CN100445475C - Double-end expansion meshing-body pile-connecting fastener and prefab - Google Patents
Double-end expansion meshing-body pile-connecting fastener and prefab Download PDFInfo
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- CN100445475C CN100445475C CNB2005100698777A CN200510069877A CN100445475C CN 100445475 C CN100445475 C CN 100445475C CN B2005100698777 A CNB2005100698777 A CN B2005100698777A CN 200510069877 A CN200510069877 A CN 200510069877A CN 100445475 C CN100445475 C CN 100445475C
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- double
- expansion
- prefabricated component
- nut
- end expansion
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- 210000001503 joint Anatomy 0.000 claims abstract description 15
- 230000000630 rising effect Effects 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000003032 molecular docking Methods 0.000 claims description 8
- 229910052755 nonmetal Inorganic materials 0.000 claims description 5
- 150000002843 nonmetals Chemical class 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000003780 insertion Methods 0.000 abstract description 3
- 230000037431 insertion Effects 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000004033 plastic Substances 0.000 description 5
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- 238000005516 engineering process Methods 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 229910000851 Alloy steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000009750 centrifugal casting Methods 0.000 description 2
- 238000001746 injection moulding Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 206010046996 Varicose vein Diseases 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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- 238000005245 sintering Methods 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
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Abstract
The present invention relates to a pipe pile connection buckle, a prefabricated component composed of prefabricated component joints, a connection structure between two prefabricated components and a method for manufacturing the prefabricated component, which belongs to the field of the manufacture of prefabricated component connection buckles and the prefabricated components. A connection pile buckle of a double-ended expansion engagement body is composed of two tensioning screw nuts, a double-ended expansion engagement body and an expansion pin; during butt joint, under the action of the expansion pin, expansion bodies of the double-ended expansion engagement body expand in expansion cavities of the two tensioning screw nuts and are engaged with engaging teeth of the walls of the expansion cavities in an expansion mode. The prefabricated component is composed of pile connection buckles of the double-ended insertion expansion engagement body; both ends of the prefabricated component are respectively provided with tensioning screw nuts; set heads arranged at both ends of each of a plurality of longitudinal reinforced bars arranged in the prefabricated component are respectively clamped on reinforced bar set head clamping platforms in the tensioning screw nuts; the double-ended insertion expansion engagement body and the expansion pin are used for the butt joint between two prefabricated components.
Description
Technical field:
The present invention relates to a kind of pile tube connects button, precast plate and connects that button, bridge pier connect button, bridge connects button and electric pole interface and prefabricated component thereof, and adopt pile tube to connect button, precast plate to connect button, bridge pier and connect button, bridge and connect the syndeton between being connected between being connected between being connected between pile tube that button and electric pole interface constitutes and pile tube and pile tube, precast plate and precast plate, bridge pier and bridge pier, electric pole preform rod and preform rod and the preparation method of prefabricated component, the genus prefabricated component connects to be detained and prefabricated component manufacturing field.
Background technology:
The application be 200410091063.9 at all number of patent applications of the applicant, title " goes up apical grafting stake button and prefabricated component under the spiral shell ", draw nut, setscrew and top to draw nut to constitute by rising, rise and draw nut to be screwed in the screw section of setscrew, during butt joint, the expander of setscrew expands in expansion chamber in the nut is drawn on the top.Blemish in an otherwise perfect thing be: the one, need before the butt joint setscrew is screwed in to rise to draw in the screw thread of nut, the pile extension that just can achieve a butt joint then, it is slow therefore to dock pile extension speed; The 2nd, draw nut to draw the structure of nut different owing to rise with the top, so its mfg. moulding die and complex process, and the processing charges height.
Summary of the invention:
Purpose of design: avoid the weak point in the background technology, designing a kind of one is double-end expansion meshing-body pile extension button and the prefabricated component thereof with quick grafting expansion pile extension; The 2nd, realizing rises draws nut and top to draw the integrated of nut structure, reduces mould input and processing charges, reduces production costs.
Design scheme: the application is 200410091063.9 at all number of patent applications of the applicant, invents on the basis that title " goes up apical grafting stake button and prefabricated component under the spiral shell ", be further innovation and realizing on the architecture basics of the applicant, adopt the expansion principle to force the double-end expansion body between the pile tube that needs pile extension to form the butt joint of expanding in moment in first to file.On structure design: 1, the design of drawing nut of rising is one of feature of the present invention, and its major function is: the one, and rise and draw screw thread in the nut to rise to hale action of steel bars; The 2nd, have a reinforced hole at the bottom of the cap of nut, the periphery of reinforced hole is reinforcing bar heading Ka Tai, this reinforcing bar heading card platform can be stuck in the reinforcing bar heading that will connect firmly to rise and draw in the nut; The 3rd, rise and draw the design of expansion chamber in the nut, the particularly design of pawl engaging structure in the expansion chamber can form the hook drawknot and close, and----------can be expanded the expander in the double-end expansion body in the expansion chamber that draws nut that rises and form hook by the pin that expands and draw engaging structure moment with the expander in the double end varicosity.2, the design of double-end expansion body is two of a feature of the present invention, its major function is: the one, and the expander in the double-end expansion body (the particularly suitable tooth engaging conformation on the expander) can draw the expand pawl wall in chamber of instantaneous expansion distortion and chamber in the expansion chamber in the nut to form engagement rising after being subjected to the inserting by force of its pin that expands, and the expander after the dilatancy can be locked in the expansion chamber firmly; The 2nd, the expander at two ends can be realized the butt joint of expanding respectively with under the effect of the pin that expands in insertion moment of drawing expansion chamber in the nut of rising in the double-end expansion body, thereby can be with docking with expansion ways of connecting permanent finishing of moment between pile tube and pile tube.The bloated pin of double-end expansion volume expansion end of body be expander be able to that instantaneous expansion struts basic, it is similar to, and taper-----point is gone up thick down, after inserting expander, expander can be strutted, produces permanent deformation, permanent locking in the expansion chamber of nut is drawn on the top along its guiding wire casing moment of expanding.
Technical scheme 1: double-end expansion meshing-body pile extension button rises by two and draws nut (1), double-end expansion meshing-body (3) and the pin (2) that expands to constitute, during butt joint, the expander of double-end expansion meshing-body (3) expands down to rise to draw in the expansion chamber (6) in the nut (1) and with the engaging tooth expansion of expansion chamber wall at two in the effect of the pin (2) that expands and meshes.
Technical scheme 2: the prefabricated component that constitutes by double-end expansion meshing-body pile extension button, prefabricated component (10) two ends are equipped with respectively to rise draws nut (1), the heading (11) at the two ends of some longitudinal reinforcements is connected to respectively to rise and draws on the reinforcing bar heading Ka Tai (5) in the nut (1) in the prefabricated component (10), and double-end expansion meshing-body (3) and expanding is sold (2) and is used for butt joint between two prefabricated components (10).
Technical scheme 3: prefabricated component that constitutes by double-end expansion meshing-body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is equipped with several respectively and rises to draw the nut mouth and rise and draw the nut mouth relative, double-end expansion meshing-body expands by the pin that expands respectively and draws in the expansion chamber of nut rising, and finishes docking between prefabricated component and prefabricated component.
Technical scheme 4: the preparation method of making prefabricated component by double-end expansion meshing-body pile extension button, the heading at the two ends of some longitudinal reinforcements is stuck in two and rises and draw the heading Ka Tai in the nut to go up and put it in the shaping mould in the reinforcing cage, placing of concrete, matched moulds, hale simultaneously rising of prefabricated component die cavity one end draw expansion nut to the power that sets, force some reinforcing bars to extend to the length that sets synchronously after, centrifugal casting or vibration foundry goods, get promptly that having rises and draw the prefabricated component of expansion nut structure, the double-end expansion meshing-body and the pin that expands are used for two butt joints between prefabricated component.
The present invention compares with background technology, the one, the structure design uniqueness, simple, processing mold is single, expense is low, reduced cost of production widely; The 2nd, realized the rapid abutting joint pile extension between prefabricated component and prefabricated component, high efficiency.
Description of drawings:
Fig. 1 is the structural representation of double-end expansion meshing-body pile extension button.
Fig. 2 rises to draw the structural representation of nut.
Fig. 3 is the structural representation of double-end expansion body.
Fig. 4 is the end face structure schematic diagram of double-end expansion body.
Fig. 5 is the structural representation that expands and sell.
Fig. 6 is the structural representation of pile tube.
Fig. 7 is the pile tube of double-end expansion meshing-body pile extension button formation and the pile extension structural representation between pile tube or bridge pier and bridge pier or electric pole and electric pole.
The specific embodiment:
Embodiment 1: with reference to accompanying drawing 1~5.Double-end expansion meshing-body pile extension button rises by two and draws nut 1, double-end expansion meshing-body 3 and the pin 2 that expands to constitute, during butt joint, the expander of double-end expansion meshing-body 3 meshes expanding under the effect of the pin 2 that expands to rise to draw in the expansion chamber 6 in the nut 1 and expand with the engaging tooth of expansion chamber wall at two, sees accompanying drawing 1.Rise and draw nut 1 to adopt metal (as steel, stainless steel, alloy steel etc.) or nonmetals (as plastics, synthetic plastic, pottery etc.) by existing casting or injection moulding or ceramic sintering or machining technique making.The cap mouth that draws nut 1 of rising is inboard, and the periphery of reinforced hole is a reinforcing bar heading card platform 5 for the center of haling at the bottom of screw thread 7, the cap has reinforced hole 4, Ka Tai with hale between screw thread to expand the engagement chamber 6 and the wall that meshes chamber 6 that expands are the pawl structure, see accompanying drawing 2.Expansion chamber 6 has tapering, and it is big down little that cavity is; Hale 7 of screw threads and hale action of steel bars; Vertically have 1 or 2 or many guiding wire casing 8 that expands on the wall of the guide channel of the expander of double-end expansion body 3.On the wall of double-end expansion meshing-body engaging tooth be along toothing and form expansion and combine with the pawl that drawing in the nut 1 engagement chamber 6 walls that expand of rising.There is bloated pin-and-hole 9 at the center of the expander of double-end expansion body 3.Double-end expansion body 1 adopts metal (as steel, stainless steel, alloy steel etc.) or nonmetals (as plastics, synthetic plastic etc.) by existing casting or injection moulding or machining technique making, double-end expansion body 3 is by the pin 2 that expands, two expanders constitute, two expanders are overall structure, the head of swollen pin 2 is inserted in the expander upper end centre pilot passage 9, vertically have 1 or 2 or many guiding wire casing 8 that expands on the wall of guide channel, insert to rise for the ease of the expander moment in the double-end expansion body 3 and draw in the expansion chamber 6 in the nut, the arm of angle that connects of the end of the expander of double-end expansion body 3 is outwelled a circle, see accompanying drawing 3.Rise and draw nut 1, double-end expansion meshing-body 3 and expand pin 2 employing metals or nonmetals making; Metal material is meant all kinds of steel and alloy thereof, and nonmetals are batch plastics, resin, nylon, pottery and synthetic materials thereof etc.
Embodiment 2: with reference to accompanying drawing 6.On the basis of embodiment 1, prefabricated component (pile tube----the pipe shape that constitutes by double-end expansion meshing-body pile extension button, square pipe pile etc.), prefabricated component 10 two ends are equipped with respectively to rise draws nut 1, the heading 11 at the two ends of some longitudinal reinforcements is connected to respectively to rise and draws on the reinforcing bar heading card platform 5 in the nut 1 in the prefabricated component 10, and the double-end expansion meshing-body 3 and the pin 2 that expands are used for the butt joint of 10 of two prefabricated components.(this double-end expansion body 3 when pile tube docks with pile tube, the expander in its double-end expansion body expands and draws in the nut 1 rising; When pile tube did not dock with pile tube, its double-end expansion body 3 drew nut 1 to separate with rising, separately keeping).
Embodiment 3: with reference to accompanying drawing 7.On the basis of embodiment 1 and 2, between pile tube that constitutes by double-end expansion meshing-body pile extension button and pile tube or the pile extension structure between bridge pier and bridge pier or electric pole and electric pole, the end of two prefabricated components that dock is equipped with several respectively and rises to draw the nut mouth and rise and draw the nut mouth relative, double-end expansion meshing-body expands by the pin that expands respectively and draws in the expansion chamber of nut rising, and finishes docking between prefabricated component and prefabricated component.
Embodiment 4: on the basis of embodiment 1 and 2, prefabricated component that constitutes by double-end expansion meshing-body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is equipped with several respectively and rises to draw the nut mouth and rise and draw the nut mouth relative, double-end expansion meshing-body expands by the pin that expands respectively and draws in the expansion chamber of nut rising, and finishes docking between prefabricated component and prefabricated component.
Embodiment 5: the preparation method of being made prefabricated component by double-end expansion meshing-body pile extension button, the heading at the two ends of some longitudinal reinforcements is stuck in two and rises and draw the heading Ka Tai in the nut to go up and put it in the shaping mould in the reinforcing cage, placing of concrete, matched moulds, haling rising of prefabricated component die cavity one end simultaneously draws expansion nut to the power that sets, after forcing some reinforcing bars to extend to the length that sets synchronously, centrifugal casting or vibration foundry goods, get promptly that having rises draws the prefabricated component of expansion nut structure, double-end expansion meshing-body is used for docking between prefabricated component and prefabricated component, and the double-end expansion meshing-body and the pin that expands are used for two butt joints between prefabricated component.
What need understand is: though the foregoing description is to the present invention's detailed explanation of contrasting; but these embodiment are just illustrative to the present invention; rather than limitation of the present invention, any innovation and creation that do not exceed in the connotation of the present invention all fall within the scope of protection of the present invention.
Claims (5)
1, a kind of prefabricated component that constitutes by double-end expansion meshing-body pile extension button, prefabricated component (10) two ends are equipped with respectively to rise draws nut (1), the cap mouth that draws nut (1) of rising is inboard for haling screw thread (7), center at the bottom of the cap has reinforced hole (4), the periphery of reinforced hole is reinforcing bar heading Ka Tai (5), the heading (11) at the two ends of some longitudinal reinforcements is connected to respectively to rise and draws on the reinforcing bar heading Ka Tai (5) in the nut (1) in the prefabricated component (10), it is characterized in that: Ka Tai (5) and the wall of haling between screw thread to expand the engagement chamber (6) and the engagement chamber (6) of expanding are the pawl structure, be on the wall of double-end expansion meshing-body along toothing and with the pawl formation expansion that drawing expands in the nut (1) meshes chamber (6) wall of rising and combine, during butt joint, the expander of double-end expansion meshing-body (3) expands down to rise to draw in the expansion chamber (6) in the nut (1) and with the engaging tooth expansion of expansion chamber wall at two in the effect of the pin (2) that expands and meshes.
2, the prefabricated component that is made of double-end expansion meshing-body pile extension button according to claim 1 is characterized in that: the engagement chamber (6) of expanding has tapering, and it is big down little that cavity is.
3, the prefabricated component that is made of double-end expansion meshing-body pile extension button according to claim 1 is characterized in that: vertically have 1 or 2 or many guiding wire casing (8) that expands on the wall of the guide channel of the expander of double-end expansion meshing-body (3).
4, the prefabricated component that is made of double-end expansion meshing-body pile extension button according to claim 1 is characterized in that: rise and draw nut (1), double-end expansion meshing-body (3) and the pin (2) that expands to adopt metal or nonmetals to make.
5, the prefabricated component that constitutes by double-end expansion meshing-body pile extension button according to claim 1, it is characterized in that: the end of two prefabricated components that dock is equipped with several respectively and rises to draw nut and rise and draw nut relative, double-end expansion meshing-body expands by the pin that expands respectively and draws in the expansion chamber of nut rising, and finishes docking between prefabricated component and prefabricated component.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNB2005100698777A CN100445475C (en) | 2005-05-17 | 2005-05-17 | Double-end expansion meshing-body pile-connecting fastener and prefab |
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Application Number | Priority Date | Filing Date | Title |
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CNB2005100698777A CN100445475C (en) | 2005-05-17 | 2005-05-17 | Double-end expansion meshing-body pile-connecting fastener and prefab |
Publications (2)
Publication Number | Publication Date |
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CN1676768A CN1676768A (en) | 2005-10-05 |
CN100445475C true CN100445475C (en) | 2008-12-24 |
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CNB2005100698777A Expired - Fee Related CN100445475C (en) | 2005-05-17 | 2005-05-17 | Double-end expansion meshing-body pile-connecting fastener and prefab |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1288088A (en) * | 1969-07-17 | 1972-09-06 | ||
CN2403821Y (en) * | 2000-01-12 | 2000-11-01 | 钟肇鸿 | Fast connector for steel reinforced concrete precast pile |
CN2443997Y (en) * | 2000-10-11 | 2001-08-22 | 钟肇鸿 | Speed joint for pile of steel reinforced concrete |
CN1603352A (en) * | 2002-12-07 | 2005-04-06 | 株洲市九华新材料涂装实业有限公司 | Epoxy modified unsaturated polyester resin special for putty and method for making same |
CN2795287Y (en) * | 2005-05-17 | 2006-07-12 | 周兆弟 | Double head expansion body pile extension and fabricated member |
-
2005
- 2005-05-17 CN CNB2005100698777A patent/CN100445475C/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1288088A (en) * | 1969-07-17 | 1972-09-06 | ||
CN2403821Y (en) * | 2000-01-12 | 2000-11-01 | 钟肇鸿 | Fast connector for steel reinforced concrete precast pile |
CN2443997Y (en) * | 2000-10-11 | 2001-08-22 | 钟肇鸿 | Speed joint for pile of steel reinforced concrete |
CN1603352A (en) * | 2002-12-07 | 2005-04-06 | 株洲市九华新材料涂装实业有限公司 | Epoxy modified unsaturated polyester resin special for putty and method for making same |
CN2795287Y (en) * | 2005-05-17 | 2006-07-12 | 周兆弟 | Double head expansion body pile extension and fabricated member |
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Publication number | Publication date |
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CN1676768A (en) | 2005-10-05 |
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