CN208792765U - The fixed keel of the template of filled wall collar tie beam - Google Patents
The fixed keel of the template of filled wall collar tie beam Download PDFInfo
- Publication number
- CN208792765U CN208792765U CN201820941717.XU CN201820941717U CN208792765U CN 208792765 U CN208792765 U CN 208792765U CN 201820941717 U CN201820941717 U CN 201820941717U CN 208792765 U CN208792765 U CN 208792765U
- Authority
- CN
- China
- Prior art keywords
- plank sheathing
- template
- fixed
- tie beam
- collar tie
- 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
- 230000002787 reinforcement Effects 0.000 claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 28
- 238000005452 bending Methods 0.000 claims abstract description 9
- 238000005728 strengthening Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 210000002435 tendon Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides the fixed keel of template of filled wall collar tie beam；The fixation to plank sheathing is realized well and improves construction efficiency construction quality；Its technical solution solved includes foundation wall, the left and right sides of foundation wall is equipped with the plank sheathing that front and back is vertically placed, the lower end of plank sheathing, which is placed in, to be tightly attached on wall, the upper end of plank sheathing is higher by wall upper surface, the two sides of plank sheathing are equipped with fixed keel, fixed keel include the vertical reinforcement for being placed in plank sheathing two sides, the upper end of two vertical reinforcements is connected in same root cross-brace, the reinforcing rib being placed between cross-brace and plank sheathing is fixed on two vertical reinforcements, the Vertical bar connection of bending and corresponding side is together on the inside of portion separately down at the both ends of reinforcing rib；The utility model clever structure, it is novel.
Description
Technical field
The utility model relates to the fixed keel of the template of collar tie beam technical field of building construction, especially filled wall collar tie beam.
Background technique
In Wall Structure Filled with Masonry construction, when wall height is more than 4 meters, half height of wall is preferably arranged to be connect and complete along wall with column
The armored concrete horizontal beam (i.e. collar tie beam) of long perforation.The overall stiffness of building is improved in this way, also improves the anti-of masonry structure
Pressure and shearing strength resist vibrations load and transmitting horizontal loading.But conventional method for strengthening through walls easily causes wall hole
Hole, while reinforcing and removing and all increasing labor cost, increase later period wall and repair cost, restricts the construction period.
Furthermore present some fixed device operations are all more complicated, and notice cost of manufacture is higher, and in construction field
It is easy to be destroyed when ground large-scale use, improves production cost, influence the quality of production.
Therefore it is simple to design a kind of production, the fixed keel of template easy to use are necessary.
Utility model content
For above situation, for the defect for overcoming the prior art, the utility model provides the template of filled wall collar tie beam
Fixed keel；The fixation to plank sheathing is realized well and improves construction efficiency construction quality.
Its technical solution solved includes foundation wall, and the left and right sides of foundation wall is equipped with the wooden model that front and back is vertically placed
Plate, the lower end of plank sheathing, which is placed in, to be tightly attached on wall, and the upper end of plank sheathing is higher by wall upper surface, and the two sides of plank sheathing are equipped with solid
Determine keel, fixed keel include the vertical reinforcement for being placed in plank sheathing two sides, and the upper end of two vertical reinforcements is connected to same root cross
To in support, the reinforcing rib being placed between cross-brace and plank sheathing, the both ends point of reinforcing rib are fixed on two vertical reinforcements
Not to the lower part inside bending and corresponding side Vertical bar connection together.
The utility model clever structure, it is novel, realize fixation and raising to plank sheathing well by keel
Construction efficiency construction quality.
Detailed description of the invention
Fig. 1 is schematic front view when the utility model is used.
Fig. 2 is the fixed keel main view of the utility model.
Fig. 3 is schematic top plan view when the utility model is used.
Specific embodiment
Specific embodiment of the present utility model is described in further detail below in conjunction with attached drawing.
By Fig. 1-3 it is found that the utility model includes foundation wall 1, the left and right sides of foundation wall 1 is equipped with front and back and vertically puts
The plank sheathing 2 set, the lower end of plank sheathing 2, which is placed in, to be tightly attached on wall 1, and the upper end of plank sheathing 2 is higher by 1 upper surface of wall, wooden model
The two sides of plate 2 are equipped with fixed keel, and fixed keel include the vertical reinforcement 3 for being placed in 2 two sides of plank sheathing, two vertical reinforcements 3
Upper end is connected in same root cross-brace 4, is fixed with and is placed between cross-brace 4 and plank sheathing 2 on two vertical reinforcements 3
Reinforcing rib 5, the vertical reinforcement 3 of the bending of portion inside and corresponding side links together separately down at the both ends of reinforcing rib 5.
In order to realize better fixed effect, the lower end of two vertical reinforcements 3 in left and right tilts inwardly, inclination angle
Degree is 5 ° -10 °, between less than two 2 end face outsides of plank sheathing of the distance between lower ending opening of two vertical reinforcements 3 away from
From.
It more fastens to make to connect between all parts, passes through between two vertical reinforcements 3 and cross-brace 4
It is welded and fixed, with vertical reinforcement 3 by being welded and fixed after the both ends bending of reinforcing rib 5.
In order to realize better clamping plank sheathing 2, the angle of the inward at both ends bending of the reinforcing rib 5 is
55 ° -65 °, reinforcing rib 5 can be set in the side of vertical reinforcement 3, can also be respectively provided with one in side before and after vertical reinforcement 3.
For the convenience and high-efficiency of production, the reinforcing rib 5 includes being placed in below cross-brace 4 and horizontal positioned
The both ends of second support, the second support are connected separately with lower end inclined skewed horizontal load 6 inwardly, skewed horizontal load 6 and second
The angle of support is 55 ° -65 °.
The two sides of template are stuck in for the ease of the keel, the vertical reinforcement 3, cross-brace 4 and reinforcing rib 5 are adopted
It is made of 8 reinforcing bar of φ.
In order to preferably fix plank sheathing 2, making plank sheathing 2, spacing is uniform in the front-back direction, sets above the plank sheathing 2
There are the fixation keel that multiple front-rear directions are uniformly distributed.
Plank sheathing 2 is fixed on the two sides for the wall 1 that lower section has puzzled when specifically used by the utility model first,
And be fixed, the lower ending opening of the vertical reinforcement 3 of keel is stuck in the two sides of plank sheathing 2 from the top of plank sheathing 2, and downwards
Pressing, moves down keel, the lower end of vertical reinforcement 3 is finally made to be stuck in the position that plank sheathing 2 is placed in below 1 upper surface of wall
It sets, is placed on the overturning of plank sheathing 2 under the action of clamping force, at this time since vertical reinforcement 3 is the intilted structure in lower end, erect
To the distance between less than two 2 end face outsides of plank sheathing of lower ending opening of reinforcing bar 3, it is stuck in outside two templates in vertical reinforcement 3
When side, the lower end of two vertical reinforcements 3 can be strutted outward, and under the action of itself toughness of vertical reinforcement 3, vertical reinforcement 3 can
With the two sides of good clamping plank sheathing 2, simultaneously because being provided with reinforcing rib 5, it is welded on after the both ends bending of reinforcing rib 5 vertical
On reinforcing bar 3, realizes bigger clamping force to plank sheathing 2 under the action of reinforcing rib 5 at this time, can more effectively fix plank sheathing
2, while multiple keel are laid in the front-rear direction of plank sheathing 2, it can be very good to realize and 2 front-rear direction of plank sheathing fixed
The uniformity in gap, convenient for constructing and improving collar tie beam filling quality.
The utility model carries out welding support using reinforcing bar common on building site, can be very by reinforcing bar self-characteristic
Good is fixed plank sheathing, while drawing materials conveniently, can be very good to be applicable in construction environment, and benefit can be repeated several times
With, it is high-efficient, it is easy to use.
The utility model clever structure, it is novel, realize fixation and raising to plank sheathing well by keel
Construction efficiency construction quality.
Claims (7)
1. the fixed keel of the template of filled wall collar tie beam, which is characterized in that including foundation wall (1), the left and right of foundation wall (1)
Two sides are equipped with the plank sheathing (2) that front and back is vertically placed, and the lower end of plank sheathing (2), which is placed in, to be tightly attached on wall (1), plank sheathing (2)
Upper end be higher by wall (1) upper surface, the two sides of plank sheathing (2) are equipped with fixed keel, and fixed keel include being placed in plank sheathing (2)
The vertical reinforcement (3) of two sides, the upper end of two vertical reinforcements (3) are connected on same root cross-brace (4), two vertical reinforcements
(3) reinforcing rib (5) being placed between cross-brace (4) and plank sheathing (2) is fixed on, the both ends of reinforcing rib (5) are separately down
The vertical reinforcement (3) of bending and corresponding side links together on the inside of portion.
2. the fixed keel of the template of filled wall collar tie beam according to claim 1, which is characterized in that the left and right two
The lower end of vertical reinforcement (3) tilts inwardly, and tilt angle is 5 ° -10 °, between the lower ending opening of two vertical reinforcements (3)
The distance between less than two plank sheathing (2) end face outsides of distance.
3. the fixed keel of the template of filled wall collar tie beam according to claim 1, which is characterized in that described two are vertical
By being welded and fixed between reinforcing bar (3) and cross-brace (4), with vertical reinforcement (3) by welding after the both ends bending of reinforcing rib (5)
Connect fixation.
4. the fixed keel of the template of filled wall collar tie beam according to claim 3, which is characterized in that it is described described plus
The angle of the inward at both ends bending of strengthening tendons (5) is 55 ° -65 °, and reinforcing rib (5) setting is in vertical reinforcement (3) in the front-back direction one
Side.
5. the fixed keel of the template of filled wall collar tie beam according to claim 4, which is characterized in that the reinforcing rib
It (5) include being placed in the second support below cross-brace (4) and horizontal positioned, the both ends of the second support are connected separately with lower end
Inclined skewed horizontal load (6) inwardly, skewed horizontal load (6) and the angle of the second support are 55 ° -65 °.
6. the fixed keel of the template of filled wall collar tie beam according to claim 5, which is characterized in that the vertical reinforcement
(3), cross-brace (4) and reinforcing rib (5) are all made of 8 reinforcing bar of φ and are made.
7. the fixed keel of the template of filled wall collar tie beam according to claim 1, which is characterized in that the plank sheathing
(2) top is equipped with the uniformly distributed fixation keel of multiple front-rear directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820941717.XU CN208792765U (en) | 2018-06-19 | 2018-06-19 | The fixed keel of the template of filled wall collar tie beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820941717.XU CN208792765U (en) | 2018-06-19 | 2018-06-19 | The fixed keel of the template of filled wall collar tie beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208792765U true CN208792765U (en) | 2019-04-26 |
Family
ID=66201158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820941717.XU Expired - Fee Related CN208792765U (en) | 2018-06-19 | 2018-06-19 | The fixed keel of the template of filled wall collar tie beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208792765U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173112A (en) * | 2019-05-08 | 2019-08-27 | 浙江金立建设有限公司 | Collar tie beam side form elasticity clamp |
-
2018
- 2018-06-19 CN CN201820941717.XU patent/CN208792765U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173112A (en) * | 2019-05-08 | 2019-08-27 | 浙江金立建设有限公司 | Collar tie beam side form elasticity clamp |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190426 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |