CN218205789U - Integral bent cap steel bar location and ligature rack - Google Patents
Integral bent cap steel bar location and ligature rack Download PDFInfo
- Publication number
- CN218205789U CN218205789U CN202222226673.1U CN202222226673U CN218205789U CN 218205789 U CN218205789 U CN 218205789U CN 202222226673 U CN202222226673 U CN 202222226673U CN 218205789 U CN218205789 U CN 218205789U
- Authority
- CN
- China
- Prior art keywords
- bent cap
- steel bar
- positioning
- rack
- horizontal
- 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
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an integral type bent cap steel bar positioning and binding rack which comprises a bottom bearing structure, framework pieces, vertical force transmission columns, detachable horizontal rib positioning brackets and detachable upper brackets, wherein the framework pieces are transversely fixed on the bottom bearing structure, two groups of vertical force transmission columns are vertically arranged on two sides of the bottom bearing structure, a plurality of horizontal rib positioning devices are arranged on the vertical force transmission columns from top to bottom, horizontal positioning holes are formed in the horizontal rib positioning devices, the detachable horizontal rib positioning brackets are movably inserted into the positioning holes, and the detachable upper brackets are movably arranged above the two groups of vertical force transmission columns.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to an integral type bent cap steel bar positioning and binding rack.
Background
At present, the method often adopted for mounting the cover beam steel reinforcement framework of the highway is to perform binding on the pier top site, firstly process steel reinforcement framework sheets, hoist the framework sheets to the cover beam bottom template after the cover beam bottom template is paved, then bind into an integral framework, and finally pour concrete.
However, in the actual construction process, the on-site binding construction condition of the bent cap steel reinforcement framework is poor, the framework piece is not accurately positioned, the defects of low binding speed, large deviation of installation precision and the like exist, the finished product steel reinforcement protection layer has low qualification rate, and the construction efficiency is low.
Disclosure of Invention
In order to solve the problems, the invention discloses an integral type bent cap reinforcement positioning and binding rack which is simple in structure and light in self weight, can realize accurate positioning and reinforcement binding of a bent cap reinforcement framework in a factory, can also realize industrial production, integral hoisting and transportation, and achieves the purposes of improving the bent cap construction efficiency and reducing the energy consumption.
In order to achieve the purpose, the technical scheme of the invention is as follows:
the utility model provides an integral bent cap rebar positioning and ligature rack, includes bottom load-carrying members, casing ply, vertical biography power post, can dismantle horizontal muscle locating bracket, can dismantle the upper bracket, the casing ply transversely is fixed on bottom load-carrying members, and is two sets of the vertical setting of vertical biography power post is in bottom load-carrying members both sides, vertical biography power post from the top down is equipped with a plurality of horizontal muscle positioner, be equipped with the horizontal direction's in the horizontal muscle positioner locating hole, can dismantle horizontal muscle locating bracket activity and insert in the locating hole, can dismantle the upper bracket activity and set up in two sets of vertical biography power post tops.
As an improvement of the invention, the bottom bearing structure is a square frame structure formed by welding section steel.
As an improvement of the invention, lateral limit supporting devices are arranged on two sides of the vertical force transmission column.
As an improvement of the invention, a horizontal connecting beam is arranged above the vertical force transmission column.
As an improvement of the invention, the framework sheet is provided with a longitudinal rib positioning clamping groove.
As an improvement of the invention, an upper bracket limiting device is arranged below the detachable upper bracket.
The invention has the beneficial effects that:
1. the device has simple structure and easy manufacture and convenient connection;
2. the positioning precision of the steel bar can be ensured, and the industrialized production and the integral hoisting can be realized;
3. the product has light weight, convenient turnover and repeated use;
4. the structure can shorten the processing period of the steel bar framework and achieve the purposes of improving the efficiency and reducing the energy consumption.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a top view of the present invention.
Fig. 3 is a schematic view of the detachable horizontal rib positioning bracket according to the present invention.
Fig. 4 is a schematic view of the operation of the detachable upper bracket of the present invention.
List of reference symbols:
1. a bottom load bearing structure; 2. a matrix tablet; 3. a vertical force transfer column; 4. a horizontal tie beam; 5. a lateral limit support device; 6. a horizontal rib positioning device; 7. the horizontal rib positioning bracket can be disassembled; 8. an upper bracket limiting device; 9. the upper bracket can be disassembled; 201. a longitudinal rib positioning clamping groove; 601. and (7) positioning the holes.
Detailed Description
The present invention will be further illustrated with reference to the accompanying drawings and specific embodiments, which are to be understood as merely illustrative of the invention and not as limiting the scope of the invention.
As shown in the figure, the integral type bent cap reinforcing steel bar positioning and binding rack comprises 9 components, wherein a bottom bearing structure 1 is a square frame structure formed by welding profile steels and is placed on the ground, vertical force transmission columns 3 are erected on two sides above the bottom bearing structure 1 and are fixed by welding, in order to ensure the stability of the vertical force transmission columns 3, lateral limiting and supporting devices 5 (inclined supports) are arranged on the outer sides of the vertical force transmission columns 3 and are used for resisting the horizontal lateral pressure of bent cap reinforcing steel bars, and horizontal connecting beams 4 are welded above the vertical force transmission columns 3 and are used for improving the stability of the vertical force transmission columns 3; the framework piece 2 is transversely fixed on the bottom bearing structure 1 along the rack, the horizontal rib positioning device 6 consists of a plurality of hollow sleeves and is used for fixing one side of the vertical force transmission column 3, and the horizontal rib positioning device 6 is mainly used for transversely positioning the reinforcing steel bars; the horizontal rib positioning device 6 is provided with a horizontal rib positioning hole 601 with an inward opening, and the detachable horizontal rib positioning bracket 7 penetrates into the positioning hole 601 of the horizontal rib positioning device 6 when in use and is used for positioning a horizontal rib; the upper bracket limiting device 8 is also fixed on the vertical force transmission column 3 and serves as an auxiliary device capable of disassembling the upper bracket 9, the force which is applied to the upper bracket 9 can be downward transmitted, the upper bracket 9 can be disassembled and placed on the upper bracket limiting device 8, the upper bracket can be disassembled randomly, the upper layer steel bars of the cover beam can be positioned, the cover beam framework pieces can be supported, and welding and binding of other steel bars are facilitated. The framework tablet 2 is provided with a longitudinal rib positioning clamping groove 201 with an upward opening for longitudinal positioning.
The application steps are as follows:
the method comprises the following steps: firstly, hoisting a bottom bearing structure 1 onto a steel bar processing platform and fixing the bottom bearing structure on the ground;
step two: fixing a lateral limiting and supporting device 5 on the bottom bearing structure 1 for lateral limiting of the steel reinforcement framework;
step three: processing and manufacturing the steel bar framework piece 2 in advance according to a design drawing, and hoisting the steel bar framework piece in place;
step four: a detachable upper bracket 9 passes through the steel bars on the uppermost layer of the steel bar framework piece from the lower part and is placed on an upper bracket limiting device 8;
step five: and (3) positioning the steel bar framework piece 2, and clamping the steel bar at the lowest layer of the framework piece into the longitudinal bar positioning clamping groove 201.
Step six: the detachable horizontal rib positioning bracket 7 is inserted into the horizontal rib positioning hole 601 of the horizontal rib positioning device 6 for positioning the horizontal rib.
Step seven: the steel bar is positioned by the longitudinal and horizontal positioning devices of the steel bar, the binding and welding of other steel bars are completed on the basis of the positioned steel bar framework piece, and the steel bar framework is manufactured and molded.
Step eight: the detachable horizontal tendon positioning bracket 7 is pulled out of the horizontal tendon positioning device 6.
Step nine: hoisting the steel reinforcement framework, disassembling the top detachable upper bracket 9, and vertically hoisting the steel reinforcement framework out of the rack to complete the manufacture of the steel reinforcement of the bent cap.
It should be noted that the above-mentioned contents only illustrate the technical idea of the present invention, and the protection scope of the present invention is not limited thereby, and it is obvious to those skilled in the art that several modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations fall within the protection scope of the claims of the present invention.
Claims (6)
1. The utility model provides an integral bent cap reinforcing bar location and ligature rack which characterized in that: including bottom load-carrying members, skeleton piece, vertical biography power post, can dismantle horizontal muscle locating bracket, can dismantle the upper bracket, the skeleton piece transversely fixes on bottom load-carrying members, and is two sets of the vertical setting of vertical biography power post is in bottom load-carrying members both sides, vertical biography power post from the top down is equipped with a plurality of horizontal muscle positioner, be equipped with the locating hole of horizontal direction in the horizontal muscle positioner, can dismantle horizontal muscle locating bracket activity and insert in the locating hole, can dismantle the upper bracket activity and set up in two sets of vertical biography power post tops.
2. The integral type bent cap steel bar positioning and binding rack of claim 1, characterized in that: the bottom bearing structure is a square frame structure formed by welding profile steels.
3. The integral type bent cap steel bar positioning and binding rack of claim 1, characterized in that: lateral limiting and supporting devices are arranged on two sides of the vertical force transmission column.
4. The integral type bent cap steel bar positioning and binding rack of claim 1, characterized in that: and a horizontal connecting beam is arranged above the vertical force transmission column.
5. The integral type bent cap steel bar positioning and binding rack of claim 1, characterized in that: the framework pieces are provided with longitudinal rib positioning clamping grooves.
6. The integral type bent cap steel bar positioning and binding rack as claimed in claim 1, wherein: an upper bracket limiting device is arranged below the detachable upper bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222226673.1U CN218205789U (en) | 2022-08-24 | 2022-08-24 | Integral bent cap steel bar location and ligature rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222226673.1U CN218205789U (en) | 2022-08-24 | 2022-08-24 | Integral bent cap steel bar location and ligature rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218205789U true CN218205789U (en) | 2023-01-03 |
Family
ID=84660737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222226673.1U Active CN218205789U (en) | 2022-08-24 | 2022-08-24 | Integral bent cap steel bar location and ligature rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218205789U (en) |
-
2022
- 2022-08-24 CN CN202222226673.1U patent/CN218205789U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110578371B (en) | Super-huge steel structure supporting framework | |
| CN102277980B (en) | Device for integrally jacking roof of single-layer industrial factory building and construction method thereof | |
| CN214194152U (en) | Assembled bracket supporting structure of upper beam construction template of cable-stayed bridge cable tower | |
| CN114059758A (en) | Assembled double-layer integral elevator shaft platform | |
| CN110878522B (en) | Main tower lower cross beam construction system and construction method | |
| CN218205789U (en) | Integral bent cap steel bar location and ligature rack | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN106351429A (en) | Heavy support system and construction method thereof | |
| CN115075613B (en) | Assembled building supporting system and construction method thereof | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN202220439U (en) | Combined steel template of integral stair plate | |
| CN204282824U (en) | Prefabricated setting prop rises beam composite frame structure | |
| CN210659321U (en) | Trolley structure for binding concrete reinforcing steel bars | |
| CN211171623U (en) | Steel pipe concrete combined main tower | |
| CN202388183U (en) | Lifting equipment for H-shaped steel numerical control cutting machine | |
| CN109610736B (en) | Die for positioning sleeve reserved steel bar and positioning method thereof | |
| CN203066043U (en) | Diversion tunnel top arch concrete lining steel formwork support | |
| CN202913356U (en) | Load-bearing frame for bridge construction | |
| CN219793672U (en) | Integral hoisting type operation platform for installing rectangular high pier steel bars | |
| CN218522185U (en) | Special simple and easy inserted scaffold frame of land photovoltaic engineering | |
| CN220952924U (en) | Modular bridge bent cap steel reinforcement cage | |
| CN201151954Y (en) | Steel column and concrete column connection structure | |
| CN217732445U (en) | Double-lifting-point lifting support attached to unequal-height concrete columns | |
| CN220284619U (en) | Exempt from bearing support back taper pier cap tray template device | |
| CN216892837U (en) | Electronic factory building large-span steel construction assembly device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |