CN202595602U - Large-scale kerb displacement clamp - Google Patents
Large-scale kerb displacement clamp Download PDFInfo
- Publication number
- CN202595602U CN202595602U CN 201220216192 CN201220216192U CN202595602U CN 202595602 U CN202595602 U CN 202595602U CN 201220216192 CN201220216192 CN 201220216192 CN 201220216192 U CN201220216192 U CN 201220216192U CN 202595602 U CN202595602 U CN 202595602U
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- CN
- China
- Prior art keywords
- kerb
- scale
- load bearing
- load
- cross beam
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- 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 - Lifetime
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Abstract
The utility model discloses a large-scale kerb displacement clamp, which comprises a load bearing cross beam (1) and a hoisting ring (2), wherein the hoisting ring (2) is fixedly connected with the upper end surface of the load bearing cross beam (1). The large-scale kerb displacement clamp is characterized in that symmetrical 7-shaped opening clamps (3) are fixedly connected with the two horizontal end parts of the load bearing cross beam (1) towards the lateral lower side, a C-shaped load bearing hook (4) is also movably connected onto the load bearing cross beam (1), and rubber sleeves (5) are arranged on the 7-shaped opening clamps (3). When the large-scale kerb displacement clamp is used, the C-shaped load bearing hook is used for hooking the bottom of the large-scale kerb, the hoisting ring is rotated so that the 7-shaped opening clamps hold the kerb from the other side, hoisting equipment is adopted for hooking the hoisting ring, the large-scale kerb can be freely moved, the clumsy operation of manual carrying is omitted, the large-scale kerb installation can be smoothly carried out, the construction safety can be ensured, and the work efficiency can be improved for many times.
Description
Affiliated technical field
The utility model belongs to dislocation instrument for building, the jig of the large-scale road kerb of dislocation in a kind of specifically highway construction.
Background technology
In the prior art, large-scale road kerb is a kind of form of structure that generally adopts in the highway construction, lifts by manual work as the one of which and moves, prizes and realize installation.During operation, two people lift to haulage vehicle after large-scale road kerb is bundled.When the needs piling transported, the workman need lift large-scale road kerb and on seesaw, walk.Be transported to the building site when unloading, a little elastomeric objects of place mat on the ground prize large-scale road kerb, push away and drop down onto on the elastomeric objects.Afterwards, manual work is lifted to the precalculated position, prizes adjustment and installs.Not enough below it exists: the one, the operator is dangerous, entrucking, has when unloading, lifting in the process and injures by a crashing object, damages, squeezes and hinder hidden danger; The 2nd, large-scale road kerb is dangerous, entrucking, unloads, lifts in the process, because of it has collision when heavy, exists damage to make up the hidden danger of integrality; The 3rd, installation quality is poor, because of its large-scale road kerb is heavy, and adjustment position inconvenience in the installation process, it is poor that the straight degree in back is installed, and influences attractive in appearance.
Summary of the invention
The purpose of the utility model is to overcome the above-mentioned deficiency of prior art, and a kind of large-scale road kerb dislocation instrument is provided, and it has avoided moving difficulty, has guaranteed construction safety, has guaranteed product quality, and result of use is good.
For reaching above-mentioned purpose; The utility model is taked following technical scheme: the utility model includes: load-bearing crossbeam, suspension ring; Suspension ring are fixedly linked in the upper surface of load-bearing crossbeam; It is characterized in that: at " 7 " type unlatching card that the place, horizontal two ends of load-bearing crossbeam is fixedly connected symmetrical to side-lower, also activity is connected with C type load-bearing hook on the load-bearing crossbeam.
The utility model is taked technique scheme, has following beneficial effect: when the utility model uses, hook large-scale road kerb bottom with C type load-bearing hook; Rotating suspension ring makes " 7 " type unlatching card embrace road kerb from opposite side; Adopt crane gear to hook suspension ring large-scale road kerb is moved freely, remove the clumsy operation of a dead lift from, large-scale road kerb smooth installation is carried out; Construction safety can be guaranteed, the work efficiency several times can be improved.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the utility model is elaborated:
Fig. 1 is the utility model side-looking structure diagram.
Fig. 2 is the utility model master TV structure sketch.
Mark among the figure: 1-load-bearing crossbeam, 2-suspension ring, 3-" 7 " type are opened card, 4-C type load-bearing hook, 5-rubber sleeve.
The specific embodiment
By Fig. 1, shown in Figure 2; The utility model includes: load-bearing crossbeam 1, suspension ring 2; Suspension ring 2 are fixedly linked in the upper surface of load-bearing crossbeam 1; At " 7 " type unlatching card 3 that the place, horizontal two ends of load-bearing crossbeam 1 is fixedly connected symmetrical to side-lower, also activity is connected with C type load-bearing hook 4 on load-bearing crossbeam 1.
On coagulating cement soil large-scale road kerb, stay indentation for avoiding " 7 " type to open card 3, rubber sleeve 5 can be installed above that.
The utility model can be processed into C type load-bearing hook with bar reinforcement, " 7 " type is opened card, load-bearing crossbeam and suspension ring, and " 7 " type is opened card, load-bearing crossbeam and suspension ring and is welded as a whole, and C type load-bearing hook is placed on the load-bearing crossbeam with the bearing mode.
Firm for making the load-bearing of C type be hooked in when lifting, do not produce slippage, reserve semicircle shape lifting locating hole during prefabricated road kerb.
Claims (2)
1. one kind large-scale road kerb dislocation card; It includes: load-bearing crossbeam (1), suspension ring (2); Suspension ring (2) are fixedly linked in the upper surface of load-bearing crossbeam (1); It is characterized in that: at " 7 " type unlatching card (3) that the place, horizontal two ends of load-bearing crossbeam (1) is fixedly connected symmetrical to side-lower, going up also at load-bearing crossbeam (1), activity is connected with C type load-bearing hook (4).
2. a kind of large-scale road kerb dislocation card according to claim 1 is characterized in that: open card (3) in " 7 " type and go up installation rubber sleeve (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220216192 CN202595602U (en) | 2012-05-04 | 2012-05-04 | Large-scale kerb displacement clamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220216192 CN202595602U (en) | 2012-05-04 | 2012-05-04 | Large-scale kerb displacement clamp |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202595602U true CN202595602U (en) | 2012-12-12 |
Family
ID=47313154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220216192 Expired - Lifetime CN202595602U (en) | 2012-05-04 | 2012-05-04 | Large-scale kerb displacement clamp |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202595602U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498564A (en) * | 2013-10-22 | 2014-01-08 | 太荣兵 | Auxiliary kerbstone handling device |
| CN103643619A (en) * | 2013-12-20 | 2014-03-19 | 济南黄河路桥工程公司 | Tool clamp for paving granite |
-
2012
- 2012-05-04 CN CN 201220216192 patent/CN202595602U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498564A (en) * | 2013-10-22 | 2014-01-08 | 太荣兵 | Auxiliary kerbstone handling device |
| CN103643619A (en) * | 2013-12-20 | 2014-03-19 | 济南黄河路桥工程公司 | Tool clamp for paving granite |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121212 |
|
| CX01 | Expiry of patent term |