CN206090939U - Brickwork wall drawknot muscle connecting tool - Google Patents
Brickwork wall drawknot muscle connecting tool Download PDFInfo
- Publication number
- CN206090939U CN206090939U CN201620785255.8U CN201620785255U CN206090939U CN 206090939 U CN206090939 U CN 206090939U CN 201620785255 U CN201620785255 U CN 201620785255U CN 206090939 U CN206090939 U CN 206090939U
- Authority
- CN
- China
- Prior art keywords
- hook
- bar planting
- embedded ribs
- planting plate
- reserved
- 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.)
- Expired - Fee Related
Links
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model discloses a brickwork wall drawknot muscle connecting tool relates to brickwork wall technical field, reserve bar planting board and pre -embedded steel bar hook including the rectangle, the pre -embedded steel bar hook sets firmly perpendicularly on a side of reserving the bar planting board, pre -embedded steel bar hook axis place plane and perpendicular setting of reservation bar planting board length direction, the pre -embedded steel bar hook is the right angle hook, pre -embedded steel bar hook right angle hook section is 5 times of the diameter at least. The utility model provides a connecting tool simple structure, the form removal is convenient, can guarantee drawknot muscle quality, accelerate the construction progress.
Description
Technical field
This utility model is related to masonry wall technical field, more particularly to a kind of masonry wall tension rib fastening means.
Background technology
Adopting chemical method bar planting, chemical method bar planting to refer to that architectural engineering chemical method is planted at this stage two structure wall tension ribs more
Muscle glue bar planting, abbreviation bar planting are called effective reinforcement, and chemical method bar planting is referred to and drilled on the base materials such as concrete, body of wall rock, then notes
Enter high-strength anchoring adhesive（Note：High-strength building steel-bar-planting glue is roughly divided into two kinds of injection anchoring adhesive and barreled anchoring adhesive）, it is inserted into
Reinforcing bar is integrated after adhesive curing by reinforcing bar or section bar with substrate bonding, is a kind of more common architectural engineering of reinforcement and strengthening industry
Technology.But during this technology has constructing operation, randomness is larger, and construction quality is with operator's level and responsibility relation
Larger, what pull-out test can not be authentic and valid reflects actual mass level, and part province provincial standard clearly forbids two
Secondary structure tension rib is using chemical plant method muscle.Also refer in most construction drawings that secondary structure tension rib should be in main structure construction
When it is pre-buried, but there is pre-buried tie bar rear pattern plate and remove difficult, the problems such as pre-buried position is misaligned with secondary structure body of wall mortar joint.
Utility model content
The technical problems to be solved in the utility model is for above-mentioned the deficiencies in the prior art, there is provided a kind of masonry wall drawknot
Muscle fastening means, simple structure, form removal are convenient, can guarantee that tension rib quality, accelerating construction progress.
To solve above-mentioned technical problem, technical solution adopted in the utility model is：
A kind of masonry wall tension rib fastening means, including the reserved bar planting plate of rectangle and embedded ribs hook, the embedded ribs hook
Vertically it is installed on the one side of reserved bar planting plate, the embedded ribs hook axis place plane is hung down with reserved bar planting plate length direction
It is straight to arrange.
Preferably, the embedded ribs hook is right angle hook.
Preferably, the embedded ribs hook right angle hook section is at least 5 times of diameter.
Preferably, a diameter of 8mm of the embedded ribs hook.
Preferably, the length of the reserved bar planting plate is 200mm, width is 50mm, and thickness is 2.5mm.
Preferably, the reserved bar planting plate is steel plate.
Using the beneficial effect produced by above-mentioned technical proposal it is：This utility model is by by embedded ribs hook vertical welding
On reserved bar planting plate, together with stirrup colligation, reserved bar planting plate is close to template-setup to embedded ribs hook, energy after casting concrete
Expose concrete surface, simple structure, form removal are convenient, reserve the tension rib welding of bar planting plate later-stage secondary structure masonry wall, energy
Ensure tension rib quality, accelerating construction progress.
Embedded ribs hook is right angle hook, stirrup colligation together when convenient hook to stirrup on the inside of post, embedded ribs hook right angle hook section
The intensity of at least 5 times of diameter guarantee hookings, will not due to link up with it is too short embedded ribs hook is pulled out, embedded ribs hook it is a diameter of
8mm, the length for reserving bar planting plate is 200mm, and width is 50mm, and thickness is 2.5mm, ensure that the intensity of fastening means first,
When secondary structure is constructed, wall tie bar two-sided welding is reserved on outside the rectangle of bar planting plate in 200 × 50mm, particular location
Can be finely tuned in 50mm wide scopes according to mortar joint position, it is accurate to guarantee tension rib position.
Description of the drawings
Fig. 1 is the structural representation of this utility model one embodiment.
In figure：1 embedded ribs hook；2 reserved bar planting plates.
Specific embodiment
With reference to the accompanying drawings and detailed description this utility model is described in further detail.
As shown in figure 1, for a kind of one embodiment of masonry wall tension rib fastening means of this utility model：A kind of masonry wall
Tension rib fastening means, including the reserved bar planting plate 2 of rectangle and embedded ribs hook 1, the embedded ribs hook 1 are vertically installed in reserved plant
On the one side of gusset 2,1 axis place plane of the embedded ribs hook is vertically arranged with reserved 2 length direction of bar planting plate.
By embedded ribs hook 1 is vertically welded on reserved bar planting plate 2, embedded ribs hook 1 is existed the present embodiment with stirrup colligation
Together, reserve bar planting plate 2 and be close to template-setup, concrete surface after casting concrete, can be exposed, simple structure, form removal are convenient,
The tension rib welding of 2 later-stage secondary structure masonry wall of reserved bar planting plate, can guarantee that tension rib quality, accelerating construction progress.
Preferably, shown in Figure 1, the embedded ribs hook 1 is right angle hook.1 right angle hook, stirrup colligation is one
It is convenient when rising to hook to stirrup on the inside of post.
Preferably, shown in Figure 1,1 right angle hook section of the embedded ribs hook is at least 5 times of diameter.Ensure
Embedded ribs hook 1 will not be pulled out by the intensity of 1 hooking of embedded ribs hook as hook is too short.
Preferably, it is shown in Figure 1, a diameter of 8mm of the embedded ribs hook 1, it is ensured that embedded ribs hook 1
Socket intensity.
Preferably, shown in Figure 1, the length of the reserved bar planting plate 2 is 200mm, and width is 50mm, thick
Spend for 2.5mm.Ensure that the intensity of fastening means first, when secondary structure is constructed wall tie bar two-sided welding 200 ×
50mm is reserved on outside the rectangle of bar planting plate 2, and particular location can be finely tuned in 50mm wide scopes according to mortar joint position, to guarantee
Tension rib position is accurate.
Preferably, the reserved bar planting plate 2 is steel plate.
As shown in Figure 1 shown in embedded tool structural representation, reserved 2 material of bar planting plate of this instrument adopts 2.5mm steel plates,
Profile adopts rectangle, and long 200mm, wide 50mm weld C8 of 2 one end with hook in reserved 2 pre-buried side of bar planting plate（Directly
Footpath is 8mm）Embedded ribs hook 1,1 length of embedded ribs hook are processed using the remaining reinforcing bar waste material in building site for 200mm, by what is discarded
Leftover pieces are re-used.Embedded ribs hook 1 another lateral bending, 90 ° of crotches, crotch flat segments are 5d, and flat segments crotch hooked to post inner band
Muscle, together with stirrup colligation, reserved bar planting plate 2 is close to template-setup, can expose concrete surface after casting concrete.
Using process：A kind of masonry wall tension rib fastening means described in the utility model, is given up with the reinforcing bar of job site
Material re-starts welding, processes, pre-buried in advance before wall, post casting concrete, and brick is clapped according to secondary structure in pre-buried position
Figure determines, high pre-buried one per 450mm along wall.When secondary structure is constructed, wall tie bar two-sided welding has on 200 × 50mm
Body position can be finely tuned in 50mm wide scopes according to mortar joint position, accurate to guarantee tension rib position.
After above-mentioned technical proposal, this utility model is used to be built with later-stage secondary structure by early stage pre-embedded steel slab
The tension rib welding of body wall, is recycled again by waste material, avoids later stage rebar-planting quality hidden danger greatly, and affect compared with bar planting
Duration, and the drawback such as the Surface Quality of Concrete difference that need to bring in template perforate spillage of embedded bar.
Although being described to this utility model above in conjunction with accompanying drawing, this utility model is not limited to above-mentioned
Specific embodiment, above-mentioned specific embodiment are only schematic, rather than restricted, the ordinary skill of this area
Personnel in the case of without departing from this utility model objective, can also make many variations under enlightenment of the present utility model, this
Belong within protection of the present utility model.
Claims (1)
1. a kind of masonry wall tension rib fastening means, it is characterised in that：It is including the reserved bar planting plate of rectangle and embedded ribs hook, described
Embedded ribs hook is vertically installed on the one side of reserved bar planting plate, and reserved bar planting plate is with embedded ribs hook by being welded and fixed；It is described
Embedded ribs hook axis place plane is vertically arranged with reserved bar planting plate length direction；The embedded ribs hook is right angle hook；It is described pre-
Bury muscle hook right angle hook section at least diameter 5 times；A diameter of 8mm of the embedded ribs hook；The length of embedded ribs hook is adopted for 200mm
Making is processed with the remaining reinforcing bar waste material in building site；The length of the reserved bar planting plate is 200mm, and width is 50mm, thickness
For 2.5mm；The reserved bar planting plate is steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620785255.8U CN206090939U (en) | 2016-07-25 | 2016-07-25 | Brickwork wall drawknot muscle connecting tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620785255.8U CN206090939U (en) | 2016-07-25 | 2016-07-25 | Brickwork wall drawknot muscle connecting tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090939U true CN206090939U (en) | 2017-04-12 |
Family
ID=58466696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620785255.8U Expired - Fee Related CN206090939U (en) | 2016-07-25 | 2016-07-25 | Brickwork wall drawknot muscle connecting tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090939U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057044A (en) * | 2018-08-22 | 2018-12-21 | 中国二十二冶集团有限公司 | Masonry tie wall bar shifts to an earlier date construction method |
-
2016
- 2016-07-25 CN CN201620785255.8U patent/CN206090939U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057044A (en) * | 2018-08-22 | 2018-12-21 | 中国二十二冶集团有限公司 | Masonry tie wall bar shifts to an earlier date construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205857530U (en) | Joint bar positioner | |
| CN110630011A (en) | Template reinforcing system for double shear walls at deformation joint and construction method thereof | |
| CN105839677A (en) | Advanced water prevention construction process for post-cast strip of side wall of basement | |
| CN110552370A (en) | Reverse construction method based annular lining wall integral single-side formwork construction method | |
| CN210976588U (en) | Template reinforcing system for double shear walls at deformation joint | |
| CN106760004A (en) | A kind of construction method of the uniform joint bar in guide trough structure surface | |
| CN206090939U (en) | Brickwork wall drawknot muscle connecting tool | |
| CN106193093B (en) | Rim of a cup foundation forms is reinforced and hydraulic pressure construction process for removing | |
| CN110966017A (en) | Construction method for water-rich stratum shield interval outer wrapping type tunnel portal ring beam | |
| CN108625531A (en) | A kind of construction method pouring constructional column concrete non-dismantling formwork | |
| CN109680578A (en) | Prefabricated road repairs unit and road repair construction method | |
| CN106337530B (en) | A kind of construction of frame beam seams stifled construction method | |
| CN211229521U (en) | Roofing arc angle template | |
| CN107916797B (en) | Construction method for improving bearing performance of old building | |
| CN108035457A (en) | A kind of high ductility concrete shear force wall connection structure of assembled and connection method | |
| CN209620278U (en) | Concrete anti-bank template structure with can have enough to meet need reinforcing bar inside lining | |
| CN105735487A (en) | Wall tied reinforcement component | |
| CN207469596U (en) | A kind of beam column outer rim is exempted to tear concrete mold open | |
| CN104912209B (en) | Bars In Poured Concrete Slab reserved holes of pipes plugging device and processing and plugging construction method | |
| CN209353775U (en) | A kind of concrete appearance defect processing repair outfit | |
| CN211818146U (en) | Ash distributing tool for controlling aerated concrete block masonry mortar joint | |
| CN210768376U (en) | Windowsill coping template | |
| CN209723594U (en) | A kind of positioning of assembled architecture reinforcing bar and check device | |
| CN205444484U (en) | Wall lacing wire subassembly | |
| CN209958777U (en) | Steel dustpan opening machined part convenient for pouring concrete of constructional column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20190725 |