall formwork base part. The structure with the steel die panel, the steel clamp and the round steel pull rod is adopted, the problems that the concrete guide wall is easily subjected to deformation, die expansion and deviation are solved, and the formwork has the advantages of being simple in structure, being arranged precisely and quickly, being convenient to dismantle and capable of being repeatedly transferred and used.
Description
Technical field
The present invention relates to the formwork erection of civilian construction technical field cast-in-situ concrete, especially a kind of template of concrete guide wall.
Background technology
Along with the raising of civilian construction quality, for strengthening the structure of building, improve the leakage performance between kitchen guarding and parlor or bedroom, on the Process ba-sis of cast-in-situ floorslab structure, adopt cast-in-situ concrete to lead the technique of wall construction to the partition wall of kitchen guarding, and make that floor is integrated with leading wall builds.The concrete guide wall of prior art is commonly used wooden form and is installed, for ensureing concrete pouring quality, vibrating head tamping need be used when concrete guide wall is built, Problems existing is, easily cause guide wall form board off normal in casting process, rise mould, cause deformation of wall to be shifted, both affected the presentation quality of body of wall, cause again the spaced-apart locations of body of wall to offset; Outside secondary, install low precision due to what lead wall wooden form, wooden form easily causes template to damage in a large number after removing, and recovery utilization rate is low, causes the waste of human and material resources.
Summary of the invention
The template of a kind of concrete guide wall provided for the deficiencies in the prior art is provided, the present invention adopts the structure of steel form, steel card and round steel pull bar, solve that concrete guide wall template is yielding, the problem of rise mould and skew, there is structure simple, formwork erection precisely quick, dismounting conveniently, and can have enough to meet the need the advantage of use repeatedly.
The concrete technical scheme realizing the object of the invention is:
A kind of template of concrete guide wall, its feature comprises steel die, steel card, connecting angle, round steel pull bar, end face shrouding and connecting bolt, described steel die is the plate that dual-side is equipped with flanging, flanging is provided with several strip hole, steel card is " door " font support, the crossbeam of its " door " font is provided with lifting hole(eyelet), dual-side door pillar is respectively provided with two lock bolts, the two ends of connecting angle one side are respectively equipped with strip hole, round steel pull bar is the rod member that two ends is provided with screw rod, and two screw rods be parallel to each other and with the axes normal of round steel pull bar, end face shrouding is tabular, its one side is vertically provided with several connection strap,
Described steel die and steel card form guide wall form board substrate, both two panels steel die be provided with the one side of flanging parallel fit in steel card two inside on door pillar, steel die and steel fix even through flanging by lock bolt, the termination of guide wall form board substrate is located at by end face shrouding, and the connection strap of end face shrouding is through in the flanging of two panels steel die, end face shrouding and steel die are connected through the strip hole on connection strap and flanging by connecting bolt, connecting angle is two, be located between two sections of guide wall form board substrates longitudinal directions, connecting angle and guide wall form board substrate are connected through the strip hole on the strip hole of connecting angle and flanging by connecting bolt, round steel pull bar is located between two sections of guide wall form board substrate turnings, round steel pull bar and guide wall form board substrate are connected through the strip hole on flanging by the screw rod on round steel pull bar.
The present invention adopts the structure of steel form, steel card and round steel pull bar, solves that concrete guide wall template is yielding, the problem of rise mould and skew, has structure simple, formwork erection precisely quick, remove convenient, and repeatedly can have enough to meet the need the advantage of use.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is A-A cross section structure schematic diagram of Fig. 1;
Fig. 3 is the B--B cross section structure schematic diagram of Fig. 1;
Fig. 4 is the C--C cross section structure schematic diagram of Fig. 1;
Fig. 5 is the D--D cross section structure schematic diagram of Fig. 1;
Fig. 6 is using state schematic diagram of the present invention.
Detailed description of the invention
Consult Fig. 1 ~ Fig. 5, the present invention includes steel die 1, steel card 2, connecting angle 3, round steel pull bar 4, end face shrouding 5 and connecting bolt 6, described steel die 1 is equipped with the plate of flanging for dual-side, flanging is provided with several strip hole 11, steel card 2 is " door " font support, the crossbeam of its " door " font is provided with lifting hole(eyelet) 21, dual-side door pillar is respectively provided with two lock bolts 22, the two ends of connecting angle (3) side are respectively equipped with strip hole 31, round steel pull bar 4 is provided with the rod member of screw rod 41 for two ends, and two screw rods 41 be parallel to each other and with the axes normal of round steel pull bar 4, end face shrouding 5 is tabular, its one side is vertically provided with several connection strap 51,
Consult Fig. 1, Fig. 2, described steel die 1 and steel card 2 form guide wall form board substrate, both two panels steel die 1 be provided with the one side of flanging parallel fit in steel card 2 two inside on door pillar, steel die 1 and steel card 2 are connected through flanging by lock bolt 22;
Consult Fig. 1, Fig. 5, the termination of guide wall form board substrate is located at by described end face shrouding 5, and the connection strap 51 of end face shrouding 5 is through in the flanging of two panels steel die 1, end face shrouding 5 and steel die 1 are connected through the strip hole 11 on connection strap 51 and flanging by connecting bolt 6;
Consult Fig. 1, Fig. 3, Fig. 5, described connecting angle 3 is two, be located at two sections of guide wall form board substrates longitudinally between, connecting angle 3 and guide wall form board substrate are connected through the strip hole 11 on the strip hole 31 of connecting angle 3 and flanging by connecting bolt 6;
Consult Fig. 1, Fig. 4, described round steel pull bar 4 is located between two sections of guide wall form board substrate turnings, and round steel pull bar 4 and guide wall form board substrate are connected through the strip hole 11 on flanging by the screw rod 41 on round steel pull bar 4.
The present invention uses like this:
Consult Fig. 1, Fig. 2, Fig. 6, the technique of wall is led for realizing kitchen guarding's cast-in-situ concrete, after cast-in-situ floor bundle muscle operation completes, prick position line muscle ejecting and leads wall and door opening at floor by drawing, the floor bundle muscle of leading wall position welds several earth stud 7 for subsequent use;
By the length configuration steel die 1 of each metope, guide wall form board substrate is connected and composed with steel die 1 with several steel card 2, specific practice be the steel die 1 that two panels is configured be provided with the one side of flanging parallel fit in steel card 2 two inside on door pillar, by the door pillar pre-connection of the lock bolt 22 on door pillar by the flanging of steel die 1 and steel card 2;
The guide wall form board substrate completed correspondence is placed on the position line of leading wall and door opening, regulate steel card 2 relative to the position of steel die 1, floor is made to prick earth stud 7 reserved on muscle through the also pretension of the lifting hole(eyelet) 21 on steel card 2, put in place when whole guide wall form board substrate is arranged, adjusted the horizontal level of guide wall form board substrate by earth stud 7 with level gauge inspection, check and fix whole bolt;
Consult Fig. 1, Fig. 3, Fig. 5, connect with connecting angle 3 between the two guide wall form board substrates being provided with doorway positions, connecting angle 3 be two, between the longitudinal direction being connected to two sections of guide wall form board substrates, connecting angle 3 and guide wall form board substrate are connected through the strip hole 11 on the strip hole 31 of connecting angle 3 and flanging with connecting bolt 6;
Consult Fig. 1, Fig. 4, install when guide wall form board substrate and adjust to the right place, fix the turning of adjacent two guide wall form board substrates as diagonal brace with round steel pull bar 4, the strip hole 11 that screw rod 41 by round steel pull bar 4 two ends penetrates on adjacent steel die 1 flanging of two sides is interior and fastening, with the position of stabilize adjacent body of wall guide wall form board substrate;
Consult Fig. 1, Fig. 5, finally end face shrouding 5 is loaded on the termination of guide wall form board substrate, connection strap 51 by end face shrouding 5 is through in the flanging of two panels steel die 1, end face shrouding 5 and steel die 1 is connected through the strip hole 11 on connection strap 51 and flanging with connecting bolt 6.
The template that wall is led in kitchen guarding's cast-in-situ concrete all installs complete, if desired, mends and wire-tie in guide wall form board substrate, by complete for concrete guide wall one-time-concreting while namely may be implemented in cast-in-situ floor.
After concrete final set, remove the present invention, move to a floor and continue to use.
Claims (1)
1. the template of a concrete guide wall, it is characterized in that it comprises steel die (1), steel card (2), connecting angle (3), round steel pull bar (4), end face shrouding (5) and connecting bolt (6), described steel die (1) is equipped with the plate of flanging for dual-side, flanging is provided with several strip hole (11), steel card (2) is " door " font support, the crossbeam of its " door " font is provided with lifting hole(eyelet) (21), dual-side door pillar is respectively provided with two lock bolts (22), the two ends of connecting angle (3) side are respectively equipped with strip hole (31), round steel pull bar (4) is provided with the rod member of screw rod (41) for two ends, end face shrouding (5) is tabular, its one side is provided with several connection strap (51), described steel die 1 forms guide wall form board substrate with steel card (2), both two panels steel die (1) be provided with the one side of flanging parallel fit in steel card (2) two inside on door pillar, steel die (1) and steel card (2) are connected through flanging by lock bolt (22), the termination of guide wall form board substrate is located at by end face shrouding (5), and the connection strap (51) of end face shrouding (5) is through in the flanging of two panels steel die (1), end face shrouding (5) and steel die (1) are connected through the strip hole (11) on connection strap (51) and flanging by connecting bolt (6), connecting angle (3) is two, be located between two sections of guide wall form board substrates longitudinal directions, connecting angle (3) and guide wall form board substrate are connected through the strip hole (11) on the strip hole (31) of connecting angle (3) and flanging by connecting bolt (6), round steel pull bar (4) is located between two sections of guide wall form board substrate turnings, round steel pull bar (4) and guide wall form board substrate are connected through the strip hole (11) on flanging by the screw rod (41) on round steel pull bar (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510738947.7A CN105442832A (en) | 2015-11-04 | 2015-11-04 | Formwork for concrete guide wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510738947.7A CN105442832A (en) | 2015-11-04 | 2015-11-04 | Formwork for concrete guide wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105442832A true CN105442832A (en) | 2016-03-30 |
Family
ID=55553422
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510738947.7A Pending CN105442832A (en) | 2015-11-04 | 2015-11-04 | Formwork for concrete guide wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105442832A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894444A (en) * | 2017-03-24 | 2017-06-27 | 中国十九冶集团有限公司 | The template assembly and installation method of wall are led for tunnel mould |
| WO2018032989A1 (en) * | 2016-08-16 | 2018-02-22 | 黄灿 | Concrete wall mold and concrete wall |
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2345623Y (en) * | 1998-03-27 | 1999-10-27 | 丰润县钢模板厂 | Tongue-and-groove formwork |
| CN2489023Y (en) * | 2001-07-05 | 2002-05-01 | 王振功 | High precision universal combined big shuttering |
| CN201155208Y (en) * | 2008-03-28 | 2008-11-26 | 中天建设集团有限公司 | Concrete edged formwork reinforcement device |
| WO2009071814A2 (en) * | 2007-11-29 | 2009-06-11 | Richard Auger | Reusable formwork system |
| CN202090592U (en) * | 2011-04-29 | 2011-12-28 | 中国葛洲坝集团股份有限公司 | Right-angled corner template |
| CN202401763U (en) * | 2011-12-15 | 2012-08-29 | 龚兰平 | Foamed cement wall formwork supporting device |
| JP2013079514A (en) * | 2011-10-03 | 2013-05-02 | Kenichi Hiraga | Concrete panel form for concrete molding and connector for the same |
| CN204001702U (en) * | 2014-08-05 | 2014-12-10 | 王友建 | A kind of J-shaped wall plastic formwork |
-
2015
- 2015-11-04 CN CN201510738947.7A patent/CN105442832A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2345623Y (en) * | 1998-03-27 | 1999-10-27 | 丰润县钢模板厂 | Tongue-and-groove formwork |
| CN2489023Y (en) * | 2001-07-05 | 2002-05-01 | 王振功 | High precision universal combined big shuttering |
| WO2009071814A2 (en) * | 2007-11-29 | 2009-06-11 | Richard Auger | Reusable formwork system |
| CN201155208Y (en) * | 2008-03-28 | 2008-11-26 | 中天建设集团有限公司 | Concrete edged formwork reinforcement device |
| CN202090592U (en) * | 2011-04-29 | 2011-12-28 | 中国葛洲坝集团股份有限公司 | Right-angled corner template |
| JP2013079514A (en) * | 2011-10-03 | 2013-05-02 | Kenichi Hiraga | Concrete panel form for concrete molding and connector for the same |
| CN202401763U (en) * | 2011-12-15 | 2012-08-29 | 龚兰平 | Foamed cement wall formwork supporting device |
| CN204001702U (en) * | 2014-08-05 | 2014-12-10 | 王友建 | A kind of J-shaped wall plastic formwork |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018032989A1 (en) * | 2016-08-16 | 2018-02-22 | 黄灿 | Concrete wall mold and concrete wall |
| CN106894444A (en) * | 2017-03-24 | 2017-06-27 | 中国十九冶集团有限公司 | The template assembly and installation method of wall are led for tunnel mould |
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
| CN110145116B (en) * | 2018-02-12 | 2023-08-15 | 陕西泰博智能化建筑工程系统有限公司 | Light steel joist type corner wall mould reinforcing system |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160330 |
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| WD01 | Invention patent application deemed withdrawn after publication |