CN209619997U - A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes - Google Patents

A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes Download PDF

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Publication number
CN209619997U
CN209619997U CN201920053475.5U CN201920053475U CN209619997U CN 209619997 U CN209619997 U CN 209619997U CN 201920053475 U CN201920053475 U CN 201920053475U CN 209619997 U CN209619997 U CN 209619997U
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China
Prior art keywords
steel pipe
holes
slip casting
solution cavity
pipe combination
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CN201920053475.5U
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Chinese (zh)
Inventor
闫红强
郝海军
张涛龙
杨德志
郑洪雷
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China University of Petroleum East China
China Railway 16th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd
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China University of Petroleum East China
China Railway 16th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd
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Application filed by China University of Petroleum East China, China Railway 16th Bureau Group Co Ltd, Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd filed Critical China University of Petroleum East China
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Abstract

The utility model discloses a kind of steel pipe combination skeleton slip casting solution cavity interstitital textures with holes, a more smooth substrate concrete is arranged at its solution cavity bottom in structure, top steel pipe combination skeleton with holes is fixed in base by support, it is filled therebetween with stone, the cement mortar of injection is distributed in its gap and steel pipe.The utility model can overcome the shortcomings of that existing solution cavity side hole height is lower than the tiger's jaw shape side slope solution-cavity filling structure and its construction method on hole top well, to achieve the purpose that completely to fill entire solution cavity as far as possible, and have the advantages that job specfication, convenient, easy, saving, construction efficiency height, safety and firmness.

Description

A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes
Technical field
The utility model relates to shallow karst cavity padding fields more particularly to a kind of steel pipe combination skeleton slip casting solution cavity with holes to fill out Fill structure.
Background technique
Karst landform is extensive in distribution in China, and with the development that Chinese road traffic is built, more and more solution cavities are asked Topic occurs, wherein the processing also increasingly thinking of priming people for shallow embedding side slope solution cavity --- and how to come simple and pacifies Complete handles it.
Nowadays, for the processing method of side slope shallow karst cavity, the processing method of mostly open-topped vault solution cavity, or Be side opening and hole height be higher than solution cavity hole top solution cavity processing method, and for side opening and hole be significantly lower than The tiger's jaw shape solution cavity on solution cavity hole top is difficult the method for having easy, saving and safe enough consolidates.
Utility model content
The main purpose of the utility model is to provide a kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes, energy gram Deficiency of the existing solution cavity side hole height lower than tiger's jaw shape side slope solution-cavity filling structure and its construction method that hole is pushed up is taken, it can be to the greatest extent Amount completely fills entire solution cavity, and has the advantages that job specfication, convenient, easy, saving, construction efficiency height, safety and firmness.
To achieve the above object, the utility model provides a kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes, Including concrete base layer and native stone mixed fillers, a more smooth concrete base layer, steel pipe combination skeleton with holes are arranged at solution cavity bottom It is fixed on concrete base layer, is filled therebetween with stone, the cement mortar of injection is distributed in its gap and steel pipe;Top band Hole steel pipe combination skeleton includes:
Slip casting steel pipe with holes is evenly distributed with circular hole in the slip casting steel pipe wall with holes;
Three shaft coupling pieces, the three shaft coupling pieces boring, and respectively have one at three axis both ends perpendicular to each other For connecting the hollow cylindrical protrusion of different slip casting steel pipes with holes;
Bottom support bracket, the bottom support bracket are fixed in concrete base layer, be supported in steel pipe combination skeleton with holes bottom and It is connected with slip casting steel pipe with holes bottom end;
Top pallet, the top pallet are located at steel pipe combination skeleton with holes upper end and support below solution cavity roof, and It is connected with the slip casting steel pipe with holes upper end for being located at top on steel pipe combination skeleton with holes, and top pallet is provided with and slip casting steel with holes The circular hole being connected to inside pipe;
The circular hole of the top pallet of the slip casting steel pipe with holes and solution cavity centre of conduit, the conduit and solution cavity hole side It is connected, for importing cement mortar.
Preferably, the slip casting length of steel pipe with holes is equal.By the specification for the steel pipe with holes that standardizes, make structure Produce, transport it is more convenient, assemble it is more convenient, the structure after assembling is more regular.
Preferably, dividing respectively on the outer wall of two hollow cylindrical protrusions on the coaxial line of three shaft coupling piece It is furnished with the convex epirelief of quarter circular arc, and respectively has an arc-shaped to match with corresponding convex epirelief to slit at slip casting steel pipe with holes both ends Mouthful.So that the slip casting steel pipe with holes can securely be connect with three shaft coupling piece, the connection type of convex epirelief and arc-shaped gap, Make on the basis of guaranteeing structural integrity, installation is more quick and easy, improves work efficiency.
Preferably, the slip casting steel pipe with holes the left hand helix direction close to its arc-shaped gap lower end also The gap of one section of quadrant arc length, convex epirelief fix the opening position in quadrant arc length.So that slip casting steel pipe with holes exists Convex epirelief can be successfully out of, arc-shaped gap nests into quadrant arc length gap when connecting with three shaft coupling pieces.
Preferably, the bottom support bracket top is hollow cylinder, lower part is impermeable square iron plate;Top The lower part of pallet is hollow cylinder, and round-meshed square iron plate centered on top, circular hole and hollow cylinder inside are connected to; The outer diameter of the hollow cylinder of the hollow cylinder and top pallet of bottom support bracket be slightly less than pipe diameter with holes and it is nested It is fixed in corresponding slip casting steel pipe with holes.Slip casting steel pipe with holes and the nested fixation side between bottom support bracket and top pallet Formula, it is not only secured but also convenient, working efficiency can be further improved.
Preferably, the top surface of the square iron plate of the top pallet is in left and right directions with front-rear direction respectively about it Symmetry axis it is symmetrical there are four lateral projection and four it is longitudinally convex, each lateral projection and with it is each it is longitudinally convex on have for The aperture that reinforcing bar passes through, longitudinally convex to be higher than lateral projection, each longitudinally convex cross with where it, longitudinal direction are vertical, each transverse direction Protrusion is vertical with cross, the longitudinal direction where it.Can be staggered horizontal, longitudinal reinforcing bar in this way, and horizontal, longitudinal each two reinforcing bars can be with The inaccessiable part of steel pipe combination skeleton with holes institute after the completion of slip casting in the gap of support top.
Preferably, the square iron plate two sides of the bottom support bracket are respectively extended with a vertical steel plate down, it is each vertical The bottom of steel plate is extended with protrusion to two sides.Bottom support bracket and concrete base layer can be allowed to be firmly combined.
Preferably, the concrete base layer lower part is crushed stone filler, top is formed by concreting.Largely Crushed stone can effectively fill the biggish place of sinking degree, and save concrete, and the concrete on surface layer be more convenient for it is smooth.
Preferably, what all steel pipe combination skeletons with holes for being higher than the hole side of solution cavity side slope side were connected with conduit Centered on one of highest several steel pipes, conduit extends out to hole.It is inconvenient that part due to being higher by hole is constructed, so The part does not set excessive conduit, and only highest several of part steel pipe top with holes connecting conduit in its center, facilitates construction.
Using the technical solution of the utility model, since steel pipe combination skeleton slip casting with holes provided by the utility model is molten Hole interstitital texture includes concrete base layer, and the concrete base layer directly pours bottom support bracket on it, and upper part connects There is steel pipe combination skeleton with holes, provides enough strength and stabilities to structure, while steel pipe combination with holes is intraskeletal The rubble at space scene is filled, and is gathered materials on the spot, is reduced cost, and steel pipe combination skeletal internal with holes is connection, and its On circular hole is distributed with, cement mortar can be fully poured into after being packed into rubble in remaining gap, be greatly increased The globality of structure, so that the tiger's jaw shape side slope solution cavity for alleviating solution cavity side hole height significantly lower than hole top is applied in road Risk during work and in later period use process.
Detailed description of the invention
The description of the present application attached drawing for providing a further understanding of the present invention, the utility model it is schematic Embodiment and its explanation are not constituteed improper limits to the present invention for explaining the utility model.In the accompanying drawings:
Fig. 1 has shown schematically the texture edge cutting schematic diagram of the embodiments of the present invention;
Fig. 2 has shown schematically the steel pipe combination skeleton three-dimensional structure sketch with holes of the embodiments of the present invention;
Fig. 3 has shown schematically the tie point structure diagram of the embodiments of the present invention;
Fig. 4 has shown schematically the three shaft coupling piece schematic diagrams of the embodiments of the present invention;
Fig. 5 has shown schematically the slip casting steel pipe side view (left figure) with holes of the embodiments of the present invention, sectional view (right figure);
Fig. 6 shown schematically the bottom support bracket top view (above) of the embodiments of the present invention, front view (under Figure);
It is (right that Fig. 7 has shown schematically the top pallet bottom view (the picture left above) of the embodiments of the present invention, top view Upper figure), front view (lower-left figure), left view (bottom-right graph);
Wherein, the above drawings include the following reference numerals:
Slip casting steel pipe 1 with holes, circular hole 1a, arc-shaped gap 1b, gap 1c, three shaft coupling pieces 2, hollow cylindrical is convex 2a is played, convex epirelief 2b, bottom support bracket 3, vertical steel plate 3a, raised 3b, top pallet 4, circular hole 4a, lateral projection 4b are longitudinally convex 4c, conduit 5, concrete base layer 100, wall 200, stone 300.
Specific embodiment
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase Mutually combination.The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clear, complete, intuitive description.
It is noted that following detailed description is all illustrative, it is intended to provide further the present utility model application It is bright.Unless otherwise specified, all technical and scientific terms used herein has the common skill with the application technical field The normally understood identical meanings of art personnel.
The utility model is described in further detail below with reference to embodiment and specific embodiment.
As shown in Fig. 1-Fig. 7, a kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes, including concrete base layer and soil One more smooth concrete base layer 100 is arranged at stone mixed fillers, solution cavity bottom, and steel pipe combination skeleton with holes is fixed on concrete base layer On 100, stone is used between the steel pipe and steel pipe of steel pipe combination skeleton with holes, between steel pipe combination skeleton with holes and solution cavity side wall 300 fillings, the gap left after filling stone 300 and the cement mortar that injection is distributed in steel pipe;Including:
Slip casting steel pipe 1 with holes is evenly distributed with circular hole 1a on 1 tube wall of slip casting steel pipe with holes;
Three shaft coupling pieces 2, three shaft coupling pieces, 2 boring, and respectively have one at three axis both ends perpendicular to each other A hollow cylindrical protrusion 2a, the hollow cylindrical protrusion 2a are for connecting the different slip casting steel pipes 1 with holes;
Bottom support bracket 3, the bottom support bracket 3 are fixed in concrete base layer 100, and with 1 bottom of slip casting steel pipe with holes End is connected, and is used to support the steel pipe combination skeleton with holes on top;
Top pallet 4, the top pallet 4 are located at steel pipe combination skeleton with holes upper end, and support is below solution cavity roof, And be connected with 1 upper end of slip casting steel pipe with holes for being located at top on steel pipe combination skeleton with holes, for the weight of support upper part, and Top pallet 4 is provided with the circular hole 4a being connected to inside slip casting steel pipe 1 with holes;
Conduit 5, the conduit 5 and the slip casting steel pipe 1 with holes of solution cavity hole side and the top of solution cavity centre The circular hole 4a of portion's pallet 4 is connected, for importing cement mortar.
Meanwhile to realize that the purpose of this utility model, the embodiments of the present invention provide one set of construction method, walk Suddenly include:
(1) casting concrete base 100, in solution cavity low-lying place spread rubble, it is smooth after, fixed point is distributed simultaneously fixed bottom The position of support 3, casting concrete simultaneously smooth out, to its solidification;
(2) suitable conduit 5 is chosen;
(3) it is laid with first layer steel pipe combination skeleton with holes, based on fixed bottom support bracket 3, nested fixed belt hole note Steel pipe 1 is starched, three shaft coupling pieces 2 are connected, reconnects the slip casting steel pipe 1 with holes in horizontal plane direction, it is leaned on into slope side openings position One at slip casting steel pipe 1 with holes be connected with conduit 5 with outside grouting equipment;
(4) masonry panel 200, build at the hole of side one layer laid with first layer steel pipe combination skeleton with holes after it is high Spend concordant wall 200;
(5) stone 300 is filled, the intraskeletal space stone 300 of steel pipe combination with holes is filled;
(6) it is repeated in (2) (3) step, the basis of assembling is only changed to three shaft coupling pieces 2 by bottom support bracket 3, successively group The second layer, third layer are closed out so that closing at the top of solution cavity, is nested in top pallet 4 in 1 upper end of slip casting steel pipe with holes of top layer Outside;
(7) cement injection mortar controls grouting pressure in a certain range, from bottom to top successively perfusion, until mortar Press-in speed becomes relatively slow.
The utility model, which is crossed, connects into steel pipe combination skeleton with holes for three shaft coupling pieces 2 of slip casting steel pipe 1 with holes, simultaneously will They are fixed on the bottom support bracket 3 poured with concrete base layer 100 together, so as to form in entire solution cavity obturator Portion's skeleton.And stone 300 is filled in the space of skeleton, it gathers materials on the spot, save the cost;By with holes in remaining gap Steel pipe combination skeleton pours into cement mortar, increases the globality of solution cavity obturator, thus greatly reduces side slope solution cavity side Face hole height is lower than risk of the tiger's jaw shape solution cavity on hole top in road construction and subsequent use process.
It is worth noting that, needing place first deeper in the low-lying degree in hole bottom before carrying out cast concrete base production A large amount of stones are filled, while the very lofty place that hole bottom is obviously higher by is evaded, to make all bottom support brackets 3 can be with Smooth distribution is in one plane.Fill out rubble again later, just casting concrete at an upper portion thereof after smooth rubble.
It is worth noting that, 1 equal length of slip casting steel pipe with holes.Identical length more to advise when processing Generalized, to reduce the difficulty of processing;And to transport, install it is more convenient, to improve construction efficiency;It is identical simultaneously Length standardizes the structure of steel pipe combination skeleton with holes after assembling more, close to mathematical model, be convenient for geometry and The analysis such as stress.
It is worth noting that, the outer wall of two hollow cylindrical protrusion 2a on the coaxial line of three shaft coupling piece 2 The upper convex epirelief 2b that quarter circular arc is distributed with respectively, and respectively have one and the convex epirelief 2b at 1 both ends of slip casting steel pipe with holes The arc-shaped gap 1b to match connect the slip casting steel pipe 1 with holes can securely with three shaft coupling piece 2.And three The convex epirelief 2b of 2 two sides of shaft coupling piece is symmetrical, and the arc-shaped gap 1b's of 1 two sides of slip casting steel pipe with holes is symmetrical, in this way It can be with Fast Installation without wasting unnecessary mental and labour to make each component combine closely when assembling. The connection type of arc-shaped gap 1b and convex epirelief 2b make on the basis of guaranteeing structural integrity, the more quick letter of installation It is single, it improves work efficiency.
It is worth noting that, as shown in figure 5, slip casting steel pipe 1 with holes is in the left hand helix side close to its arc-shaped gap 1b To lower end still have the gap 1c of one section of quadrant arc length, could make in this way slip casting steel pipe 1 with holes with three axis connections Convex epirelief 2b can be nested into successfully in gap 1c from arc-shaped gap 1b when part 2 connects.
It is worth noting that, 3 top of bottom support bracket is a hollow cylinder, its underpart is an impermeable square iron Plate is respectively extended with a vertical steel plate 3a in square iron plate two sides down, extends after certain distance again bottom to two sides and stretches out one The raised 3b of measured length.Because the height of bottom support bracket 3 be it is determining, can be simultaneously by bottom when constructing to cast concrete base Support 3 is cast in substrate, to become a sufficiently tight fulcrum of total.The design of raised 3b can allow bottom Support 3 and concrete base layer 100 are firmly combined.
It is worth noting that, 4 lower part of top pallet is a hollow cylinder, upper part is the round-meshed square in a center Iron plate, the square iron plate left and right directions and front-rear direction respectively about its symmetry axis it is symmetrical there are four lateral projection 4b and There is the aperture passed through for reinforcing bar on four longitudinally convex 4c, each lateral projection 4b and each longitudinally convex 4c, wherein lateral projection 4b is lower, longitudinally convex 4c higher, and lateral projection 4b is vertical with cross, the longitudinal direction where its own, longitudinally convex 4c also with Cross, longitudinal direction where its own is vertical.Can be staggered horizontal, longitudinal reinforcing bar in this way, and horizontal, longitudinal each two reinforcing bars can be The inaccessiable part of steel pipe combination skeleton institute with holes in the gap of support top after the completion of slip casting.
It is worth noting that, the hollow cylinder of 4 lower part of hollow cylinder and top pallet on 3 top of bottom support bracket is outer Diameter is slightly less than the internal diameter of slip casting steel pipe 1 with holes, and the hollow cylinder of the hollow cylinder and top pallet 4 that make bottom support bracket 3 can It is fixed in corresponding 1 end of slip casting steel pipe with holes with nesting.Between slip casting steel pipe 1 with holes and bottom support bracket 3 and top pallet 4 Nested fixed form, it is not only secured but also convenient, working efficiency can be further improved.
Significantly, since the space finite volume in steel pipe combination skeleton with holes, need to after group installs one layer and When fill out stone 300 wherein, in order to avoid be difficult to after assembling one layer again under conditions of not damaging preceding layer fill stone 300.
It is worth noting that, being higher than all steel pipe combination skeletons with holes and 5 phase of conduit of the hole side of solution cavity side slope side One of highest several steel pipes centered on even, conduit 5 extends out to hole.It constructs not part due to being higher by hole Just, so the part does not set excessive conduit 5, only highest several of part steel pipe top with holes connecting conduit 5 in its center, side Just it constructs.
In the above manner, a kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes provided by the utility model, It is fixed on and concrete by the way that three shaft coupling pieces 2 of slip casting steel pipe 1 with holes are connected into steel pipe combination skeleton with holes, and by them Base 100 pours on bottom support bracket 3 together, so as to form the inner skeleton of entire solution cavity obturator.And stone is filled out It fills in the space of skeleton, gathers materials on the spot, save the cost;By steel pipe combination skeleton with holes by cement bonded sand in remaining gap Slurry pours into, and increases the globality of solution cavity obturator, thus greatly reduces side slope solution cavity side hole height lower than hole top Risk of the tiger's jaw shape solution cavity in road construction and subsequent use process.
Above-described is only the preferred embodiment of the utility model, is not intended to limit the utility model, for It is without departing from the concept of the present invention, any modification that can also make, equivalent for those skilled in the art Replacement, improvement etc., belong to the protection scope of the utility model.

Claims (9)

1. a kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes, including concrete base layer and native stone mixed fillers, special Sign is that a more smooth concrete base layer is arranged at solution cavity bottom, and steel pipe combination skeleton with holes is fixed on concrete base layer, therebetween It is filled with stone, the cement mortar of injection is distributed in its gap and steel pipe;Top steel pipe combination skeleton with holes includes:
Slip casting steel pipe with holes is evenly distributed with circular hole in the slip casting steel pipe wall with holes;
Three shaft coupling pieces, the three shaft coupling pieces boring, and respectively there is one to be used at three axis both ends perpendicular to each other Connect the hollow cylindrical protrusion of different slip casting steel pipes with holes;
Bottom support bracket, the bottom support bracket are fixed in concrete base layer, be supported in steel pipe combination skeleton with holes bottom and with band Hole slip casting steel pipe bottom end is connected;
Top pallet, the top pallet are located at steel pipe combination skeleton with holes upper end and support below solution cavity roof, and with band On the steel pipe combination skeleton of hole positioned at top slip casting steel pipe with holes upper end be connected, and top pallet be provided with in slip casting steel pipe with holes The circular hole of portion's connection;
Conduit, the circular hole phase of the conduit and the slip casting steel pipe with holes of solution cavity hole side and the top pallet of solution cavity centre Even, for importing cement mortar.
2. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes according to claim 1, which is characterized in that described with holes Slip casting length of steel pipe is equal.
3. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 2, which is characterized in that three axis connects The convex epirelief of quarter circular arc is distributed on the outer wall of two hollow cylindrical protrusions on the coaxial line of fitting respectively, and in band Respectively there is an arc-shaped gap to match with corresponding convex epirelief at hole slip casting steel pipe both ends.
4. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 3, which is characterized in that the note with holes Starching steel pipe, there are also the gap of one section of quadrant arc length, convex epireliefs in the lower end in the left hand helix direction close to its arc-shaped gap Fix the opening position in quadrant arc length.
5. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 4, which is characterized in that the bottom branch Seat top is hollow cylinder, and lower part is impermeable square iron plate;The lower part of top pallet is hollow cylinder, and top is The round-meshed square iron plate in center, circular hole and hollow cylinder inside are connected to;The hollow cylinder of bottom support bracket and top support The outer diameter of the hollow cylinder of disk is slightly less than pipe diameter with holes and equal nesting is fixed in corresponding slip casting steel pipe with holes.
6. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 5, which is characterized in that the top support The top surface of the square iron plate of disk is respectively symmetrical there are four lateral projection about its symmetry axis with front-rear direction in left and right directions It is longitudinally convex with four, each lateral projection and with it is each it is longitudinally convex on have the aperture passed through for reinforcing bar, it is longitudinally convex to be higher than Lateral projection, each longitudinally convex cross with where it, longitudinal direction are vertical, and each lateral projection is vertical with cross, the longitudinal direction where it.
7. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 6, which is characterized in that the bottom branch The square iron plate two sides of seat are respectively extended with a vertical steel plate down, and the bottom of each vertical steel plate is extended with protrusion to two sides.
8. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 7, which is characterized in that the concrete Base lower part is crushed stone filler, and top is formed by concreting.
9. steel pipe combination skeleton slip casting solution cavity interstitital texture with holes as claimed in claim 8, which is characterized in that be higher than solution cavity side One of highest several steel pipes, lead centered on all steel pipe combination skeletons with holes of the hole side of slope side are connected with conduit Pipe extends out to hole.
CN201920053475.5U 2019-01-13 2019-01-13 A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes Active CN209619997U (en)

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Application Number Priority Date Filing Date Title
CN201920053475.5U CN209619997U (en) 2019-01-13 2019-01-13 A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109487780A (en) * 2019-01-13 2019-03-19 中国石油大学(华东) A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109487780A (en) * 2019-01-13 2019-03-19 中国石油大学(华东) A kind of steel pipe combination skeleton slip casting solution cavity interstitital texture with holes and construction method

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