CN204941001U - A kind of partial precast prestressing force coal bulkhead of circular coal yard - Google Patents
A kind of partial precast prestressing force coal bulkhead of circular coal yard Download PDFInfo
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- CN204941001U CN204941001U CN201520753596.2U CN201520753596U CN204941001U CN 204941001 U CN204941001 U CN 204941001U CN 201520753596 U CN201520753596 U CN 201520753596U CN 204941001 U CN204941001 U CN 204941001U
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- coal
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- stopping wall
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Abstract
A kind of partial precast prestressing force coal bulkhead of circular coal yard.This coal bulkhead of circular coal yard comprises basis or cushion cap, coal-stopping wall wall and apical ring beam, also comprises at least ten rib posts and at least ring beam in the middle of twice; Rib post and middle ring beam form fenestral fabric, for support block coal wall; Middle ring beam and apical ring beam are equipped with ring beam hoop unbonded prestressing tendon, and coal-stopping wall wall adopts precast prestressed hollow coal-stopping wall plate.The utility model arranges ring beam in the middle of multiple tracks prestressing force, as the support of precast prestressed hollow coal-stopping wall plate, also be highly resistant to coal piling horizontal thrust, prestressed ring beam is less than ordinary reinforced concrete ring beam cross section, and power transmission is clear simultaneously, presstressed reinforcing steel effect can be given full play to, reduce reinforcing bar, concrete amount, the precast prestressed hollow coal-stopping wall plate of assembling construction, can reduce on-the-spot labor workload, accelerating construction progress, significantly saves the duration.
Description
Technical field
The utility model relates to a kind of coal bulkhead of circular coal yard, is specifically related to a kind of partial precast prestressing force coal bulkhead of circular coal yard.
Background technology
In recent years, the closed circular coal yard of construction was generally cast-in-situ steel reinforced concrete monolithic construction, was resisted the horizontal thrust of coal piling generation by hoop arrangement of reinforcement, and steel quantity consumption is large, and be all field operation, workload is large.
Also patent is had to consider to adopt partial precast coal-stopping wall, as CN201605860U, its main member site operation, secondary member prefabrication and assembly construction, middle ring beam and coal-stopping wall wall mainly bear the moment of flexure that coal piling horizontal thrust produces, the hoop tension born is less, and hoop tension is subject to mainly through cushion cap and apical ring joist support, and therefore cushion cap and apical ring beam quantity of reinforcement can be very large.
Utility model content
The technical problems to be solved in the utility model is, overcomes the above-mentioned defect that prior art exists, provides one can reduce circumferential reinforcement consumption, also can reduce the partial precast prestressing force coal bulkhead of circular coal yard of site work amount and accelerating construction progress.
The utility model solves the technical scheme that its technical problem adopts:
A kind of partial precast prestressing force coal bulkhead of circular coal yard, comprises basis or cushion cap, coal-stopping wall wall and apical ring beam, also comprises at least ten rib posts and at least twice centre ring beam; Rib post and middle ring beam form fenestral fabric, for support block coal wall; Middle ring beam and apical ring beam are equipped with ring beam hoop unbonded prestressing tendon, and coal-stopping wall wall adopts precast prestressed hollow coal-stopping wall plate.
Further, the thickness of described precast prestressed hollow coal-stopping wall plate is 300 ~ 600mm, and precast prestressed hollow coal-stopping wall plate is from the top to bottom by thin thickening.Circular coal yard height is required to determine according to circular coal yard diameter and coal storage by technique, and be generally 10m ~ 25m, the diameter of circular coal yard is 70 ~ 120m.
Further, described middle ring beam and apical ring beam are 800 ~ 1500mm at vertical direction thickness.Described middle ring beam and apical ring beam are all circumferentially reserved with the groove placing precast prestressed hollow coal-stopping wall plate, and groove is high is 150 ~ 250mm.The middle radial height of ring beam and the radial height of apical ring beam are 1000 ~ 2500mm.
Further, described middle ring beam from top to bottom in lower close thin change pitch arrangement, or is equidistantly arranged from top to bottom, and the spacing of neighbouring two middle ring beams is 4 ~ 8m only.
Further, the single load bearing direction length of described precast prestressed hollow coal-stopping wall plate can be determined according to the clear spacing of neighbouring two middle ring beams and the length that need overlap, the length of overlap joint is 100 ~ 200mm, and the single load bearing direction length of precast prestressed hollow coal-stopping wall plate is 5 ~ 15m.All reserved 50mm gap between precast prestressed hollow coal-stopping wall plate and rib post, between precast prestressed hollow coal-stopping wall plate and middle ring beam, between precast prestressed hollow coal-stopping wall plate and apical ring beam, between precast prestressed hollow coal-stopping wall plate and basis or cushion cap, adopt the sealing of microdilatancy grouting material, pre-stress hollow coal-stopping wall plate can adopt SP prestressed cored slab.
A construction method for partial precast prestressing force coal bulkhead of circular coal yard, comprises the steps: as previously mentioned
(1) the cast-in-place partial segments construction of circular coal yard, the basis of circular coal yard or cushion cap can adopt and arrange vertical ater-casting or jump storehouse method construction, and middle ring beam, apical ring beam and rib post can adopt and arrange vertical post empiricism; Concrete number of fragments can be determined according to circular coal yard size, designing requirement etc., is generally 6 ~ 10 sections; The storehouse method construction of jumping refers to by constuction joint section construction; Vertical post empiricism refers to and to be as the criterion section construction with ater-casting by circular coal yard;
(2) during each section of circular coal yard construction, basis or cushion cap not arrangement prestress muscle, middle ring beam and apical ring beam pre-buried good ring beam hoop unbonded prestressing tendon when assembling reinforcement, ring beam hoop unbonded prestressing tendon is equal horizontal interval interlaced arrangement in middle ring beam and apical ring beam, ring beam hoop unbonded prestressing tendon hoop is with 30 degree ~ 60 degree subsection setups, the stretch-draw position of ring beam hoop unbonded prestressing tendon is arranged on rib post position, presstressed reinforcing steel radical is determined according to suffered hoop tension, is 3 ~ 7; According to rib post position and quantity, coal-stopping wall is divided into multiple spacer segment, at least comprises three rib posts with same spacer segment and be as the criterion;
(3), after coal bulkhead of circular coal yard concrete is all built, maintenance reaches design strength;
(4) precast prestressed hollow coal-stopping wall plate is assembled, each assembly unit installs spelling tightly from middle toward both sides, behind permanent position, adopt microdilatancy grouting material to close gap between precast prestressed hollow coal-stopping wall plate and basis or cushion cap, rib post, middle ring beam, apical ring beam, make precast prestressed hollow coal-stopping wall plate and cast-in-place basis or cushion cap, rib post, middle ring beam, apical ring beam connect into entirety;
(5) the ring beam hoop unbonded prestressing tendon in the middle of the stretch-draw of two ends in ring beam and apical ring beam: (5-a) horizontal direction interval stretch-draw first spacer segment, vertical from top to bottom to each ring beam (namely ring beam and apical ring beam) stretch-draw ring beam hoop unbonded prestressing tendon successively, if per pass ring beam has the presstressed reinforcing steel of more than 3, according to coal yard stretch-draw successively from inside to outside, until the ring beam hoop unbonded prestressing tendon stretch-draw in the middle ring beam of the first spacer segment, apical ring beam is complete; (5-b) section at stretch-draw horizontal direction residue interval, vertical from top to bottom to each ring beam (namely ring beam and apical ring beam) stretch-draw ring beam hoop unbonded prestressing tendon successively, if per pass ring beam (namely ring beam and apical ring beam) has the presstressed reinforcing steel of more than 3, according to coal yard stretch-draw successively from inside to outside, until the ring beam hoop unbonded prestressing tendon stretch-draw in the middle ring beam of residue horizontal interval section, apical ring beam is complete; (5-c) according to above-mentioned steps (5-a)-(5-b), the stretch-draw of the ring beam hoop unbonded prestressing tendon in all ring beams (i.e. all middle ring beams and apical ring beam) is completed;
(6) finally anticorrosion sealing off and covering anchorage process is carried out to all tension of prestressed tendon ends.
The utility model arranges ring beam in the middle of multiple tracks prestressing force, as the support of precast prestressed hollow coal-stopping wall plate, also be highly resistant to coal piling horizontal thrust, middle ring beam is less than ordinary reinforced concrete ring beam cross section, and power transmission is clear simultaneously, presstressed reinforcing steel effect can be given full play to, reduce reinforcing bar, concrete amount, the precast prestressed hollow coal-stopping wall plate of assembling construction, can reduce on-the-spot labor workload, accelerating construction progress, significantly saves the duration.
Accompanying drawing explanation
Fig. 1 is the sectional schematic diagram of the partial precast prestressing force coal bulkhead of circular coal yard of the utility model embodiment;
Fig. 2 is that the ring orientation prestress rib of the partial precast prestressing force coal bulkhead of circular coal yard of the utility model embodiment arranges schematic diagram;
Fig. 3 is partial precast prestressing force coal bulkhead of circular coal yard expanded view;
Fig. 4 is precast prestressed hollow coal-stopping wall plate profile.
In figure: 1---apical ring beam; 2---ring beam hoop unbonded prestressing tendon; 2-1-1---the first ring beam hoop unbonded prestressing tendon in the first middle ring beam; 2-1-2---the second ring beam hoop unbonded prestressing tendon in the first middle ring beam; 2-1-3---the 3rd ring beam hoop unbonded prestressing tendon in the first middle ring beam; 2-2-1---the first ring beam hoop unbonded prestressing tendon in the second middle ring beam; 2-2-2---the second ring beam hoop unbonded prestressing tendon in the second middle ring beam; 2-2-3---the 3rd ring beam hoop unbonded prestressing tendon in the second middle ring beam; 2-3-1---the first ring beam hoop unbonded prestressing tendon in the 3rd middle ring beam; 2-3-2---the second ring beam hoop unbonded prestressing tendon in the 3rd middle ring beam; 2-3-3---the 3rd ring beam hoop unbonded prestressing tendon in the 3rd middle ring beam; 3---precast prestressed hollow coal-stopping wall plate; 3-1---the first precast prestressed hollow coal-stopping wall plate; 3-2---the second precast prestressed hollow coal-stopping wall plate; 3-3---the 3rd precast prestressed hollow coal-stopping wall plate; 4---basis or cushion cap; 4-3-1---the first wall hoop unbonded prestressing tendon in third gear coal wall; 5---middle ring beam; 5-1---the first middle ring beam; 5-2---the second middle ring beam; 6---rib post; 7---ater-casting or constuction joint; ABCDEFGHIJKL---for rib post position is also tension of prestressed tendon end position.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
A kind of coal bulkhead of circular coal yard, comprises basis or cushion cap 4, precast prestressed hollow coal-stopping wall plate 3 and apical ring beam 1, and also comprising in the middle of 12 rib posts 6 and twice is the first middle ring beam 5-1 and the second middle ring beam 5-2 in ring beam 5(figure); Rib post 6 and middle ring beam 5 form fenestral fabric, for supporting precast prestressed hollow coal-stopping wall plate 3; Middle ring beam 5 and apical ring beam 1 are equipped with ring beam hoop unbonded prestressing tendon 2.
In the present embodiment, described precast prestressed hollow coal-stopping wall plate 3 thickness h 1 is 300 ~ 500mm, precast prestressed hollow coal-stopping wall plate 3 is from the top to bottom by thin thickening, be the first precast prestressed hollow coal-stopping wall plate 3-1, the second precast prestressed hollow coal-stopping wall plate 3-2, the 3rd precast prestressed hollow coal-stopping wall plate 3-3 in figure, thickness h 1 is respectively 300mm, 400mm, 500mm, and circular coal yard height is 21m.
In the present embodiment, described middle ring beam 5 and apical ring beam 1 are 1000mm in vertical direction thickness h 2.Described middle ring beam 5 and apical ring beam 1 are all circumferentially reserved with the groove placing precast prestressed hollow coal-stopping wall plate 3, and groove height h3 is 200mm.The middle radial height h4 of the ring beam 5 and radial height h4 of apical ring beam 1 is 2000mm.
In the present embodiment, described middle ring beam 5 is equidistantly arranged from top to bottom, and the clear spacing of neighbouring two middle ring beams is 6m.
In the present embodiment, described precast prestressed hollow coal-stopping wall plate 3 single load bearing direction length h5 can according to the clear spacing of neighbouring two middle ring beams and the length that need overlap, and lap length two ends are respectively 150mm, then h5 is 6.3m.All reserved 50mm gap between precast prestressed hollow coal-stopping wall plate 3 and rib post 6, between precast prestressed hollow coal-stopping wall plate 3 and middle ring beam 5, between precast prestressed hollow coal-stopping wall plate 3 and apical ring beam 1, between precast prestressed hollow coal-stopping wall plate 3 and basis or cushion cap 4, adopt the sealing of microdilatancy grouting material, the preparation of microdilatancy grouting material can with reference to utility model patent CN102924019A etc.Pre-stress hollow coal-stopping wall plate can adopt SP prestressed cored slab.
With reference to Fig. 2, Fig. 3, a kind of construction method of coal bulkhead of circular coal yard as previously mentioned, comprises the steps:
(1) adopt and arrange vertical ater-casting method and construct, circular coal yard divides 6 sections; Vertical post empiricism refers to and to be as the criterion section construction with ater-casting by circular coal yard;
(2) during each section of circular coal yard construction, basis or cushion cap 4 not arrangement prestress muscle, middle ring beam 5 and apical ring beam 1 pre-buried ring beam hoop unbonded prestressing tendon 2 when assembling reinforcement, ring beam hoop unbonded prestressing tendon 2 equal horizontal interval interlaced arrangement in middle ring beam 5 with apical ring beam 1 (is namely positioned at the ring beam hoop unbonded prestressing tendon 2 of same middle ring beam 5 on identical horizontal level, and interval-staggered; Be positioned at the ring beam hoop unbonded prestressing tendon 2 of apical ring beam 1 on identical horizontal level, and interval-staggered), ring beam hoop unbonded prestressing tendon 2 is with hoop 60 degree of subsection setups, the stretch-draw position of ring beam hoop unbonded prestressing tendon 2 is arranged on rib post 6 position (as shown in ABCDEFGHIJKL in Fig. 2 position), presstressed reinforcing steel radical is determined according to suffered hoop tension, and the present embodiment is 3;
(3) coal bulkhead of circular coal yard concrete is all built complete and maintenance reaches design strength;
(4) the precast prestressed hollow coal-stopping wall plate 3 of site assembly, each assembly unit installs spelling tightly from middle toward both sides, behind permanent position, adopt microdilatancy grouting material to close gap between precast prestressed hollow coal-stopping wall plate and basis or cushion cap 4, rib post 6, middle ring beam 5, apical ring beam 1, make precast prestressed hollow coal-stopping wall plate 3 and cast-in-place basis or cushion cap 4, rib post 6, middle ring beam 5, apical ring beam 1 connect into entirety;
(5) the ring beam hoop unbonded prestressing tendon 2 in the middle of the stretch-draw of two ends in ring beam 5 and apical ring beam 1, concrete implementation step is as follows:
(6-a) stretch-draw of horizontal direction interval is as AC, DF, GI, JL section;
(6-b) vertical from top to bottom to each ring beam successively tensioned prestressing bar as the first middle ring beam 5-1, the second middle ring beam 5-2, apical ring beam 1, if per pass ring beam has the presstressed reinforcing steel of more than 3, tension sequence is the 3rd ring beam hoop unbonded prestressing tendon 2-1-3 in the first ring beam hoop unbonded prestressing tendon 2-1-1 in the first middle ring beam, the second ring beam hoop unbonded prestressing tendon 2-1-2 in the first middle ring beam, the first middle ring beam; The 3rd ring beam hoop unbonded prestressing tendon 2-2-3 in the first ring beam hoop unbonded prestressing tendon 2-2-1 again in the middle ring beam of stretch-draw second, the second ring beam hoop unbonded prestressing tendon 2-2-2 in the second middle ring beam, the second middle ring beam; The 3rd ring beam hoop unbonded prestressing tendon 2-3-3 in the first ring beam hoop unbonded prestressing tendon 2-3-1 in the middle ring beam of last stretch-draw the 3rd, the second ring beam hoop unbonded prestressing tendon 2-3-2 in the 3rd middle ring beam, the 3rd middle ring beam; Until ring beam hoop unbonded prestressing tendon 2 stretch-draw in first of AC, DF, GI, JL the middle ring beam 5-1, the second middle ring beam 5-2, apical ring beam 1 is complete;
(6-c) stretch-draw horizontal direction BD, EG, HJ, KA section;
(6-d) tension sequence is according to step (6-b), until ring beam hoop unbonded prestressing tendon 2 stretch-draw all in first of BD, EG, HJ, KA section the middle ring beam 5-1, the second middle ring beam 5-2, apical ring beam 1 is complete;
(6-e) according to above-mentioned steps (6-a)-(6-d), the stretch-draw of all presstressed reinforcing steels in all ring beams (i.e. the first middle ring beam 5-1, the second middle ring beam 5-2, apical ring beam 1) is completed.
(7) finally anticorrosion sealing off and covering anchorage process is carried out to all tension of prestressed tendon ends.
Above to the detailed introduction of the utility model detailed description of the invention.Described detailed description of the invention just understands core concept of the present utility model for helping.It should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle, can also carry out some improvement and modification to the utility model, these improve and modify the protection domain also belonging to the utility model claim.
Claims (5)
1. a partial precast prestressing force coal bulkhead of circular coal yard, comprises basis or cushion cap, coal-stopping wall wall and apical ring beam, it is characterized in that, also comprises at least ten rib posts and at least ring beam in the middle of twice; Rib post and middle ring beam form fenestral fabric, for support block coal wall; Middle ring beam and apical ring beam are equipped with ring beam hoop unbonded prestressing tendon, and coal-stopping wall wall adopts precast prestressed hollow coal-stopping wall plate.
2. partial precast prestressing force coal bulkhead of circular coal yard according to claim 1, is characterized in that, described precast prestressed hollow coal-stopping wall plate thickness is 300 ~ 600mm, and precast prestressed hollow coal-stopping wall plate is from the top to bottom by thin thickening.
3. partial precast prestressing force coal bulkhead of circular coal yard according to claim 1, is characterized in that, described middle ring beam and apical ring beam are 800 ~ 1500mm at vertical direction thickness; Described middle ring beam and apical ring beam are all circumferentially reserved with the groove placing precast prestressed hollow coal-stopping wall plate, and groove is high is 150 ~ 250mm; The middle radial height of ring beam and the radial height of apical ring beam are 1000 ~ 2500mm.
4. partial precast prestressing force coal bulkhead of circular coal yard according to claim 1, is characterized in that, described middle ring beam from top to bottom in lower close thin change pitch arrangement, or is equidistantly arranged from top to bottom, and the clear spacing of neighbouring two middle ring beams is 4 ~ 8m.
5. partial precast prestressing force coal bulkhead of circular coal yard according to any one of claim 1-4, is characterized in that, the single load bearing direction length of described precast prestressed hollow coal-stopping wall plate is 5 ~ 10m; All reserved 50mm gap between precast prestressed hollow coal-stopping wall plate and rib post, between precast prestressed hollow coal-stopping wall plate and middle ring beam, between precast prestressed hollow coal-stopping wall plate and apical ring beam, between precast prestressed hollow coal-stopping wall plate and basis or cushion cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520753596.2U CN204941001U (en) | 2015-09-28 | 2015-09-28 | A kind of partial precast prestressing force coal bulkhead of circular coal yard |
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| CN201520753596.2U CN204941001U (en) | 2015-09-28 | 2015-09-28 | A kind of partial precast prestressing force coal bulkhead of circular coal yard |
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| CN204941001U true CN204941001U (en) | 2016-01-06 |
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| CN201520753596.2U Expired - Fee Related CN204941001U (en) | 2015-09-28 | 2015-09-28 | A kind of partial precast prestressing force coal bulkhead of circular coal yard |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105257059A (en) * | 2015-09-28 | 2016-01-20 | 中国能源建设集团湖南省电力设计院有限公司 | Partially prefabricated prestressed coal retaining wall for circular coal yards and method for constructing partially prefabricated prestressed coal retaining wall |
-
2015
- 2015-09-28 CN CN201520753596.2U patent/CN204941001U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105257059A (en) * | 2015-09-28 | 2016-01-20 | 中国能源建设集团湖南省电力设计院有限公司 | Partially prefabricated prestressed coal retaining wall for circular coal yards and method for constructing partially prefabricated prestressed coal retaining wall |
| CN105257059B (en) * | 2015-09-28 | 2017-08-25 | 中国能源建设集团湖南省电力设计院有限公司 | A kind of partial precast prestressing force coal bulkhead of circular coal yard and its construction method |
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