CN112609527A - Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement - Google Patents
Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement Download PDFInfo
- Publication number
- CN112609527A CN112609527A CN202011482966.5A CN202011482966A CN112609527A CN 112609527 A CN112609527 A CN 112609527A CN 202011482966 A CN202011482966 A CN 202011482966A CN 112609527 A CN112609527 A CN 112609527A
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- Prior art keywords
- panel body
- pavement
- fiber concrete
- panel
- hoisting
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/065—Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a steel fiber concrete pavement slab with invisible seams and hoisting hole positions and an assembled pavement. According to the invention, the arrangement of the reserved hole can not damage the upper surface structure of the panel body, namely, the flatness of the road surface is not influenced, and the problem of reduction of the flatness of the road surface caused by the reserved hoisting hole on the upper surface of the panel body is solved; in addition, the preformed hole can be used as a hidden hoisting hole, and the preformed hole does not need to be processed in the later period, so that the construction process is simplified; the preformed hole can be used as a hoisting hole, is beneficial to hoisting and assembling the panel body, solves the problem that the assembly type pavement panel is difficult to install, disassemble and hoist, and is beneficial to improving the construction efficiency; and usable this preformed hole forms detachable connection structure to the panel body locking of horizontal concatenation after the hoist and mount is accomplished, does benefit to the assembly and the dismantlement of each panel body, the maintenance of the road later stage of being convenient for.
Description
Technical Field
The invention belongs to the technical field of buildings, and relates to a steel fiber concrete pavement slab with invisible seams and hoisting holes and an assembled pavement.
Background
The existing road surface usually adopts concrete site pouring, its construction cycle is long, and the later maintenance degree of difficulty is great, based on the above-mentioned technical problem, prefabricated assembly type building also obtains application and popularization in the road construction field, in the on-the-spot assembling process, need hoist and mount prefabricated shingle nail, be convenient for hoist and mount and generally pre-buried lifting hook on prefabricated shingle nail or direct vertical punching on the panel, this mode need be to dismantling lifting hook or landfill vertical hole after the road surface assembly is accomplished, lead to the aftertreatment technology complicated, the shingle nail is not reuse, in addition also destroy the durability that road surface structure influences the shingle nail easily, and lead to the pavement roughness to reduce.
Therefore, the invisible joint and hoisting hole site steel fiber concrete pavement slab and the fabricated pavement are needed, the pavement slab is convenient to mount, dismount and hoist, the construction process is simplified, the construction efficiency is improved, and the assembled pavement has high flatness and good durability.
Disclosure of Invention
In view of the above, the invention provides a steel fiber concrete pavement slab with invisible seams and hoisting holes and an assembled pavement, wherein the pavement slab is convenient to mount, dismount and hoist, the construction process is simplified, the construction efficiency is improved, and the assembled pavement has high flatness and good durability.
The invisible joint and hoisting hole site steel fiber concrete pavement slab and the fabricated pavement comprise a slab body, wherein the slab body is transversely provided with a preformed hole, and the preformed hole is communicated with the side walls at the two transverse sides of the slab body.
Furthermore, the longitudinal two side walls of the panel body are respectively provided with a positioning groove and a positioning bulge which are matched with each other for use.
Furthermore, a pipeline is transversely pre-embedded in the panel body to form a preformed hole.
Furthermore, a channel steel I is pre-embedded in one longitudinal side of the panel body, and a positioning groove is formed outwards in a notch of the channel steel I.
Furthermore, the longitudinal other side of the panel body is fixedly connected with a channel steel II, and the channel steel II protrudes out of the side wall of the panel body and a positioning protrusion is formed inwards in a notch.
Furthermore, connecting pieces are pre-embedded in the panel body close to the two longitudinal sides, and the channel steel I and the channel steel II are fixedly connected to the corresponding connecting pieces.
The invention also provides an assembled pavement, which is formed by splicing the invisible joint and the hoisting hole site steel fiber concrete pavement slab, the preformed holes corresponding to the transversely spliced panel bodies are transversely opposite, and the transversely spliced panel bodies are transversely locked by the locking pieces penetrating through the preformed holes.
Furthermore, when the vertically adjacent panel bodies are spliced, the positioning bulge of one panel body is embedded in the positioning groove of the other panel body.
Further, the retaining member includes that the endotheca is in spliced pole and the lock sleeve of threaded connection at spliced pole both ends in the preformed hole, the lock sleeve is transversely locked with the panel body of horizontal concatenation.
Furthermore, the joint between the adjacent panel bodies is filled with elastic sealing materials.
The invention has the beneficial effects that:
according to the invention, the arrangement of the reserved hole can not damage the upper surface structure of the panel body, namely, the flatness of the road surface is not influenced, and the problem of reduction of the flatness of the road surface caused by the reserved hoisting hole on the upper surface of the panel body is solved; in addition, the preformed hole can be used as a hidden hoisting hole, and the preformed hole does not need to be processed in the later period, so that the construction process is simplified; the preformed hole can be used as a hoisting hole, is beneficial to hoisting and assembling the panel body, solves the problem that the assembly type pavement panel is difficult to install, disassemble and hoist, and is beneficial to improving the construction efficiency; after the hoisting is finished, the transversely spliced panel bodies can be locked by the reserved holes to form a detachable connection structure, so that the assembly and disassembly of the panel bodies are facilitated, the later maintenance of a road is facilitated, and the panel bodies can be reused; in the process of splicing the panel bodies, the positioning bulges of one panel body are embedded into the positioning grooves of the other panel body, so that the assembly precision between the panel bodies is improved, and the connecting gap between the adjacent panel bodies can be reduced;
the assembled pavement realizes a concealed joint form and a concealed hoisting hole position, realizes the simplicity and durability of pavement assembly, the convenience of later maintenance and the attractiveness after construction, is beneficial to the reuse of a panel body, and provides an economic and environment-friendly pavement technical scheme for temporary road projects and pavement structures of protected roads; in addition, the panel body is longitudinally spliced and transversely spliced to adopt different joint forms according to different stress characteristics, the joint is connected in a concave-convex mode through embedded channel steel, the longitudinal joint is connected through embedded hidden hoisting holes through the deformed steel bar and the anchoring part, the transverse and longitudinal assembling precision of the panel body is improved, and the problem that the rigid joint causes the joint gap to be large is solved.
Drawings
The invention is further described below with reference to the figures and examples.
FIG. 1 is a schematic structural diagram of a panel body;
FIG. 2 is a schematic view of a pavement structure formed by splicing panel bodies;
FIG. 3 is a schematic view of a transverse connection structure of the panel body;
FIG. 4 is an enlarged view of point A of FIG. 3;
FIG. 5 is a schematic view of a longitudinal connection structure of the panel body;
FIG. 6 is a partially enlarged schematic view of FIG. 5;
Detailed Description
As shown in the figure: this embodiment invisible joint seam and hoist and mount hole site steel fiber concrete pavement board and assembled road surface, including panel body 1, transversely be provided with preformed hole 2 on the panel body, the lateral wall intercommunication of preformed hole and the horizontal both sides of panel body. After the panel body is spliced to form the pavement, the longitudinal direction of the panel body is consistent with the length direction of the pavement, and the transverse direction of the panel body is consistent with the width direction of the pavement; as shown in fig. 1, the panel body is a prefabricated steel fiber concrete structure, two preformed holes which are transversely communicated are longitudinally arranged on the panel body, the preformed holes are formed in a reserved mode when the panel body is poured through concrete, the arrangement of the preformed holes cannot damage the upper surface structure of the panel body, namely the flatness of a road surface is not influenced, and the problem that the flatness of the road surface is reduced due to the fact that hoisting holes are reserved on the upper surface of the panel body is solved; in addition, the preformed hole can be used as a hidden hoisting hole, and the preformed hole does not need to be processed in the later period, so that the construction process is simplified; the preformed hole can be used as a hoisting hole, is beneficial to hoisting and assembling the panel body, solves the problem that the assembly type pavement panel is difficult to install, disassemble and hoist, and is beneficial to improving the construction efficiency; after the hoisting is finished, the transversely spliced panel bodies can be locked by the reserved holes to form a detachable connection structure, so that the assembly and the disassembly of each panel body are facilitated, and the later maintenance of a road is facilitated;
in this embodiment, the longitudinal two side walls of the panel body 1 are respectively provided with a positioning groove 3 and a positioning protrusion 4 which are used in cooperation with each other. The mutual matching of the positioning groove 3 and the positioning bulge 4 means that the positioning groove and the positioning bulge of the adjacent panel bodies are mutually embedded and matched, and the positioning groove and the positioning bulge on the same panel body 1 do not have a matching use relationship; in the process of splicing the panel bodies, the positioning bulges of one panel body are embedded into the positioning grooves of the other panel body, so that the assembly precision between the panel bodies is improved, and the connecting gap between the adjacent panel bodies can be reduced;
in this embodiment, a pipe 5 is embedded in the panel body 1 in the transverse direction to form a prepared hole. The corresponding pipeline is pre-buried in panel body pouring process, and the pipeline adopts the pipe, and the pipeline can be for PVC pipeline or steel pipe, has both done benefit to the shaping of preformed hole through the pipeline, also as the skeleton in the preformed hole, improves the structural strength and the rigidity of preformed hole department.
In the embodiment, a channel steel I6 is pre-embedded in one longitudinal side of the panel body 1, and a positioning groove 3 is formed outwards in a notch of the channel steel I. Combine fig. 6 to show, at the pre-buried channel-section steel I of panel body lateral part in pouring panel body forming process, do benefit to the shaping of constant head tank, I structural strength of channel-section steel itself is greater than the concrete moreover, at adjacent panel body concatenation in-process, does benefit to the structural strength and the support performance that improve seam crossing.
In this embodiment, the vertical opposite side fixedly connected with channel-section steel II 7 of panel body 1, II bulges in panel body lateral wall and notch inwards form the location arch in the channel-section steel. Combine fig. 6 to show, the whole height of channel-section steel II 7 is less than the height of channel-section steel I6 notch for II 7 of channel-section steel can be embedded in I6's notch, cooperation through I6 of channel-section steel and II 7 of channel-section steel improves constant head tank and the bellied structural strength in location and plastic deformation ability, after the two cooperation extrusion, can still keep complete structural style, do benefit to the later stage and dismantle the after-maintenance secondary assembly, the inslot of channel-section steel is the arc angle in addition, can reduce stress concentration phenomenon, prevent that the constant head tank from being conquamated.
In this embodiment, connecting pieces 8 are pre-embedded in the panel body 1 near the longitudinal two sides, and the channel steel I6 and the channel steel II 7 are fixedly connected to the corresponding connecting pieces. Combine shown in fig. 6, the inside anchor reinforcing bar that is close to the position of vertical both sides all pre-buried of panel body, direction of height at the channel-section steel is provided with two rows of anchor reinforcing bars, every row sets up a plurality of anchor reinforcing bars along the length direction of channel-section steel side by side, wherein the anchor reinforcing bar of channel-section steel I6 and corresponding side passes through welded fastening, the tank bottom of channel-section steel II 7 passes through welded fastening with the anchor reinforcing bar of corresponding side, can improve the joint strength of channel-section steel I6 and channel-section steel II 7 and panel body through this structure, and then improve the installation stability of the two.
This embodiment still provides an assembled road surface, the road surface by the aforesaid stealthy seam and the concatenation of hoist and mount hole site steel fiber concrete decking board form, wherein the preformed hole 2 that the panel body of horizontal concatenation corresponds is horizontal just right, and the panel body of horizontal concatenation is through running through the horizontal locking of retaining member in the preformed hole. Combine fig. 2 to show, the road surface of four panel bodies concatenation into field word structure, combine fig. 3 to show, the locking of transversely dismantling is realized through a retaining member in the preformed hole of two adjacent panel bodies, does benefit to the horizontal assembly precision that improves the panel body, improves because the rigidity seam leads to linking up the great problem in gap.
In this embodiment, when the vertically adjacent panel bodies are spliced, the positioning protrusion of one panel body is embedded in the positioning groove of the other panel body. As shown in fig. 5, this structure is advantageous in improving the longitudinal assembling accuracy of the panel body.
In this embodiment, the locking member includes a connecting column 9 sleeved in the preformed hole and locking sleeves 10 screwed at two ends of the connecting column 9, and the locking sleeves 10 lock the transversely spliced panel body transversely. As shown in fig. 3 and 4, in the embodiment, two panel bodies are transversely spliced, the connecting column adopts a steel bar, the external connection of the steel bar is approximately the same as the inner diameter of the preformed hole, the steel bar is used as a connecting piece and also used as a filler filled in the preformed hole, which is beneficial to forming support in the preformed hole, the preformed hole is prevented from collapsing when the pavement is pressed, external threads are arranged at two ends of the steel bar, counterbores at two ends of the preformed hole form a sunken groove for accommodating a locking sleeve, and one end of the locking sleeve is positioned in the sunken groove and transversely presses against the panel body at the bottom of the sunken groove to realize transverse locking of the two panel bodies when the locking sleeve is connected to the steel bar by threads, so that the structure; when three or more panel bodies are transversely spliced, the accurate matching of the panel bodies is realized by increasing the pretightening force of the locking sleeve, which is not specifically described;
in this embodiment, the joint between adjacent panel bodies is filled with an elastic sealing material. The elastic sealing material is preferably rubber, the adaptability change of the chain joint when the panel body expands with heat and contracts with cold is met through rubber filling, and the chain joint between the panel bodies is favorably sealed;
the assembly type pavement realizes a concealed joint form and a concealed hoisting hole position, realizes the simplicity and durability of pavement assembly, the convenience of later maintenance and the attractiveness after construction, and provides an economic and environment-friendly pavement technical scheme for temporary road projects and pavement structures of protected roads; in addition, different joint forms are adopted for longitudinal splicing and transverse splicing of the panel body according to different stress characteristics, so that the transverse and longitudinal assembling precision of the panel body is improved, and the problem of larger joint gaps caused by rigid joints is solved.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (10)
1. The utility model provides an invisible joint and hoist hole site steel fiber concrete pavement slab which characterized in that: the novel panel comprises a panel body, wherein a preformed hole is transversely formed in the panel body and communicated with side walls on two transverse sides of the panel body.
2. The invisible joint and hoisting hole site steel fiber concrete pavement slab of claim 1, which is characterized in that: and the longitudinal two side walls of the panel body are respectively provided with a positioning groove and a positioning bulge which are matched with each other for use.
3. The invisible joint and hoisting hole site steel fiber concrete pavement slab of claim 1, which is characterized in that: a pipeline is transversely pre-embedded in the panel body to form a reserved hole.
4. The invisible joint and hoisting hole site steel fiber concrete pavement slab of claim 2, characterized in that: channel steel I is pre-buried in the vertical one side of panel body, the I notch of channel steel outwards forms the constant head tank.
5. The invisible joint and hoisting hole site steel fiber concrete pavement slab of claim 4, which is characterized in that: the vertical opposite side fixedly connected with channel-section steel II of panel body, II bulges in panel body lateral wall and notch inwards form the location arch of channel-section steel.
6. The invisible joint and hoisting hole site steel fiber concrete pavement slab of claim 5, wherein: connecting pieces are pre-embedded in the panel body close to the two longitudinal sides, and the channel steel I and the channel steel II are fixedly connected to the corresponding connecting pieces.
7. An assembled pavement, which is characterized in that: the pavement is formed by splicing the invisible joint and the hoisting hole site steel fiber concrete pavement slab as claimed in any one of claims 1 to 6, the preformed holes corresponding to the transversely spliced slab bodies are transversely opposite, and the transversely spliced slab bodies are transversely locked by the locking pieces penetrating through the preformed holes.
8. The fabricated pavement of claim 7, wherein: when vertically adjacent panel bodies are spliced, the positioning bulge of one panel body is embedded in the positioning groove of the other panel body.
9. The fabricated pavement of claim 7, wherein: the retaining member includes spliced pole and the lock sleeve of threaded connection at spliced pole both ends of endotheca in the preformed hole, the lock sleeve is transversely locked with the panel body of horizontal concatenation.
10. The fabricated pavement of claim 7, wherein: the joint between the adjacent panel bodies is filled with elastic sealing materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011482966.5A CN112609527A (en) | 2020-12-16 | 2020-12-16 | Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011482966.5A CN112609527A (en) | 2020-12-16 | 2020-12-16 | Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement |
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| CN112609527A true CN112609527A (en) | 2021-04-06 |
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| CN202011482966.5A Pending CN112609527A (en) | 2020-12-16 | 2020-12-16 | Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement |
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| CN (1) | CN112609527A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012269A (en) * | 2022-04-19 | 2022-09-06 | 中工武大设计集团有限公司 | Prefabricated assembled cement concrete pavement and construction method thereof |
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| CN208395602U (en) * | 2018-06-11 | 2019-01-18 | 中交一公局集团有限公司 | A kind of steel joint structure on assembled road surface |
| CN109610263A (en) * | 2018-12-27 | 2019-04-12 | 中铁十四局集团大盾构工程有限公司 | A kind of construction method of fabricated construction sidewalk |
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| CN211256531U (en) * | 2019-11-29 | 2020-08-14 | 中铁十一局集团第五工程有限公司 | Shock attenuation assembled steel fiber concrete pavement slab |
| CN211772502U (en) * | 2020-03-25 | 2020-10-27 | 中交一公局海威工程建设有限公司 | Assembled road surface structure |
| KR20200129749A (en) * | 2019-05-10 | 2020-11-18 | 전금화 | Thin precast pavement structure, construction method of thin precast pavement, and manufacturing method of thin precast pavement |
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Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050220539A1 (en) * | 2004-04-01 | 2005-10-06 | Yee Alfred A | Precast concrete slab system and method therefor |
| CN105064159A (en) * | 2015-08-11 | 2015-11-18 | 孙欣 | Rapidly installed concrete road |
| CN205348548U (en) * | 2016-01-14 | 2016-06-29 | 合肥学院 | Splice two -way superimposed sheet |
| CN208395602U (en) * | 2018-06-11 | 2019-01-18 | 中交一公局集团有限公司 | A kind of steel joint structure on assembled road surface |
| CN109610263A (en) * | 2018-12-27 | 2019-04-12 | 中铁十四局集团大盾构工程有限公司 | A kind of construction method of fabricated construction sidewalk |
| KR20200129749A (en) * | 2019-05-10 | 2020-11-18 | 전금화 | Thin precast pavement structure, construction method of thin precast pavement, and manufacturing method of thin precast pavement |
| CN211256531U (en) * | 2019-11-29 | 2020-08-14 | 中铁十一局集团第五工程有限公司 | Shock attenuation assembled steel fiber concrete pavement slab |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012269A (en) * | 2022-04-19 | 2022-09-06 | 中工武大设计集团有限公司 | Prefabricated assembled cement concrete pavement and construction method thereof |
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