CN207435904U - A kind of cushion cap reinforcing bar quick mounting locating devices - Google Patents
A kind of cushion cap reinforcing bar quick mounting locating devices Download PDFInfo
- Publication number
- CN207435904U CN207435904U CN201720698009.3U CN201720698009U CN207435904U CN 207435904 U CN207435904 U CN 207435904U CN 201720698009 U CN201720698009 U CN 201720698009U CN 207435904 U CN207435904 U CN 207435904U
- Authority
- CN
- China
- Prior art keywords
- stiff skeleton
- stiffness
- reinforcing bar
- stand
- cushion cap
- 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
Abstract
The utility model discloses a kind of cushion cap reinforcing bar quick mounting locating devices, including multigroup stiffness stand for being mutually parallel and being vertically arranged；Every group of stiffness stand includes multiple coplanar stiff skeleton columns；It is characterized in that：The top of every group of stiffness stand is connected with stiff skeleton beam；Stiff skeleton spacer bar is connected on the stiff skeleton column in the plane perpendicular to stiffness stand；The paint mark of different colours is both provided on stiff skeleton beam and stiff skeleton spacer bar.The utility model is simple in structure, easy to install, it is effectively supported by the reinforcing bar for increasing stiff skeleton spacer bar and stiff skeleton beam cushion cap in original stiffness stand, the rigidity of framework of steel reinforcement is improved so as to improve the stability of cushion cap, solves the defects of cooling water pipe, the reinforcing bar that traditional suspended deck structure is brought in the prior art are not easy location and installation, so as to reduce cushion cap reinforcing bar difficulty of construction.
Description
Technical field
The utility model is related to a kind of cushion cap bar reinforcement positioning device, bridge foundation construction fields, and in particular to one
Kind cushion cap reinforcing bar quick mounting locating devices, are primarily adapted for use in the efficient construction of cushion cap reinforcing bar.
Background technology
Foundation construction efficiency determines the entire Construction of Engineering Projects duration, and cushion cap is minimum for concrete structure entity
Physical dimension not less than 1m big scale of construction concrete or be expected to the temperature change caused by cementitious material aquation in concrete and
The concrete for shrinking and harmful cracks being caused to generate.Cushion cap reinforcement construction is bearing platform construction most complicated procedures of forming, for reply
Temperature change causes concrete to generate harmful cracks, and the cooling water pipe of unicom need to be set inside cushion cap, realizes inner concrete
Energy discharges, and reduces influence of the temperature gradient to cushion cap concrete quality；To ensure cushion cap concrete effectively by top
Load passes to pile foundation, do not cause cushion cap concrete generate local stress, and then generate crack, need to configure multiple steel bar stress with
Distributing bar；Therefore cooling water pipe precise positioning hardly possible is caused, framework of steel reinforcement is higher, and stability is poor, reinforcing bar positioning action
The cushion caps reinforcement construction difficulty such as difficulty.
The content of the invention
In order to solve the above technical problems, the utility model employs such a cushion cap reinforcing bar Fast Installation positioning
Device, including multigroup stiffness stand for being mutually parallel and being vertically arranged；Every group of stiffness stand includes multiple coplanar stiffness bones
Trestle；It is characterized in that：The top of every group of stiffness stand is connected with stiff skeleton beam；Positioned at the plane perpendicular to stiffness stand
Stiff skeleton spacer bar is connected on interior stiff skeleton column；It is both provided on stiff skeleton beam and stiff skeleton spacer bar
The paint mark of different colours.
In a kind of preferred embodiment of the utility model, stiff skeleton spacer bar includes multiple；Multiple stiffness bones
Frame spacer bar vertically equidistant placement.
In a kind of preferred embodiment of the utility model, multigroup stiffness stand equidistant placement in the horizontal direction；Every group
Stiff skeleton column in stiffness stand equidistant placement in the horizontal direction.
In a kind of preferred embodiment of the utility model, paint mark includes determining different model reinforcement location
Colour code with for determining the colour code of cooling water pipe position.
In a kind of preferred embodiment of the utility model, each model reinforcing bar corresponds to a kind of colour code.
The beneficial effects of the utility model are：The utility model is simple in structure, easy to install, by original strength
Property stand on increase stiff skeleton spacer bar and stiff skeleton beam and so that the reinforcing bar of cushion cap is effectively supported, improve
The rigidity of framework of steel reinforcement realizes the rapid construction that reinforcing bar is built so as to improving the stability of cushion cap；This practicality simultaneously is new
Type on stiff skeleton spacer bar and stiff skeleton beam by setting paint mark to solve traditional cushion cap knot in the prior art
The defects of cooling water pipe that structure is brought, reinforcing bar are not easy location and installation, so as to reduce cushion cap reinforcing bar difficulty of construction.
Description of the drawings
Fig. 1 is a kind of front view of cushion cap reinforcing bar quick mounting locating devices of the utility model embodiment；
Fig. 2 is a kind of left view of cushion cap reinforcing bar quick mounting locating devices of the utility model embodiment；
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, is further elaborated the utility model.It should be appreciated that specific embodiment described herein is only explaining this
Utility model is not used to limit the utility model.
From a kind of Fig. 1 to structure diagram of cushion cap reinforcing bar quick mounting locating devices shown in Fig. 2, sheet
Utility model includes multigroup stiffness stand 1 for being mutually parallel and being vertically arranged；Every group of stiffness stand 1 includes multiple coplanar stiffnesses
Skeleton column 1.1；It is characterized in that：The top of every group of stiffness stand 1 is connected with stiff skeleton beam 2；It is stood positioned at perpendicular to stiffness
Stiff skeleton spacer bar 3 is connected on stiff skeleton column 1.1 in the plane of frame 1；Stiff skeleton beam 2 and stiff skeleton positioning
The paint mark 4 of different colours is both provided on reinforcing bar 3；Stiff skeleton spacer bar 3 includes multiple；Multiple stiff skeleton positioning
The vertically equidistant placement of reinforcing bar 3；Multigroup stiffness stand 1 equidistant placement in the horizontal direction；Stiffness in every group of stiffness stand 1
The equidistant placement in the horizontal direction of skeleton column 1.1；Paint mark 4 include determining the colour code of different model reinforcement location with
For determining the colour code of cooling water pipe position；Each model reinforcing bar corresponds to a kind of colour code.
During using the utility model, fixed stiff skeleton column is positioned first, is erected according to cushion cap main body reinforcing bar with cooling water pipe
To position, stiff skeleton stratiform spacer bar is installed, direction is vertical with main body reinforcing bar and cooling water pipe direction, on it with oil
Paint identifies reinforcing bar and cooling water pipe position, realizes the accurate Fast Installation of the two；Stiff skeleton column top stiffness bone is installed again
It sets a roof beam in place, forms integral net form entirety stiff skeleton structure, cushion cap top layer reinforcing bar is positioned by stiff skeleton beam.Positioning cranse should
For installation platform embedded bar, cushion cap top layer reinforcing bar top is fixed in, using the paint of several different colours, is identified
The position of long bar dowel on cranse is positioned, can be sat in the right seat when embedded bar is installed.
Its specific steps includes：
1st, the stiff skeleton column 1.1 of suitable length is selected, it is positioned and fixed.
2nd, according to the cushion cap reinforced mesh absolute altitude of design requirement and direction and the absolute altitude of cooling water pipe, carry out stiff skeleton and determine
Position reinforcing bar 3 is installed, and stiff skeleton spacer bar 3 and stiff skeleton column 1.1 are welded.It is utilized on stiff skeleton spacer bar 3
Different colours do paint mark 4, distinguish different types reinforcing bar and water pipe position, and then make cushion cap reinforcing bar Fast Installation.
3rd, installation is complete for reinforcing bar and cooling water pipe inside cushion cap, installation stiff skeleton beam 2, by stiff skeleton beam 2 and stiffness
Stand 1 is welded, and paint mark is done on stiff skeleton beam 2, marks reinforcement location, makes roof steel bar installation accurate.
4th, when cushion cap embedded bar is constructed, by doing the paint mark 4 of different colours in positioning cranse, identified by painting
The 4 long bar dowels of realization are accurately positioned, while improve the installation efficiency of embedded bar.
The positioner has been applied successfully to double up to Wolong ditch bridge bearing platform construction, stable structure, easy construction, tradition
Do not do mark 15 days single layer platform durations of construction, constructed single 7 days cushion cap durations using the utility model, save the duration 50% with
On.
The utility model is simple in structure, reliable, convenient to assemble and disassemble, efficiently solves reinforcement installation in cushion cap construction and determines
Position is difficult with cooling water pipe positioning action, is economically embodied, and improves foundation construction efficiency, shortens the foundation construction phase,
And then shorten project duration.
It is 1. reliable：Cushion cap embedded bar accurate positioning is reliable.
2. facilitate：Structure is easy for installation, and lifting equipment is not required.
3. standard：The precise positioning of cushion cap reinforcing bar can be achieved, effectively control reinforcing bar three-dimensional spacing, it is neat uniform.
It is only the specific embodiment of the present invention, but protection scope of the present invention is not limited to more than it should be appreciated that
In this, any those skilled in the art disclosed herein technical scope in, the variation that can readily occur in or replace
It changes, should be covered by the protection scope of the present invention.
Claims (3)
1. a kind of cushion cap reinforcing bar quick mounting locating devices, including multigroup stiffness stand for being mutually parallel and being vertically arranged
(1)；Every group of stiffness stand (1) includes multiple coplanar stiff skeleton columns (1.1)；It is characterized in that：Every group of stiffness stand
(1) top is connected with stiff skeleton beam (2)；Stiff skeleton column (1.1) in the plane perpendicular to stiffness stand (1)
On be connected with stiff skeleton spacer bar (3)；It is all provided on the stiff skeleton beam (2) and the stiff skeleton spacer bar (3)
It is equipped with the paint mark (4) of different colours；The paint mark (4) includes determining the color mark of different model reinforcement location
Know the colour code with being used to determine cooling water pipe position；Each model reinforcing bar corresponds to a kind of colour code；Each model reinforcing bar
According to stiff skeleton spacer bar (3) paint mark (4) position and stiff skeleton spacer bar (3) it is affixed；Roof steel bar
According to stiff skeleton beam (2) paint mark (4) position and stiff skeleton beam (2) it is affixed.
2. a kind of cushion cap reinforcing bar quick mounting locating devices according to claim 1, it is characterised in that：The strength
Property framework location reinforcing bar (3) include it is multiple；The multiple stiff skeleton spacer bar (3) vertically equidistant placement.
3. a kind of cushion cap reinforcing bar quick mounting locating devices according to claim 1, it is characterised in that：It is described more
Organize stiffness stand (1) equidistant placement in the horizontal direction；Stiff skeleton column (1.1) in every group of stiffness stand (1) is along level
Direction equidistant placement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720698009.3U CN207435904U (en) | 2017-06-15 | 2017-06-15 | A kind of cushion cap reinforcing bar quick mounting locating devices |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720698009.3U CN207435904U (en) | 2017-06-15 | 2017-06-15 | A kind of cushion cap reinforcing bar quick mounting locating devices |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207435904U true CN207435904U (en) | 2018-06-01 |
Family
ID=62395043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720698009.3U Expired - Fee Related CN207435904U (en) | 2017-06-15 | 2017-06-15 | A kind of cushion cap reinforcing bar quick mounting locating devices |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207435904U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797362A (en) * | 2018-07-09 | 2018-11-13 | 贵州新联爆破工程集团有限公司 | One kind pouring mass concrete heat sink |
| CN108868158A (en) * | 2018-07-27 | 2018-11-23 | 中交公局重庆城市建设发展有限公司 | A kind of assembled architecture reinforcing bar localization method |
| CN113863354A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Ultrahigh independent bearing platform gluten integral installation structure and construction method thereof |
-
2017
- 2017-06-15 CN CN201720698009.3U patent/CN207435904U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797362A (en) * | 2018-07-09 | 2018-11-13 | 贵州新联爆破工程集团有限公司 | One kind pouring mass concrete heat sink |
| CN108868158A (en) * | 2018-07-27 | 2018-11-23 | 中交公局重庆城市建设发展有限公司 | A kind of assembled architecture reinforcing bar localization method |
| CN108868158B (en) * | 2018-07-27 | 2020-10-30 | 中交一公局重庆城市建设发展有限公司 | Method for positioning assembled building steel bars |
| CN113863354A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Ultrahigh independent bearing platform gluten integral installation structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207435904U (en) | A kind of cushion cap reinforcing bar quick mounting locating devices | |
| CN207829306U (en) | Assemble concrete structure prefabricated post reserved joint bar positioning sleeve board mold and vertical connection structure | |
| CN106065681A (en) | Superimposed sheet hoard strip construction method in a kind of overall assembled architecture based on BIM technology | |
| CN206986914U (en) | A kind of shaped steel tower crane basis steel platform | |
| CN203256760U (en) | Formwork for quickly installing and positioning foundation bolt | |
| CN106193094B (en) | A kind of embedding anchor bolts construction mould and foundation bolt adjust construction method | |
| CN106193330B (en) | A kind of steel building construction land tenure foot bolt pre-embedded construction method | |
| CN102277980B (en) | Device for integrally jacking roof of single-layer industrial factory building and construction method thereof | |
| CN105804110A (en) | Construction method of foundation bolts of railway contact net and mounting bracket | |
| CN109968522A (en) | The mounting device and installation method of prefabricated case beam bottom web reinforcement skeleton | |
| CN105297731B (en) | Reverse construction method steel stand column positioning device and positioning method | |
| CN104005431B (en) | Oblique orthogonal makes template for group's pile-pile cap-superstructure scale model | |
| CN112095485A (en) | Bridge stay cable anchor cylinder pre-embedded positioning device and using method thereof | |
| CN108010433A (en) | A kind of assembled architecture comprehensive practical traning model | |
| CN203238950U (en) | Concrete beam formwork supported by trusses suspended in air | |
| CN106884532A (en) | The form bracing system and construction method of the cast-in-place decorative panel of staged Arc Stand | |
| CN205975995U (en) | Cast -in -place concrete floor indent steel tube frame | |
| CN217476234U (en) | Prefabricated box girder web reinforcing bar positioner | |
| CN207210963U (en) | Jig structure for T beam steel bar colligations | |
| CN206646817U (en) | The form bracing system of the cast-in-place decorative panel of staged Arc Stand | |
| CN212477455U (en) | Pre-buried positioner of bridge suspension cable anchor cylinder | |
| CN206637189U (en) | A kind of large-scale tower crane foundation pre-embedded bolt fixing device | |
| CN102587283B (en) | Cast-in-situ construction method of cast-in-situ concrete bridge | |
| CN205617664U (en) | Prefabricated pier stud locating rack for steel reinforcement cage | |
| CN103397638A (en) | Tie bar for supporting system in high-rigidity integral prestressed fabricated foundation pit support |
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: 20180601 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |