CN205062601U - Single muscle of portable dismouting, single net, anti type precast concrete road deck that splits - Google Patents
Single muscle of portable dismouting, single net, anti type precast concrete road deck that splits Download PDFInfo
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- CN205062601U CN205062601U CN201520823982.4U CN201520823982U CN205062601U CN 205062601 U CN205062601 U CN 205062601U CN 201520823982 U CN201520823982 U CN 201520823982U CN 205062601 U CN205062601 U CN 205062601U
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Abstract
The utility model discloses a single muscle of portable dismouting, single net, anti type precast concrete road deck that splits, package rubbing board face main part, bottom, surface course, pre -buried angle steel, pre -buried steel pipe, concrete, its characterized in that: the face main part is formed by concrete placement, and along a length side direction pre -buried pipeline in the face main part, the bottom top is equipped with the surface course, the face main part all around and the water caltrop position adopt covers of borduring of pre -buried angle steel, pre -buried angle steel lateral surface and concrete face flush, evenly offer the reservation hole of four pre -buried steel pipes in the face main part, every pre -buried steel is intraductal to have inserted a reinforcing bar.
Description
Technical field
The utility model belongs to building material technical field, is specifically related to single reinforcement, single net, the crack resistance type concrete pavement slab of portable dismounting of a kind of environmental protection, reusable edible.
Background technology
According to the regulation specifying " cure process should be carried out in major road and the ground, materials processing district of job site " in specification " construction safety check criteria " JGJ59-2011, " construction site environment and sanitary standard " JGJ146-2004, traditional job site road is that C15 or C20 concreting forms, but there is obvious shortcoming in traditional cast-in-place road: 1, place or road one-time-concreting shaping after, trend cannot be changed flexibly; 2, cast-in-place place road is disposable facility, cannot repetitive cycling utilize; 3, cast-in-place place road can cause environment pollution after removing; After removing, concrete block is directly transported to soot process, and the cost of recyclable recycling is high, considerably increases The Surroundings in Cities and pollutes.
Utility model content
The utility model is intended to the defect overcoming prior art, relate to construction site temporary road and other hardened ground splicing forming technique, a kind of single reinforcement of portable dismounting of recyclable recycling, single net, crack resistance type concrete pavement slab are provided, are applicable to the temporary road of each job site and the hardened ground of beta site; Also can change builder's road trend and position according to the change of job site, precast plate can carry 30 tons of loads after installing.Thorough solution temporary construction road cannot recycle, road disassembles after stain environment, cast-in-situ concrete road arbitrarily cannot convert the drawbacks such as trend and position.
The technical solution adopted in the utility model is as follows:
The single reinforcement of portable dismounting, single net, crack resistance type concrete pavement slab, comprise plate face main body, bottom, surface layer, pre-buried angle steel, embedded steel tube, concrete, plate face main body is formed by concreting, along length side to a pre-buried pipeline in the main body of plate face, surface layer is provided with above bottom, plate face main body surrounding and water caltrop position adopt angle steel bound edge to cover, angle steel face flushes with concrete face, plate face main body evenly offers the reserving hole of four embedded steel tubes, in each embedded steel tube, be inserted with a reinforcing bar.
Further, plate face body shape is rectangle or fan-shaped.
Further, embedded steel tube is Φ 50 steel pipe.
Further, concrete is the concrete of C20 label.
Compared with prior art, the utility model has following beneficial effect:
The utility model compared with prior art, precast concrete plank is 2m × 3m × 0.15m, the wide temporary road of all 4m, 6m or 8m all can meet instructions for use, quick and easy for precast concrete plank, as precast concrete plank hoisting port reeve, is effectively winched to given place by four reserving holes; When after plate hoisted in position, Φ 25 reinforcing bar is squeezed into ground by 4 locating holes, make ground and plate be linked to be entirety, prevent horizontal movement from effectively protecting precast plate.Main body water caltrop position, plate face all adopts pre-buried angle steel bound edge, and pre-buried angle steel (40 × 4) lateral surface flushes with concrete face, effectively protects precast concrete plank being transported to cause water caltrop damaged in process or in use procedure; According to the width of road at pre-buried Φ 50 pipeline of precast plate side direction, this built-in pipe mainly interim water, electric line needed can directly pass during road, need not separately protect or slot, and namely safety does not affect that the road is clear yet; Job site Road turnings 90 ° or 45 ° of precast concrete planks all can meet.
Accompanying drawing explanation
Fig. 1 is the skeleton schematic diagram of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab;
Fig. 2 is the schematic diagram of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab;
Fig. 3 is the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab build molding flat figure;
Fig. 4 is the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab build shaping lateral view;
Fig. 5 is the corner plane figure of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab;
Fig. 6 is the lifting schematic diagram of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab;
Fig. 7 is the use schematic diagram of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab;
Fig. 8 is the location schematic diagram of the single reinforcement of the portable dismounting of the utility model, single net, crack resistance type concrete pavement slab.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
As shown in figures 1-8, the single reinforcement of portable dismounting, single net, crack resistance type concrete pavement slab, comprise plate face main body 1, bottom 2, surface layer 3, pre-buried angle steel 4, embedded steel tube 5, and plate face main body 1 is formed by concreting, and concrete is the concrete of C20 label.Plate face main body 1 shape is rectangle or fan-shaped, and job site Road turnings 90 ° or 45 ° of precast concrete planks all can meet.Pipeline 11 along length side to a pre-buried Φ 50 in plate face main body 1, is provided with surface layer 3 above bottom 2, bottom is the screw-thread steel 6 of two-way HPB335 Φ 12150, and surface layer is 3.6X40X40mm gauze wire cloth.Plate face main body 1 surrounding and water caltrop position adopt pre-buried angle steel 4 bound edge to cover, pre-buried angle steel face flushes with concrete face, plate face main body 1 evenly offers the reserving hole 7 of four embedded steel tubes 5, embedded steel tube is Φ 50 steel pipe, as precast concrete plank hoisting port reeve 9.A spacer bars 12 is inserted with in each embedded steel tube.
The using method of the single reinforcement of portable dismounting, single net, crack resistance type concrete pavement slab, comprises the steps,
1), reconnoitre scene, determine the width on road surface, trend;
2), on-the-spot place, roadbase compacting, levelling, look for slope; Roadbase compacting is that natural soft-clay material 8 compacting can install precast plate, does not need too many floor treatment;
3), concrete pavement slab is pre-formed; Concrete pavement slab is pre-formed, comprise formwork supporting plate, tie up reinforcing bar, surrounding water caltrop position is placed with pre-buried angle steel, pre-buried angle steel face flushes with concrete face, bottom adopts two-way HPB335 Φ 12150 screw-thread steel to bundle steel mesh reinforcement, be placed with four embedded steel tubes in steel mesh reinforcement and form four reserving holes, at concrete pavement slab side direction pre-buried Φ 50 pipeline, road is worn to hydroelectric line according to the width of road and serve the measure such as stealth, safety; Adopt the concreting of C20 label shaping.
4), unwrapping wire is moved towards according to road surface, place;
5), according to the line handling of releasing, installation precast plate; During installation, the gap between two pieces of precast plates be less than 2cm do not affect automobile pass through; The slope aspect that two blocks of precast concretes are provided with 5 ‰ effectively prevents road surface water;
6), spacer bars is worn by locating hole;
7), finish using after, precast concrete pavement lifting is transported place, or is transferred to next object of construction production, extracts spacer bars.
The foregoing is only and embodiment of the present utility model is described; be not limited to the utility model; for a person skilled in the art; all within spirit of the present utility model and principle; any amendment of doing, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. single reinforcement, single net, the crack resistance type concrete pavement slab of portable dismounting, comprise plate face main body, bottom, surface layer, pre-buried angle steel, embedded steel tube, concrete, it is characterized in that: plate face main body is formed by concreting, along length side to a pre-buried pipeline in the main body of plate face, surface layer is provided with above bottom, plate face main body surrounding and water caltrop position adopt pre-buried angle steel bound edge to cover, pre-buried angle steel lateral surface flushes with concrete face, plate face main body evenly offers the reserving hole of four embedded steel tubes, in each embedded steel tube, be inserted with a reinforcing bar.
2. single reinforcement, single net, the crack resistance type concrete pavement slab of portable dismounting according to claim 1, is characterized in that, plate face body shape is rectangle or fan-shaped.
3. single reinforcement, single net, the crack resistance type concrete pavement slab of portable dismounting according to claim 1, is characterized in that, embedded steel tube is Φ 50 steel pipe.
4. single reinforcement, single net, the crack resistance type concrete pavement slab of portable dismounting according to claim 1, is characterized in that, concrete is the concrete of C20 label.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520823982.4U CN205062601U (en) | 2015-10-23 | 2015-10-23 | Single muscle of portable dismouting, single net, anti type precast concrete road deck that splits |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520823982.4U CN205062601U (en) | 2015-10-23 | 2015-10-23 | Single muscle of portable dismouting, single net, anti type precast concrete road deck that splits |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205062601U true CN205062601U (en) | 2016-03-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520823982.4U Expired - Fee Related CN205062601U (en) | 2015-10-23 | 2015-10-23 | Single muscle of portable dismouting, single net, anti type precast concrete road deck that splits |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205062601U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239482A (en) * | 2015-10-23 | 2016-01-13 | 永升建设集团有限公司 | Single-bar, single-mesh and anti-crack type precast concrete pavement slab convenient to carry, disassemble and assemble and using method of precast concrete pavement slab |
-
2015
- 2015-10-23 CN CN201520823982.4U patent/CN205062601U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239482A (en) * | 2015-10-23 | 2016-01-13 | 永升建设集团有限公司 | Single-bar, single-mesh and anti-crack type precast concrete pavement slab convenient to carry, disassemble and assemble and using method of precast concrete pavement slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160302 Termination date: 20191023 |