CN106639298A - Cast-in-situ concrete template - Google Patents
Cast-in-situ concrete template Download PDFInfo
- Publication number
- CN106639298A CN106639298A CN201611239103.9A CN201611239103A CN106639298A CN 106639298 A CN106639298 A CN 106639298A CN 201611239103 A CN201611239103 A CN 201611239103A CN 106639298 A CN106639298 A CN 106639298A
- Authority
- CN
- China
- Prior art keywords
- side plate
- plate
- docking
- heating pipe
- floor heating
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/023—Forming boards or similar elements with edge protection
- E04G2009/026—Forming boards or similar elements with edge protection specific for corners
Abstract
The invention relates to a cast-in-situ concrete template comprising an internal side plate and an external side, both being vertically arranged on the ground and opposite to each other and transversely arranged, and another group of internal side plate and external side plate, both being vertically arranged on the ground and being opposite to the internal side plate and longitudinally arranged. The two external side plates of the internal and external side plates in two directions are connected via a corner side plate; the two internal side plates are directly abutted against each other in a perpendicular way; abutted parts between the corner side plate and the two external side plates, and abutted parts between the two internal side plates are all provided with abutting ridges; and clamping members tightly clamping the two abutted ridges are arranged on two pairs of abutting ridges. Steel plates are spliced to form the template whole body; quick assembling and firm and tight connection can be achieved; and exchange of any damaged components can be facilitated; and maintenance can be simplified.
Description
Technical field
The application is related to a kind of cast in place concrete form.
Background technology
Build now it is many carry out by building block, in the way of pouring, when pouring more than pour built module using with continuous casing,
Each pours built module and has side wall, top board, base plate, but is pouring the then more universal employing welding side of the connection between built module
Formula, so that relatively complicated when needing to remove.
The Chinese patent of Application No. 01225318.9 proposes one kind and pours built module, and the module is included by bottom and top
Two side walls that portion connects together, wherein, in an openend of the module, one shaped joint is set, the shaped joint is by structure
Cause to match with the shaped joint being engaged for being arranged on another module openings end.Though this application can be solved preferably between module
Connectivity problem, but its be not disclosed concrete shaped joint structure, if using the shaped joint in prior art so that connection
Mode or relatively complicated, and module is using necessarily making thereafter, deformation at shaped joint, embroiders dead, breakage and can all affect module
Connection later, but this fixed shaped joint maintenance more inconvenience.
The content of the invention
The purpose of the application is to propose a kind of convenient, part replacement of connection easily cast in place concrete form.
What the purpose of the application was realized in：Cast in place concrete form includes that opposition is erected in ground horizontally set
Inside and outside side plate, and opposition be erected in another group of longitudinally disposed inside and outside side plate of ground, two in the inside and outside side plate of both direction outside
Side plate is connected by corner side plate, the direct vertical butt joint of two interior plates；The corner side plate and two outer panel joints, and in two
Side plate joint is provided with docking rib, is provided with the fastener of two docking rib clampings on two docking ribs.
The corner side plate is made up of two straight panels in 90 ° of docking, and two straight panel outer side edges are provided with docking rib, the docking rib
It is vertically connected with straight panel.
It is in 45 ° of docking ribs being connected that outward bending is provided with the interior plate butt joint edge with interior plate.
The fastener includes cross bar rotatable through two docking ribs, and cross bar side is provided with U-shaped cutting ferrule, the U-shaped
The U-shaped end of cutting ferrule is fastened in outside two docking ribs.
Inside and outside side plate and corner side plate surround casting space, cover casting space upper port is enclosed by inside and outside side plate
There is vertical bar cover plate.
Turning cover plate is coated with the casting space upper surface residing for corner side plate, the turning cover plate includes a right angle three
Gusset, draws a connecting plate vertical with hypotenuse at right angle triangle hypotenuse, and connecting plate outer end is overlapped in the docking of two interior plates
Place upper end, two right-angle sides of right angle triangle are overlapped in two straight panel upper ends of corner side plate.
Air-vent is offered on vertical bar cover plate and turning cover plate.
The application simple structure, by each steel plate splicing template entirety is constituted, and assembling is quick, and is connected firmly, closely, together
When be conveniently replaceable and arbitrarily damage part, it is easy to keep in repair.
Description of the drawings：The concrete structure of the application is given by following drawings and Examples：
Fig. 1 is the structural representation of cast in place concrete form.
Legend：1st, vertical bar cover plate, 2, air-vent, 3, interior plate, 4, turning cover plate, 5, connector, 6, corner side plate, 7, right
Connect rib, 8, outer panel.
Specific embodiment：The application is not limited by following embodiments, can be according to the technical scheme of the application and reality
Situation is determining specific embodiment.
Embodiment：As shown in figure 1, cast in place concrete form includes that opposition is erected in the inside and outside side plate of ground horizontally set
3rd, 8, and opposition be erected in the longitudinally disposed another group of inside and outside side plate 3,8 in ground, two in the inside and outside side plate 3,8 of both direction outside
Side plate 8 is connected by corner side plate 6, the direct vertical butt joint of two interior plate 3；The joint of 6 and two outer panel of the corner side plate 8,
And the joint of two interior plate 3 is provided with docking rib 7, it is provided with the fastener of the two docking clampings of rib 7 on two docking ribs 7.
The corner side plate 8 is made up of two straight panels in 90 degree of docking, and two straight panel outer side edges are provided with docking rib 7, described right
Connect rib 7 to be vertically connected with straight panel.
It is in 45 ° of docking ribs 7 being connected to be provided with the butt joint edge of the interior plate 3 with outward bending and interior plate 3.
The fastener includes docking the rotatable cross bars of rib 7 through two, and cross bar side is provided with U-shaped cutting ferrule, the U-shaped
The U-shaped end of cutting ferrule is fastened in outside two docking ribs 7.
Inside and outside side plate 3,8 and corner side plate 6 surround casting space, and by inside and outside side plate 3,8 casting space upper end is being enclosed
Vertical bar cover plate 1 is coated with mouthful.
Turning cover plate 4 is coated with the casting space upper surface residing for corner side plate 8, the turning cover plate 4 is included always
Angle set square, draws a connecting plate vertical with hypotenuse at right angle triangle hypotenuse, and connecting plate outer end is overlapped in two interior plates 3
Joint upper end, two right-angle sides of right angle triangle are overlapped in two straight panel upper ends of corner side plate 6.
Air-vent 2 is offered on vertical bar cover plate 1 and turning cover plate 4.
When using, surround in inside and outside side plate 3,8 and corner side plate 6 and set up in casting space Steel bar rack, then to pouring
It is in the milk in space, treats that inner concrete is molded after time-based maintenance, you can remove inside and outside side plate 3,8 and corner side plate 6.
Above technical characteristic is only embodiments herein, can increase and decrease inessential technical characteristic according to actual needs to expire
The needs of sufficient different situations.
Claims (7)
1. a kind of cast in place concrete form, it is characterised in that：The inside and outside side plate of ground horizontally set is erected in including opposition, and
Opposition is erected in another group of longitudinally disposed inside and outside side plate of ground, and two outer panels pass through turning in the inside and outside side plate of both direction
Side plate connects, the direct vertical butt joint of two interior plates；The corner side plate and two outer panel joints, and two interior plate joints are equal
Docking rib is provided with, is provided with the fastener of two docking rib clampings on two docking ribs.
2. floor heating pipe as claimed in claim 1 lays foundation structure, it is characterised in that：The corner side plate is in by two straight panels
90 ° of docking compositions, two straight panel outer side edges are provided with docking rib, and the docking rib is vertically connected with straight panel.
3. floor heating pipe as claimed in claim 1 lays foundation structure, it is characterised in that：It is provided with the interior plate butt joint edge
Outward bending is in 45 ° of docking ribs being connected with interior plate.
4. floor heating pipe as claimed in claim 1 lays foundation structure, it is characterised in that：The fastener is included through two docking ribs
Rotatable cross bar, in cross bar side U-shaped cutting ferrule is provided with, and the U-shaped end of the U-shaped cutting ferrule is fastened in outside two docking ribs.
5. floor heating pipe as claimed in claim 1 lays foundation structure, it is characterised in that：Inside and outside side plate and corner side plate are surrounded
Casting space, casting space upper port is enclosed by inside and outside side plate vertical bar cover plate is coated with.
6. floor heating pipe as claimed in claim 5 lays foundation structure, it is characterised in that：In the casting space residing for corner side plate
Upper surface is coated with turning cover plate, and the turning cover plate includes a right angle triangle, draw at right angle triangle hypotenuse one with
The vertical connecting plate of hypotenuse, connecting plate outer end is overlapped in two interior plate joint upper ends, two right angle edge laps of right angle triangle
In two straight panel upper ends of corner side plate.
7. the floor heating pipe as described in claim 5 or 6 lays foundation structure, it is characterised in that：In vertical bar cover plate and turning cover plate
On offer air-vent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611239103.9A CN106639298A (en) | 2016-12-28 | 2016-12-28 | Cast-in-situ concrete template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611239103.9A CN106639298A (en) | 2016-12-28 | 2016-12-28 | Cast-in-situ concrete template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106639298A true CN106639298A (en) | 2017-05-10 |
Family
ID=58835717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611239103.9A Pending CN106639298A (en) | 2016-12-28 | 2016-12-28 | Cast-in-situ concrete template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639298A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288257A (en) * | 2017-08-24 | 2017-10-24 | 新疆城建（集团）股份有限公司 | A kind of double female groove is dry to spell slip casting light ceramic partition plate |
| US20210164244A1 (en) * | 2018-06-13 | 2021-06-03 | Wilian Holding Co. | Heavy duty spanning forms and related systems and methods |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02147764A (en) * | 1988-11-28 | 1990-06-06 | Natl House Ind Co Ltd | Mesh formwork |
| CN202248864U (en) * | 2011-08-12 | 2012-05-30 | 浙江嘉仁模具有限公司 | Exposed corner template of building template |
| CN102926530A (en) * | 2012-11-15 | 2013-02-13 | 福建安厦新型建筑模板制造有限公司 | Steel frame formwork assembly |
| CN203924693U (en) * | 2014-04-22 | 2014-11-05 | 江苏天向新型材料科技有限公司 | A kind of turning wall wall form |
| CN106193581A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of building template assembly |
| CN206408928U (en) * | 2016-12-28 | 2017-08-15 | 新疆城建（集团）股份有限公司 | Cast in place concrete form |
-
2016
- 2016-12-28 CN CN201611239103.9A patent/CN106639298A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02147764A (en) * | 1988-11-28 | 1990-06-06 | Natl House Ind Co Ltd | Mesh formwork |
| CN202248864U (en) * | 2011-08-12 | 2012-05-30 | 浙江嘉仁模具有限公司 | Exposed corner template of building template |
| CN102926530A (en) * | 2012-11-15 | 2013-02-13 | 福建安厦新型建筑模板制造有限公司 | Steel frame formwork assembly |
| CN203924693U (en) * | 2014-04-22 | 2014-11-05 | 江苏天向新型材料科技有限公司 | A kind of turning wall wall form |
| CN106193581A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of building template assembly |
| CN206408928U (en) * | 2016-12-28 | 2017-08-15 | 新疆城建（集团）股份有限公司 | Cast in place concrete form |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288257A (en) * | 2017-08-24 | 2017-10-24 | 新疆城建（集团）股份有限公司 | A kind of double female groove is dry to spell slip casting light ceramic partition plate |
| US20210164244A1 (en) * | 2018-06-13 | 2021-06-03 | Wilian Holding Co. | Heavy duty spanning forms and related systems and methods |
| US11795708B2 (en) * | 2018-06-13 | 2023-10-24 | Wilian Holding Co. | Heavy duty spanning forms and related systems and methods |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20171115 Address after: 830063 22 floor of the city building building, No. 133, nanhu road, Shuimogou District, Urumqi, the Xinjiang Uygur Autonomous Region Applicant after: XINJIANG URBAN CONSTRUCTION SILK ROAD CONSTRUCTION Co.,Ltd. Address before: 830000 Urumqi nanhu road, the Xinjiang Uygur Autonomous Region, No. 133 Applicant before: XINJIANG URBAN CONSTRUCTION (GROUP) CO.,LTD. |
|
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170510 |