CN205476442U - A wall pouring mode structure is led to anti - L shape concrete - Google Patents
A wall pouring mode structure is led to anti - L shape concrete Download PDFInfo
- Publication number
- CN205476442U CN205476442U CN201620235438.2U CN201620235438U CN205476442U CN 205476442 U CN205476442 U CN 205476442U CN 201620235438 U CN201620235438 U CN 201620235438U CN 205476442 U CN205476442 U CN 205476442U
- Authority
- CN
- China
- Prior art keywords
- wall
- lead
- vertical reinforcement
- mould
- anchor clamps
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a wall pouring mode structure is led to anti - L shape concrete, lead the wall inner formword for two around including, it has U type anchor clamps to lead wall inner formword upper portion cover, passes U type anchor clamps and by the tight U type anchor clamps of the nut clamp to on the wire drawing pole, makes U type anchor clamps press from both sides and tightly lead the wall inner formword the wire drawing pole, leads wall inner formword upper end and is provided with and leads the wall mould, and lead the wall mould and set up in leading the anti - L shape step face department of holding on the wall, leading the wall mould outside and having the vertical reinforcement groove, the vertical reinforcement of leading the wall passes the vertical reinforcement groove. After adopting an above -mentioned mode structure, the orientation problem of shear force wall vertical reinforcement has been solved to reach the foot of a wall and leak quality common faults such as thick liquid, improved outer wall impression quality and durability, improved the efficiency of construction.
Description
Technical field
This utility model relates to a kind of backward L-shaped concrete and leads wall cast formwork erecting structure.
Background technology
The cast formwork of conventional pilot wall typically uses leads formwork erection within the walls, lead template within the walls to be also fixedly clamped for employing device, the common quality defects such as penetrating passage problem and the foot of a wall spillage that the cold seam of twice level that two-step pouring is formed caused easily occur, affects that exterior wall is attractive in appearance and efficiency of construction.
Summary of the invention
In order to overcome the deficiencies in the prior art, technical problem to be solved in the utility model is to provide a kind of backward L-shaped concrete and leads wall cast formwork erecting structure, and it is more preferable that what the cast of this formwork erecting structure was formed leads wall outward appearance, and quality is more stable, in hgher efficiency during construction.
This utility model solves its technical problem the technical scheme is that backward L-shaped concrete and leads wall cast formwork erecting structure, template within the walls is led including before and after two pieces, lead template top within the walls and be cased with U-shaped fixture, to wire drawing bar through U-shaped fixture and by the nut U-shaped fixture of clamping on wire drawing bar, U-shaped clamp is promoted to lead template within the walls, lead template upper end within the walls to be provided with and lead wall mould, lead wall mould to be arranged at and lead at the backward L-shaped step surface of wall upper end, described lead outside wall mould with vertical reinforcement groove, lead the vertical reinforcement of wall through vertical reinforcement groove.
After using above-mentioned backward L-shaped concrete to lead wall cast formwork erecting structure, solve the common quality defects such as the orientation problem of shear wall vertical reinforcement, and the foot of a wall spillage, improve exterior wall impression quality and durability, improve efficiency of construction.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 leads the structural representation of wall cast formwork erecting structure for the backward L-shaped concrete that this utility model provides.
Fig. 2 is the structural representation of the guide wall form board in Fig. 1.
Detailed description of the invention
With reference to shown in Fig. 1, Fig. 2, the backward L-shaped concrete that this utility model provides leads wall cast formwork erecting structure, template 1 within the walls is led including before and after two pieces, lead template 1 top within the walls and be cased with U-shaped fixture 2, to wire drawing bar 3 through U-shaped fixture 2 and by the nut U-shaped fixture 2 of clamping on wire drawing bar 3, the clamping of U-shaped fixture 2 is promoted to lead template 1 within the walls, lead template 1 upper end within the walls to be provided with and lead wall mould 4, lead wall mould 4 and be arranged at the backward L-shaped step surface 5 leading wall 7 upper end, described lead outside wall mould 4 with vertical reinforcement groove 6, lead the vertical reinforcement 8 of wall 7 through vertical reinforcement groove 6.The described vertical reinforcement groove 6 uniform intervals distribution led on wall mould 4, the distance between the centrage of adjacent vertical reinforcement groove 6 is all at 150 centimetres.
Claims (2)
1. a backward L-shaped concrete leads wall cast formwork erecting structure, template within the walls is led including before and after two pieces, it is characterized in that: lead template top within the walls and be cased with U-shaped fixture, to wire drawing bar through U-shaped fixture and by the nut U-shaped fixture of clamping on wire drawing bar, promote U-shaped clamp to lead template within the walls, lead template upper end within the walls and be provided with and lead wall mould, lead wall mould and be arranged at and lead at the backward L-shaped step surface of wall upper end, described lead outside wall mould with vertical reinforcement groove, lead the vertical reinforcement of wall through vertical reinforcement groove.
Backward L-shaped concrete the most according to claim 1 lead wall cast formwork erecting structure, it is characterized in that: described in lead on wall mould vertical reinforcement groove uniform intervals distribution, the distance between the centrage of adjacent vertical reinforcement groove is all at 150 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620235438.2U CN205476442U (en) | 2016-03-25 | 2016-03-25 | A wall pouring mode structure is led to anti - L shape concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620235438.2U CN205476442U (en) | 2016-03-25 | 2016-03-25 | A wall pouring mode structure is led to anti - L shape concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476442U true CN205476442U (en) | 2016-08-17 |
Family
ID=56652994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620235438.2U Active CN205476442U (en) | 2016-03-25 | 2016-03-25 | A wall pouring mode structure is led to anti - L shape concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476442U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487510A (en) * | 2018-04-09 | 2018-09-04 | 中城建设有限责任公司 | Anti- waterproof tongue and groove construction method on a kind of cast-in-place concrete exterior wall |
-
2016
- 2016-03-25 CN CN201620235438.2U patent/CN205476442U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487510A (en) * | 2018-04-09 | 2018-09-04 | 中城建设有限责任公司 | Anti- waterproof tongue and groove construction method on a kind of cast-in-place concrete exterior wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205224335U (en) | High strength thermal insulation wall | |
| CN105113789A (en) | Bare concrete bay window steel formwork structural body device | |
| CN103670452A (en) | Installation structure and method for accurately positioning tunnel arch wall lining buried type water-stop belt | |
| CN204940860U (en) | One prevents Form floating part | |
| CN206616827U (en) | One kind box filled piece of built-in line of building | |
| CN105128144A (en) | Novel rebar net frame positioning mechanism of sand aerated concrete slab | |
| CN205476442U (en) | A wall pouring mode structure is led to anti - L shape concrete | |
| CN205046844U (en) | Clear water concrete window steel form structure device that wafts | |
| CN202324626U (en) | Simple and light template bracket | |
| CN103669389A (en) | Corrugated pipe fixing method for positioning foundation bolt | |
| CN206667787U (en) | A kind of civilian steel house assembles positioning clamping fixture with square tube post | |
| CN110984570A (en) | Supporting and positioning member and formwork supporting mode for anti-ridge hanging formwork system in kitchen and toilet | |
| CN205791363U (en) | A kind of electrical engineering positioning installation apparatus | |
| CN203755682U (en) | Secondary pouring form board constructing structure for small opening of concrete structure floor slab | |
| CN210342689U (en) | Slotted wood formwork for pool wall | |
| CN203924694U (en) | Biogas charging and discharging pond die special for concrete | |
| CN107965145B (en) | Horizontal convex concrete construction joint hanging die supporting device | |
| CN204098031U (en) | A kind of concrete precast pipe pile pile top with mechanical connecting device | |
| CN204326495U (en) | A kind of structure of tool-type anchored end of Overhanging Outside Scaffold section steel beam | |
| CN203924708U (en) | The vertical plugging structure in a kind of concrete wall ater-casting | |
| CN104153396A (en) | Anti-seepage continuous wall construction method | |
| CN203361191U (en) | Basement exterior wall structure | |
| CN207829696U (en) | Precast concrete outer window frame | |
| CN208668934U (en) | A kind of taper support seat and caisson hanger mounting device | |
| CN216641449U (en) | Plugging device for grouting communication cavity of vertical component sleeve of prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |