CN207609166U - A kind of ultra-long rear casting band nut adjustable flexible template - Google Patents
A kind of ultra-long rear casting band nut adjustable flexible template Download PDFInfo
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- CN207609166U CN207609166U CN201721643932.3U CN201721643932U CN207609166U CN 207609166 U CN207609166 U CN 207609166U CN 201721643932 U CN201721643932 U CN 201721643932U CN 207609166 U CN207609166 U CN 207609166U
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- steel wire
- rigid plate
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- cast strip
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Abstract
The utility model discloses a kind of ultra-long rear casting band nut adjustable flexible templates, top uses adjustable rigid plate, rigid plate leans against and first pours structure and horizontally disposed, the top mark height of rigid plate is high concordant with the top mark of structures finished surface, the back side of rigid plate is connect with steel wire, steel wire is fixed on the construction muscle of structures, the bottom end of steel wire hangs on the bottom surface of post-cast strip, the top of steel wire is high not higher than the top mark of rigid plate, the side for being located at post-cast strip in steel wire is equipped with reinforcement structure, when pouring the concrete for first pouring structure, moisture film is formed in the mesh of steel wire constitutes integral mold plate.The utility model forms alter-pouring strips mould plate using steel wire, can not be influenced by distributing bar is penetrated through at post-cast strip, realizes integral formwork support；Moisture film is formed using the mesh of steel wire and the tension of water, steel wire plays the role of integral mold plate；Top rigid plate has the multiple action of protection concrete corner, fixed steel wire and integrated regulation form height.
Description
Technical field
The utility model is related to a kind of alter-pouring strips mould plate, especially a kind of ultra-long rear casting band nut adjustable flexible template.
Background technology
Post-cast strip is the temporary construction seam being arranged in entire floor plates, which retains after a period of time again according to design requirement
It pours.This " seam " had both solved the relative settlement of structure, the contraction distortion of concrete in total construction, and temperature is answered
Power, and achieved the purpose that not set permanent deformation seam.Especially longer, certain work is generally arranged in bulk storage plant ultra-flat terrace post-cast strip
Journey post-cast strip length about 980m, terrace flatness and levelness quality standard are extremely stringent.Using U.S. ASTME1155 terrace marks
Super sane level terrace standard in standard；Difficulty of construction is very big, and the molding effect of post-cast strip is the pass for ensureing entire terrace flatness
Key.
When general post-cast strip both sides concreting, plank sheathing is supported, due to the perforation of distributing bar at post-cast strip, is influenced
Integral formwork support mostly uses middle section formwork, and support shuttering is more difficult, and template needs to remove after concrete reaches design strength,
It is poor to cause that concrete is loose, post-cast strip connects raft surface concrete molding effect for spillage at no template.And in template installation process,
Due to human factor and material factor, alter-pouring strips mould plate absolute altitude can have a certain difference, and influence the construction matter of entire floor plates
Amount.
To ensure that requirement of the ultra-long rear casting with both sides flatness and levelness, formwork elevation measuring need to adjust in time, ordinary circumstance
Under mostly use adjustable spring or sleeve adjustable, but above two it is adjustable cannot meet simultaneously overall precision adjust, knot
Various requirements such as structure is stable, cost economy and overall effect are good.
Invention content
To there is provided a kind of ultra-long rear casting band nut adjustable to solve technical problem present in known technology for the utility model
Formula Flexible formwork assembly, the template are not necessarily to form removal convenient for construction, save the duration, and can ensure the construction quality of post-cast strip, ensure
The construction quality of entire floor plates.
The utility model is adopted the technical scheme that solve technical problem present in known technology：After a kind of overlength
Band nut adjustable flexible template is poured, top uses the adjustable rigid plate in upper and lower position, and the rigid plate, which leans against, first pours knot
Structure and horizontally disposed, the top mark height of the rigid plate and high concordant, the back of the body of the rigid plate of the top mark of structures finished surface
Face is connect with steel wire, and the steel wire is fixed on the construction muscle of structures, and the bottom end of the steel wire hangs in post-cast strip
Bottom surface on, the top of the steel wire is high not higher than the top mark of the rigid plate, is located at post-cast strip in the steel wire
Side is equipped with reinforcement structure, and forming moisture film when pouring the concrete for first pouring structure, in the mesh of the steel wire constitutes entirety
Template.
The rigid plate is formed using angle steel, and the vertical edge of the angle steel leans against and first pours structure, the angle steel
Horizontal sides are locked using upper and lower two nuts at the top of spacer bar, and the spacer bar is vertically fixed on existing structure
On.
The reinforcement structure is that the stiffener being arranged in rows in by more is formed, and the stiffener is vertically fixed on
On existing structure, the top of the stiffener is located at the lower section of the angle steel.
The utility model has the advantages and positive effects of：Alter-pouring strips mould plate is formed using steel wire, it can not be by rear
The influence with place's perforation distributing bar is poured, realizes integral formwork support；Moisture film, steel wire are formed using the mesh of steel wire and the tension of water
Net plays the role of integral mold plate；Top rigid plate not only has the dual work of protection concrete corner and fixed steel wire
With, it can also be by the height of nut integrated regulation template, processing is simple, can accurately adjust, and stability is good, easy to operate, materials
It is convenient, can be used directly nut adjustment, at low cost, stable structure, overall effect is good, on structure without influence, safety is good.
The utility model solves the difficult point of post empiricism, and both sides concrete connects raft face without picking chisel and cleaning, eliminates multiple tracks work
Sequence, quality can be guaranteed；The duration is saved, and ensure that the construction quality of post-cast strip without form removal convenient for construction.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
In figure：3-1, angle steel；3-2, spacer bar；3-3, nut；3-4, steel wire；3-5, stiffener；3-6, construction
Muscle；The base of 3-7, structures.
Specific implementation mode
For that can further appreciate that the invention, features and effects of the utility model, the following examples are hereby given, and coordinates
Detailed description are as follows for attached drawing：
Referring to Fig. 1, a kind of ultra-long rear casting band nut adjustable flexible template, top uses the adjustable rigidity in upper and lower position
Plate, the rigid plate, which leans against, first pours structure and horizontally disposed, top mark height and the structures finished surface of the rigid plate
Top mark is high concordant, and the back side of the rigid plate is connect with steel wire 3-4, and the steel wire 3-4 is fixed on the construction of structures
On muscle 3-6, the bottom end of the steel wire 3-4 hangs on the bottom surface of post-cast strip, and the top of the steel wire 3-4 is not higher than described
The top mark of rigid plate is high, and the side that post-cast strip is located in the steel wire 3-4 is equipped with reinforcement structure, and structure is first poured pouring
Moisture film, which is formed, when concrete, in the mesh of the steel wire 3-4 constitutes integral mold plate.
In the present embodiment, the rigid plate is formed using angle steel 3-1, and the vertical edge of the angle steel 3-1 leans against
First pour structure, the horizontal sides of the angle steel 3-1 are locked using upper and lower two nuts 3-3 at the top of spacer bar 3-2, described fixed
Position reinforcing bar 3-2 is vertically fixed on existing structure, and in the present embodiment, the lower end of spacer bar 3-2 is fixed on structures
In base 3-7, both sides are equipped with spacer bar (not shown), and spacer bar is fixed on existing structure.This structure construction
Simply, easy to implement at the scene.Similarly, the reinforcement structure is that the stiffener 3-5 being arranged in rows in by more is formed, described
Stiffener 3-5 is vertically fixed on existing structure, and the top of the stiffener 3-5 is located at the lower section of the angle steel 3-1.
The construction method of the utility model：
One) according to post-cast strip floor plan, stationary positioned reinforcing bar installs angle steel at the top of spacer bar,
Two) steel wire is installed according to post-cast strip floor plan, steel wire is combined into using mesh sheet, binds the structure in structures
It makes on muscle；
Three) the top mark height and levelness of nut adjustment angle steel up and down are rotated；
Four) it will be connected at the top of steel wire on the vertical edge back side of angle steel.
Although the preferred embodiment of the utility model is described above in conjunction with attached drawing, the utility model is not
It is confined to above-mentioned specific implementation mode, the above mentioned embodiment is only schematical, is not restrictive, ability
The those of ordinary skill in domain is not departing from the utility model aims and claimed under the enlightenment of the utility model
In the case of range, many forms can also be made, these are belonged within the scope of protection of the utility model.
Claims (3)
1. a kind of ultra-long rear casting band nut adjustable flexible template, which is characterized in that top uses the adjustable rigidity in upper and lower position
Plate, the rigid plate, which leans against, first pours structure and horizontally disposed, top mark height and the structures finished surface of the rigid plate
Top mark is high concordant, and the back side of the rigid plate is connect with steel wire, and the steel wire is fixed on the construction muscle of structures, institute
The bottom end for stating steel wire hangs on the bottom surface of post-cast strip, and the top of the steel wire is not higher than the top mark of the rigid plate
Height, the side that post-cast strip is located in the steel wire are equipped with reinforcement structure, when pouring the concrete for first pouring structure, the steel wire
Moisture film is formed in the mesh of net constitutes integral mold plate.
2. ultra-long rear casting band nut adjustable flexible template according to claim 1, which is characterized in that the rigid plate
It is to be formed using angle steel, the vertical edge of the angle steel leans against and first pours structure, and the horizontal sides of the angle steel use upper and lower two spiral shells
At the top of spacer bar, the spacer bar is vertically fixed on existing structure mother's locking.
3. ultra-long rear casting band nut adjustable flexible template according to claim 2, which is characterized in that the reinforcement structure
It is that the stiffener being arranged in rows in by more is formed, the stiffener is vertically fixed on existing structure, the reinforcement
The top of reinforcing bar is located at the lower section of the angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721643932.3U CN207609166U (en) | 2017-11-30 | 2017-11-30 | A kind of ultra-long rear casting band nut adjustable flexible template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721643932.3U CN207609166U (en) | 2017-11-30 | 2017-11-30 | A kind of ultra-long rear casting band nut adjustable flexible template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207609166U true CN207609166U (en) | 2018-07-13 |
Family
ID=62796085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721643932.3U Active CN207609166U (en) | 2017-11-30 | 2017-11-30 | A kind of ultra-long rear casting band nut adjustable flexible template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207609166U (en) |
-
2017
- 2017-11-30 CN CN201721643932.3U patent/CN207609166U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200325 Address after: 300451 No. 72, Hangzhou Road, Binhai New Area, Tianjin Co-patentee after: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION Corp.,Ltd. Patentee after: CHINA CONSTRUCTION SIXTH ENGINEERING BUREAU INSTALLATION ENGINEERING Co.,Ltd. Address before: 300456 No. 75 Xingang Road, Binhai New Area, Tianjin, Tanggu, China Co-patentee before: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION Corp.,Ltd. Patentee before: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION NO.3 CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CP03 | Change of name, title or address |
Address after: 710075 room 11001, 10th floor, building 3, Fengxi new town headquarters economic Park project, Xixian New District, Xi'an, Shaanxi Province Patentee after: China Construction Sixth Engineering Bureau Northwest Construction Co.,Ltd. Patentee after: China Construction Sixth Engineering Bureau Co., Ltd. Address before: No. 72 Hangzhou Road, Tianjin Binhai New Area, 300451 Patentee before: CHINA CONSTRUCTION SIXTH ENGINEERING BUREAU INSTALLATION ENGINEERING Co.,Ltd. Patentee before: China Construction Sixth Engineering Bureau Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 710075 room 11001, 10th floor, building 3, Fengxi new town headquarters economic Park project, Xixian New District, Xi'an, Shaanxi Province Patentee after: The First Construction Co.,Ltd. of China Construction Sixth Engineering Bureau Patentee after: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION Corp.,Ltd. Address before: 710075 room 11001, 10th floor, building 3, Fengxi new town headquarters economic Park project, Xixian New District, Xi'an, Shaanxi Province Patentee before: China Construction Sixth Engineering Bureau Northwest Construction Co.,Ltd. Patentee before: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION Corp.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |