CN112412003A - Anti-bank and cast-in-place wall post integration pouring construction template - Google Patents
Anti-bank and cast-in-place wall post integration pouring construction template Download PDFInfo
- Publication number
- CN112412003A CN112412003A CN202011166675.5A CN202011166675A CN112412003A CN 112412003 A CN112412003 A CN 112412003A CN 202011166675 A CN202011166675 A CN 202011166675A CN 112412003 A CN112412003 A CN 112412003A
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- China
- Prior art keywords
- template
- wall column
- sides
- cast
- bank
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- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000009415 formwork Methods 0.000 claims description 17
- 241000681094 Zingel asper Species 0.000 claims description 3
- 230000000875 corresponding Effects 0.000 claims description 3
- 238000005266 casting Methods 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Classifications
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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
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/068—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for window or door sills
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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
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Abstract
The invention discloses an integrated pouring construction template of an inverted ridge and a cast-in-place wall column, which comprises a wall column template and an inverted ridge template connected to the bottom of the wall column template, wherein the bottom of the wall column template is provided with a hole, and the inverted ridge template is connected to the hole; the wall column templates are symmetrically arranged at two sides of the wall column, a group of back ridges are symmetrically arranged at the outer sides of the wall column templates at the two sides, and the back ridges at the two sides are fixedly connected together through counter-pulling screw rods; the anti-bank template comprises height connecting plates symmetrically arranged on two sides of the anti-bank and a window cover plate fixedly connected between the tops of the height connecting plates on two sides, and a group of embedded parts are symmetrically embedded in two sides of the anti-bank. According to the invention, the wall column template and the reverse ridge template are fixedly connected into a whole through the corner connecting plate and the wall column internal corner connecting plate, so that the serial construction of the reverse ridge and the cast-in-place wall column is realized, the later repair cost is greatly reduced, and the pollution caused by secondary construction is eliminated.
Description
Technical Field
The invention relates to an integrated pouring construction template for a reverse ridge and a cast-in-place wall column, and belongs to the technical field of construction of building main bodies.
Background
Along with the continuous development and maturity of novel construction system, the drawback that anti bank and cast-in-place floor once pour or secondary are pour is gradually showing, for example: the problems that the formwork supporting is difficult in one-time pouring or secondary pouring of the reverse ridge and the cast-in-place floor slab, the repair work amount is large after the reverse ridge is removed from the formwork, or the secondary pouring work period is long, the cost is high and the like are solved. Therefore, how to realize the breakthrough of the reverse sill pouring mode, reducing the repair work amount after the reverse sill is demolded, simplifying the construction process and saving the cost becomes a critical problem.
Disclosure of Invention
The invention aims to provide an integrated pouring construction template for an inverted sill and a cast-in-place wall column, which solves the problems that the conventional inverted sill and a cast-in-place floor slab are difficult to support a formwork in one-time pouring or secondary pouring, the repair work amount is large after the inverted sill is removed from the formwork, the secondary pouring work period is long, the cost is high and the like.
In order to achieve the purpose, the invention adopts the following technical scheme: a reverse ridge and cast-in-place wall column integrated pouring construction template comprises a wall column template and a reverse ridge template connected to the bottom of the wall column template, wherein the bottom of the wall column template is provided with a hole, and the reverse ridge template is connected to the hole; the wall column templates are symmetrically arranged at two sides of the wall column, a group of back ridges are symmetrically arranged at the outer sides of the wall column templates at the two sides, and the back ridges at the two sides are fixedly connected together through counter-pulling screw rods; the anti-ridge template comprises height-connecting plates symmetrically arranged on two sides of an anti-ridge and a window cover plate fixedly connected between the tops of the height-connecting plates on two sides, a group of embedded parts are symmetrically embedded in two sides of the anti-ridge, a group of pressing plates corresponding to the embedded parts are arranged on the height-connecting plates, and two ends of each pressing plate are tensioned and fixed with the embedded parts through telescopic pull rods; connect high board through inner corner connecting plate and wall post template fixed connection, the window apron passes through wall post reentrant corner connecting plate and wall post template fixed connection to become whole with wall post template and anti-bank template fixed connection.
Furthermore, the telescopic pull rod is composed of a pull rod and hooks in threaded connection with two ends of the pull rod.
Furthermore, one side of the back ridge is fixedly connected with an inclined support, and the lower end of the inclined support is fixedly connected with the embedded part.
Further, each template was previously secured by short pin bolting.
Due to the adoption of the technical scheme, the invention has the beneficial effects that: according to the invention, the wall column template and the reverse bank template are fixedly connected into a whole through the corner connecting plate and the wall column internal corner connecting plate, so that the series construction of the reverse bank and the cast-in-place wall column is realized, the problems of difficult formwork support caused by one-time casting or secondary casting of a conventional reverse bank and a cast-in-place floor slab, large repair engineering amount after the reverse bank is removed from the formwork or long secondary casting working period, high cost and the like are solved, the later repair cost is greatly reduced, and the pollution caused by secondary construction is eliminated.
Drawings
FIG. 1 is a perspective view of a schematic structural view of the present invention;
FIG. 2 is a side view of a schematic of the structure of the present invention;
FIG. 3 is a top view of a schematic structural diagram of the present invention;
fig. 4 is a schematic cross-sectional view of a reversed bank template.
Description of reference numerals: 1-wall columns; 2-reverse bank; 3-an inner corner connecting plate; 4-connecting the internal corner of the wall column; 5-wall column formwork; 6-short pin; 7-dorsal bar; 8-oppositely pulling the screw rod; 9-inclined support; 10-connecting a high plate; 11-window cover plate; 12-a platen; 13-embedded parts; 14-telescopic pull rod; 15-hooking; 16-a pull rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The embodiment of the invention comprises the following steps: referring to fig. 1 to 4, the inverted ridge and cast-in-place wall column integrated pouring construction formwork comprises a wall column formwork 5 and an inverted ridge formwork connected to the bottom of the wall column formwork 5, wherein a hole is formed in the bottom of the wall column formwork 5, and the inverted ridge formwork is connected to the hole; the wall column formworks 5 are symmetrically arranged at two sides of the wall column 1, a group of back ridges 7 are symmetrically arranged at the outer sides of the wall column formworks 5 at the two sides, and the back ridges 7 at the two sides are fixedly connected together through counter-pulling screw rods 8; the anti-sill template comprises height-connecting plates 10 symmetrically arranged on two sides of an anti-sill 2 and a window cover plate 11 fixedly connected between the tops of the height-connecting plates 10 on two sides, a group of embedded parts 13 are symmetrically embedded in two sides of the anti-sill 2, a group of pressure plates 12 corresponding to the embedded parts 13 are arranged on the height-connecting plates 10, and two ends of the pressure plates 12 are tensioned and fixed with the embedded parts 13 through telescopic pull rods 14; connect high board 10 through interior corner connecting plate 3 and wall post template 5 fixed connection, window apron 11 passes through wall post reentrant corner connecting plate 4 and wall post template 5 fixed connection to become whole with wall post template 5 and anti-bank template fixed connection. The telescopic pull rod 14 is composed of a pull rod 16 and hooks 15 which are in threaded connection with two ends of the pull rod 16, and the hooks 15 at two ends are respectively hooked on the end part of the press plate 12 and the embedded part 13. An inclined support 9 is fixedly connected to one side of the back edge 7, the lower end of the inclined support 9 is fixedly connected with an embedded part 13, and the wall column formwork 5 is further reinforced through the inclined support 9. Each template is previously bolted in place by a short pin 6.
The construction steps of the invention are as follows:
1. firstly, assembling a pull rod 16 and a hook 15 into a telescopic pull rod 14 for standby;
2. assembling the wall column templates 5 according to an aluminum mould deepening drawing, symmetrically arranging a group of back ridges 7 at the outer sides of the wall column templates 5 at two sides, fixedly connecting the back ridges 7 at two sides together through opposite-pulling screw rods 8, and simultaneously supporting the back ridges 7 by adopting inclined supports 9;
3. after the wall column template 5 is installed, an inner corner connecting plate 3 and a wall column internal corner connecting plate 4 are installed at a hole at the bottom of the wall column template 5, then the heightening plate 10 is fixedly connected with the wall column template 5 through the inner corner connecting plate 3, and the window cover plate 11 is fixedly connected with the wall column template 5 through the wall column internal corner connecting plate 4;
4. and finally, a pressing plate 12 is installed at the top of the reverse sill template, and the pressing plate 12 and an embedded part 13 pre-embedded in advance during floor pouring are tensioned and fixed by adopting a telescopic pull rod 14, so that the wall column template 5 and the reverse sill template are fixedly connected into a whole, and the concrete of the wall column 1 and the reverse sill 2 can be conveniently and integrally poured.
Claims (4)
1. The utility model provides a construction template is pour with cast-in-place wall post integration to anti bank, includes wall post template (5) and connects at the anti-bank template in wall post template (5) bottom, its characterized in that: the bottom of the wall column template (5) is provided with a hole, and the reverse ridge template is connected to the hole; the wall column formworks (5) are symmetrically arranged on two sides of the wall column (1), a group of back ridges (7) are symmetrically arranged on the outer sides of the wall column formworks (5) on the two sides, and the back ridges (7) on the two sides are fixedly connected together through split screws (8); the anti-sill template comprises height connecting plates (10) symmetrically arranged on two sides of an anti-sill (2) and a window cover plate (11) fixedly connected between the tops of the height connecting plates (10) on the two sides, a group of embedded parts (13) are symmetrically embedded in the two sides of the anti-sill (2), a group of pressing plates (12) corresponding to the embedded parts (13) are arranged on the height connecting plates (10), and two ends of each pressing plate (12) are fastened and fixed with the embedded parts (13) through telescopic pull rods (14); connect high board (10) to pass through inner corner connecting plate (3) and wall post template (5) fixed connection, window apron (11) are through wall post reentrant corner connecting plate (4) and wall post template (5) fixed connection to become whole with wall post template (5) and anti-bank template fixed connection.
2. The inverted sill and cast-in-place wall column integrated pouring construction formwork of claim 1, characterized in that: the telescopic pull rod (14) is composed of a pull rod (16) and hooks (15) which are in threaded connection with the two ends of the pull rod (16).
3. The inverted sill and cast-in-place wall column integrated pouring construction formwork of claim 1, characterized in that: one side of the back edge (7) is fixedly connected with an inclined support (9), and the lower end of the inclined support (9) is fixedly connected with an embedded part (13).
4. The inverted sill and cast-in-place wall column integrated pouring construction formwork of claim 1, characterized in that: each template is previously bolted and fixed by a short pin (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011166675.5A CN112412003A (en) | 2020-10-27 | 2020-10-27 | Anti-bank and cast-in-place wall post integration pouring construction template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011166675.5A CN112412003A (en) | 2020-10-27 | 2020-10-27 | Anti-bank and cast-in-place wall post integration pouring construction template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112412003A true CN112412003A (en) | 2021-02-26 |
Family
ID=74840736
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011166675.5A Pending CN112412003A (en) | 2020-10-27 | 2020-10-27 | Anti-bank and cast-in-place wall post integration pouring construction template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112412003A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610815A (en) * | 2019-01-24 | 2019-04-12 | 福建省南铝铝模科技有限公司 | A kind of anti-bank template in building settlement position and its casting method |
| CN208950302U (en) * | 2018-09-05 | 2019-06-07 | 广宏建设集团有限公司 | One kind making floor and the one-time formed erecting device of concrete flanging |
| CN210396112U (en) * | 2019-05-21 | 2020-04-24 | 天祥建设集团股份有限公司 | Integrated cast-in-place concrete waterproof bank for kitchen and toilet |
| CN211524064U (en) * | 2019-11-30 | 2020-09-18 | 山东迈拓林铝模板工程技术有限公司 | Novel anti-bank reinforcement |
-
2020
- 2020-10-27 CN CN202011166675.5A patent/CN112412003A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN208950302U (en) * | 2018-09-05 | 2019-06-07 | 广宏建设集团有限公司 | One kind making floor and the one-time formed erecting device of concrete flanging |
| CN109610815A (en) * | 2019-01-24 | 2019-04-12 | 福建省南铝铝模科技有限公司 | A kind of anti-bank template in building settlement position and its casting method |
| CN210396112U (en) * | 2019-05-21 | 2020-04-24 | 天祥建设集团股份有限公司 | Integrated cast-in-place concrete waterproof bank for kitchen and toilet |
| CN211524064U (en) * | 2019-11-30 | 2020-09-18 | 山东迈拓林铝模板工程技术有限公司 | Novel anti-bank reinforcement |
Non-Patent Citations (1)
| Title |
|---|
| 庄兴: "二次结构铝合金模板应用技术", 《广东土木与建筑》 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210226 |
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| RJ01 | Rejection of invention patent application after publication |