CN100424275C - Double-end inserting elastic meshing body pile connecting fastener and prefab - Google Patents
Double-end inserting elastic meshing body pile connecting fastener and prefab Download PDFInfo
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- CN100424275C CN100424275C CNB2005100698813A CN200510069881A CN100424275C CN 100424275 C CN100424275 C CN 100424275C CN B2005100698813 A CNB2005100698813 A CN B2005100698813A CN 200510069881 A CN200510069881 A CN 200510069881A CN 100424275 C CN100424275 C CN 100424275C
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- plug
- nut
- double
- prefabricated component
- shifter collar
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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 plug-in type engaging tooth sheath is arranged in an expansion cavity of a tensioning screw nut; a spring is arranged between the outer side of the plug-in type engaging tooth sheath and the wall of the tensioning expansion nut; during butt joint, a double-ended engaging tooth body is inserted into the plug-in type engaging tooth sleeve; under the action of the spring, the double-ended engaging tooth body is engaged with the plug-in type engaging tooth sheath. Both ends of the prefabricated component are respectively provided with a plurality of tensioning expansion screw nuts; set heads arranged at both ends of each of a plurality of longitudinal reinforced bars are respectively clamped on reinforced bar set head clamping platforms in the tensioning expansion screw nuts. Besides, the double-ended engaging tooth body is used for the butt joint of 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 inserting elastic meshing body pile extension button and the prefabricated component thereof with quick grafting expansion pile extension; The 2nd, realization is risen to draw nut and rise and is drawn 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 engaging tooth 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 expansion 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 expansion 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 expansion nut; The 3rd, rise and draw the design of expansion chamber in the expansion nut, the particularly design of plug-in type shifter collar inboard pawl engaging structure in the expansion chamber can form the hook drawknot and close, and----------inserts the plug-in type shifter collar inboard in the suitable tooth that can moment double end be meshed denticle two and the expansion chamber that draws expansion nut that rises by elasticity pawl formation hook draws engagement with the suitable toothing at two in the double end varicosity.2, the design of double end engagement denticle is two of a feature of the present invention, its major function is: the one, the tooth at two in the double end engagement denticle (along tooth engaging conformation) elasticity insert rise draw plug-in type shifter collar in the expansion nut after, can form engagement with the pawl wall of plug-in type shifter collar inboard, being locked in firmly rises draws in the expansion chamber of nut; The 2nd, the engaging tooth at two ends rises to draw in the plug-in type shifter collar in the expansion nut expansion chamber in insertion and can realize the Elastic Meshing butt joint moment in the double end engagement denticle, makes docking between pile tube and pile tube insert the mode that is connected with a joggle with elasticity and finishes.
Technical scheme 1: double-end inserting elastic meshing body pile extension button, plug-in type shifter collar (8) is positioned at the expansion chamber (6) that rises and draw nut (1), plug-in type shifter collar (8) outside and rise to draw between expansion nut (1) wall and be equipped with spring (2), during butt joint, double end engagement denticle (3) inserts between plug-in type shifter collar (8) and under the effect of spring (2), double end engagement denticle (3) and plug-in type shifter collar (8) engagement.
Technical scheme 2: the prefabricated component that constitutes by double-end inserting elastic meshing body pile extension button, prefabricated component (10) two ends are equipped with a plurality of rising respectively and draw expansion 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 expansion nut (1) in the prefabricated component (10), and double end engagement denticle (3) is used for the butt joint between two prefabricated components (10).
Technical scheme 3: prefabricated component that constitutes by double-end inserting elastic meshing body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is equipped with a plurality of rising respectively and draws expansion nut, a plurality of rising on the one prefabricated component end draws the expansion nut mouth to draw the expansion nut mouth relative with a plurality of the rising on another prefabricated component end, double end engagement denticle inserts respectively to rise and draws in the plug-in type shifter collar in the expansion nut and form Elastic Meshing with tooth in the plug-in type shifter collar, finishes docking between prefabricated component and prefabricated component.
Technical scheme 4: the preparation method of the prefabricated component that constitutes by double-end inserting elastic meshing body pile extension button, the two ends of some longitudinal reinforcements are upset into heading and heading and are stuck in just to rise and draw on the heading Ka Tai in the expansion nut in the reinforcing cage, to have rises draws the expansion nut reinforcing cage to put into shaping mould, 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 draws the prefabricated component of expansion nut structure.
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; The 3rd, double-end expansion meshing-body and rising draws in the nut that the expansion hook drawknot that forms closes between the expansion shifter collar in the expansion chamber, has guaranteed the reliable connection between pile tube and pile tube; The 4th, solved the problem that some longitudinal reinforcements in the pile tube can't the standardization longitudinal extension, realized the uniformity of pile tube intensity, pile tube inherent quality; The 5th, reduced the cost of production of pile tube widely, only remove one of tubular pile head end plate, only domestic annual demand is saved about 30 yuan of cost for every more than 100,000,000, can produce unexpected economic benefit and social benefit every year for saving RMB more than 3,000,000,000 yuan; The 6th, start made between pile tube and pile tube, the novel docking structure between precast plate and precast plate, between bridge pier and bridge pier, between electric pole preform rod and preform rod.Be to rise to draw the design of expansion nut and end plate welding connection structure, not only guaranteeing rises draw expansion nut distribute accurately, be convenient between pile tube and pile tube fast, accurately dock, and can be effectively be delivered to the end face of pile tube equably by its end plate with acting on the power of drawing expansion nut of rising, avoid impact force to concentrate, easily cause the deficiency of pile tube breakage.
Description of drawings:
Fig. 1 is the structural representation of double-end inserting elastic meshing body pile extension button.
Fig. 2 rises to draw the structural representation of expansion nut.
Fig. 3 is the structural representation of double end engagement denticle.
Fig. 4 is the end face structure schematic diagram of double end engagement denticle.
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 inserting elastic 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 inserting elastic meshing body pile extension button, plug-in type shifter collar 8 is positioned at the expansion chamber 6 that rises and draw nut 1, plug-in type shifter collar 8 outsides and rise to draw between expansion nut 1 wall and be equipped with spring 2, the general stage clip that adopts, stage clip 2 one ends be positioned at rise draw nut 1 wall mesopore and with rise that the rivet that draws nut cinclides end touches mutually, the other end and the plug-in type shifter collar outside touch mutually, during butt joint, double end engagement denticle 3 inserts 8 of plug-in type shifter collars and under the effect of spring 2, double end engagement denticle 3 and 8 engagements of plug-in type shifter collar are seen accompanying drawing 1.Rise and draw expansion 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 expansion nut 1 of rising is inboard to have reinforced hole 4 for the center of haling at the bottom of screw thread 7, the cap, the periphery of reinforced hole is a reinforcing bar heading card platform 5, Ka Tai and hale between screw thread and to be the engagement chamber 6 of expanding, plug-in type shifter collar 8 is positioned at expansion chamber 6 and the plug-in type shifter collar 8 that draws nut 1 that rise and is the pawl structure, sees 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; Engaging tooth on the wall at double end engagement denticle two ends is suitable toothing and combines with the pawl formation elasticity of drawing plug-in type shifter collar 8 inboards in the expansion nut 1 that rises.Double end engagement denticle 3 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, insert to rise for the ease of 3 moments of double end engagement denticle and draw in the plug-in type shifter collar 8 in the expansion nut, double end is meshed the arm of angle that connects of the end of denticle 3 and outwell a circle, see accompanying drawing 3.Rise and draw nut 1, plug-in type shifter collar 8 and double end engagement denticle 3 to adopt metal or nonmetals to make; 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 inserting elastic meshing body pile extension button, square pipe pile etc.), prefabricated component 10 two ends are equipped with a plurality of rising respectively and draw expansion 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 expansion nut 1 in the prefabricated component 10, and double end engagement denticle 3 is used for the butt joint of 10 of two prefabricated components.(this double end engagement denticle 3 when pile tube dock with pile tube, its double end meshes the insertion of denticle two and rises and draw in the plug-in type shifter collar in the expansion nut 1 in the plug-in type shifter collar that double end engagement denticle 3 Elastic Meshing rising in two prefabricated components 10 drawn expansion nut 1; When pile tube did not dock with pile tube, its double end engagement denticle 3 drew expansion nut 1 to separate with rising, keeping separately).
Embodiment 3: with reference to accompanying drawing 7.On the basis of embodiment 1 and 2, between the pile tube and pile tube that constitutes by double-end inserting elastic meshing body pile extension button, or bridge pier and bridge pier, or the pile extension structure between electric pole and electric pole, the end of two prefabricated components that dock is equipped with a plurality of rising respectively and draws expansion nut, a plurality of rising on the one prefabricated component end draws the expansion nut mouth to draw the expansion nut mouth relative with a plurality of the rising on another prefabricated component end, double end engagement denticle inserts respectively to rise and draws in the plug-in type shifter collar in the expansion nut and form Elastic Meshing with tooth in the plug-in type shifter collar, 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 inserting elastic meshing body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is equipped with a plurality of rising respectively and draws expansion nut, rising on the one prefabricated component end plate draws rising on expansion nut mouth and another prefabricated component end plate to draw the expansion nut mouth relative, in the double end engagement denticle engaging tooth at two respectively elasticity insert to rise and draw in the plug-in type shifter collar in the expansion nut, finish docking between prefabricated component and prefabricated component.
Embodiment 5: the preparation method between the prefabricated component that double-end inserting elastic meshing body pile extension button constitutes and prefabricated component: the two ends of some longitudinal reinforcements are upset into heading and heading and are stuck in just to rise and draw on the heading Ka Tai in the expansion nut in the reinforcing cage, to have rises draws the expansion nut reinforcing cage to put into shaping mould, 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 and draw the prefabricated component of expansion nut structure, double end engaging tooth body and be used for docking between prefabricated component and 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 (2)
1. a double-end inserting elastic meshing body pile extension button draws nut (1) and double end engagement denticle (3) to constitute by rising; The cap mouth that draws nut (1) of rising is inboard to have reinforced hole (4) for the center of haling at the bottom of screw thread (7), the cap, the periphery of reinforced hole (4) is reinforcing bar heading Ka Tai (5), Ka Tai (5) and hale between screw thread (7) and to be expansion chamber (6), expansion chamber (6) has tapering, cavity be big down little; Plug-in type shifter collar (8) is positioned at expansion chamber (6), and plug-in type shifter collar (8) inboard is the pawl structure; Plug-in type shifter collar (8) outside is provided with spring (2) with rising to draw between nut (1) wall, and described spring (2) one ends are arranged in to rise and draw the hole of nut (1) wall and touch mutually with the rivet of described bore ends, touches mutually outside the other end and the plug-in type shifter collar (8); Be on the wall of double end engagement denticle (3) along toothing; During butt joint, double end engagement denticle (3) inserts to rise and draws between plug-in type shifter collar (8) in the nut (1) and under the effect of spring (2) and the pawl Elastic Meshing in the plug-in type shifter collar (8).
2. double-end inserting elastic meshing body pile extension button according to claim 1 is characterized in that: rise and draw nut (1), plug-in type shifter collar (8) and double end engagement denticle (3) to adopt metal or nonmetals to make.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB2005100698813A CN100424275C (en) | 2005-05-17 | 2005-05-17 | Double-end inserting elastic meshing body pile connecting fastener and prefab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNB2005100698813A CN100424275C (en) | 2005-05-17 | 2005-05-17 | Double-end inserting elastic meshing body pile connecting fastener and prefab |
Publications (2)
Publication Number | Publication Date |
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CN1676772A CN1676772A (en) | 2005-10-05 |
CN100424275C true CN100424275C (en) | 2008-10-08 |
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CNB2005100698813A Expired - Fee Related CN100424275C (en) | 2005-05-17 | 2005-05-17 | Double-end inserting elastic meshing body pile connecting fastener and prefab |
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Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102296601A (en) * | 2011-05-28 | 2011-12-28 | 中山市富华管桩有限公司 | Connecting device for PHC (prestressed high-strength concrete) pipe piles |
CN109403320A (en) * | 2018-12-21 | 2019-03-01 | 福建庄金科技有限公司 | A kind of tubular pole with self-locking joint |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1997038173A1 (en) * | 1996-04-09 | 1997-10-16 | Leimet Oy | Clampjoint for concrete piles |
CN2495685Y (en) * | 2001-08-01 | 2002-06-19 | 钟肇鸿 | Quick-action joint for prestressed concrete piles |
CN1603523A (en) * | 2004-11-16 | 2005-04-06 | 周兆弟 | Upper screw lower connecting pile fastener and precast member |
CN2795291Y (en) * | 2005-05-17 | 2006-07-12 | 周兆弟 | Double head insert type spring engaged body pile extension buckle and prefabricated member |
-
2005
- 2005-05-17 CN CNB2005100698813A patent/CN100424275C/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1997038173A1 (en) * | 1996-04-09 | 1997-10-16 | Leimet Oy | Clampjoint for concrete piles |
CN2495685Y (en) * | 2001-08-01 | 2002-06-19 | 钟肇鸿 | Quick-action joint for prestressed concrete piles |
CN1603523A (en) * | 2004-11-16 | 2005-04-06 | 周兆弟 | Upper screw lower connecting pile fastener and precast member |
CN2795291Y (en) * | 2005-05-17 | 2006-07-12 | 周兆弟 | Double head insert type spring engaged body pile extension buckle and prefabricated member |
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Publication number | Publication date |
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CN1676772A (en) | 2005-10-05 |
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Granted publication date: 20081008 Termination date: 20170517 |