CN103774642B - Stake syndeton and stake - Google Patents
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- CN103774642B CN103774642B CN201410017260.XA CN201410017260A CN103774642B CN 103774642 B CN103774642 B CN 103774642B CN 201410017260 A CN201410017260 A CN 201410017260A CN 103774642 B CN103774642 B CN 103774642B
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- 238000003466 welding Methods 0.000 claims abstract description 13
- 230000011218 segmentation Effects 0.000 claims 12
- 125000006850 spacer group Chemical group 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 9
- 230000007797 corrosion Effects 0.000 abstract description 8
- 238000005260 corrosion Methods 0.000 abstract description 8
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000005452 bending Methods 0.000 description 10
- 239000011513 prestressed concrete Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
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Abstract
Description
技术领域 technical field
本发明涉及建筑构件技术领域,特别是涉及一种桩连接结构及桩。 The invention relates to the technical field of building components, in particular to a pile connection structure and piles.
背景技术 Background technique
现在市面上的桩连接结构一般是通过焊接的方式将上端板和下端板连接起来。这种将上端板和下端板焊接连接的方式抗剪切、抗拉拔、抗弯折能力差,同时因为裸露在外,焊接处容易被腐蚀。再者,焊接连接对施工工人的技术要求高,同时需要施工工人的高劳动强度工作,生产效率低下。 The pile connection structure currently on the market generally connects the upper end plate and the lower end plate by welding. This method of welding the upper end plate and the lower end plate has poor resistance to shearing, pulling, and bending, and at the same time, the weld is easily corroded because it is exposed. Furthermore, welded connections have high technical requirements for construction workers, and at the same time require high labor-intensive work for construction workers, resulting in low production efficiency.
发明内容 Contents of the invention
基于此,有必要针对现有技术缺陷,提供一种抗剪切、抗拉拔、抗弯折能力和抗腐蚀能力强,同时减少使用电焊、降低施工工人的技术要求和降低工人劳动强度的桩连接结构和桩。 Based on this, it is necessary to address the defects of the existing technology to provide a pile with strong shear resistance, pull resistance, bending resistance and corrosion resistance, while reducing the use of electric welding, reducing the technical requirements of construction workers and reducing the labor intensity of workers. Connect structures and piles.
其技术方案如下。 Its technical scheme is as follows.
一种桩连接结构,包括内箍件、设置在内箍件外表面对该内箍件进行紧箍的外套箍和端面相接的第一端板、第二端板,所述内箍件设置有第一卡槽,所述第一端板、第二端板形成卡件,所述卡件卡设于所述第一卡槽内。本技术方案桩连接结构通过在内箍件内侧设置第一凹槽,使得第一端板和第二端板所形成的卡件卡设在第一凹槽内对第一端板和第二端板进行紧固,增强桩连接结构的抗剪能力。在内箍件的外表面上设置有对其紧箍的外套箍,使得桩连接结构的抗弯折、抗拉拔能力强。再者,由于内箍件将由第一端板和第二端板形成卡件包裹在其第一卡槽内,使得其抗腐蚀能力强,进一步,由于采用机械连接代替了传统上的焊接,降低施工工人的技术要求和降低工人劳动强度。 A pile connection structure, comprising an inner hoop, an outer hoop arranged on the outer surface of the inner hoop to tighten the inner hoop, and a first end plate and a second end plate whose ends are connected, the inner hoop is set There is a first card slot, the first end plate and the second end plate form a clip, and the clip is clipped in the first clip slot. The pile connection structure of this technical solution is provided with a first groove inside the inner hoop, so that the clip formed by the first end plate and the second end plate is clamped in the first groove to the first end plate and the second end. The slab is fastened to enhance the shear resistance of the pile connection structure. The outer surface of the inner hoop is provided with an outer hoop to tighten it, so that the pile connection structure has strong bending resistance and pullout resistance. Furthermore, since the inner hoop wraps the clamp formed by the first end plate and the second end plate in its first clamping groove, its corrosion resistance is strong, and further, due to the use of mechanical connection instead of traditional welding, it reduces The technical requirements of construction workers and reduce the labor intensity of workers.
在其中一个实施例中,所述外套箍设置有第一连接孔,所述内箍件设置有与第一连接孔相对应的第二连接孔,所述第一连接孔、第二连接孔通过螺纹连接或通过铆钉铆接。外套箍和内箍件通过螺纹连接或者铆接相互锁紧对第一端板和第二端板进行紧箍,增强桩连接结构的抗剪切、抗拉拔、抗弯折能力。 In one of the embodiments, the outer ferrule is provided with a first connection hole, and the inner ferrule is provided with a second connection hole corresponding to the first connection hole, and the first connection hole and the second connection hole pass through Screwed or riveted with rivets. The outer hoop and the inner hoop are screwed or riveted to lock the first end plate and the second end plate to tighten the first end plate and the second end plate, so as to enhance the anti-shearing, anti-drawing, and anti-bending capabilities of the pile connection structure.
在其中一个实施例中,包括至少两个外套箍,所述外套箍并列设置与所述内箍件的外表面上,所述第一连接孔错位设置。桩连接结构包括至少两个外套箍,两个或两个以上的外套箍分层并列设置在内箍件的外表面上,增强抗剪切能力,提高安全系数。同时设置在第一个外套箍上的第一连接孔和设置在第二个外套箍上的第一连接孔错位设置,增强整体强度。 In one embodiment, at least two outer hoops are included, and the outer hoops are arranged side by side on the outer surface of the inner hoop, and the first connecting holes are arranged in a dislocation manner. The pile connection structure includes at least two outer hoops, and two or more outer hoops are layered and arranged side by side on the outer surface of the inner hoop to enhance the shear resistance and improve the safety factor. At the same time, the first connecting hole provided on the first outer hoop and the first connecting hole arranged on the second outer hoop are misplaced to enhance the overall strength.
在其中一个实施例中,所述内箍件的外表面上设置有第二卡槽,所述外套箍设置于所述第二卡槽内。外套箍设置在内箍件外表面上第二卡槽内,使得内箍件表面没有明显突起,安装时容易定位,同时增强整体强度。 In one of the embodiments, a second clamping groove is provided on the outer surface of the inner ferrule, and the outer ferrule is disposed in the second clamping groove. The outer hoop is arranged in the second groove on the outer surface of the inner hoop, so that there is no obvious protrusion on the surface of the inner hoop, which is easy to locate during installation and enhances the overall strength at the same time.
在其中一个实施例中,所述内箍件包括至少两个内箍件分段,相邻的内箍件分段之间具有第一连接口。内箍件为分段式设计,具有至少两个内箍件分段,内箍件分段设置,在方便安装的同时增强桩连接结构的抗拉拔、抗弯折能力。 In one of the embodiments, the inner hoop includes at least two inner hoop segments, and there is a first connection port between adjacent inner hoop segments. The inner hoop is designed in segments, with at least two inner hoop segments, and the inner hoops are arranged in segments, which facilitates installation and enhances the tensile and bending resistance of the pile connection structure.
在其中一个实施例中,所述外套箍包括至少两个外套箍分段,相邻的外套箍分段之间具有第二连接口,所述第一连接口与第二连接口相互错开,所述外套箍分段覆盖所述第一连接口。外套箍为分段式设计,具有至少两个外套箍分段,外套箍分段设置,在方便安装的同时增强桩连接结构的剪切能力。同时,第一连接口和第二连接口相互错开,而且外套箍分段覆盖第一连接口,在增强桩连接结构的整体强度的同时增强其防腐蚀能力。 In one of the embodiments, the outer jacket includes at least two outer jacket segments, and there is a second connection port between adjacent outer jacket segments, and the first connection port and the second connection port are staggered from each other, so The outer ferrule covers the first connection port in sections. The outer collar is designed in sections, with at least two outer collar segments, and the outer collar is arranged in sections, which facilitates installation and enhances the shearing capacity of the pile connection structure. At the same time, the first connection port and the second connection port are staggered from each other, and the outer collar covers the first connection port in sections, so as to enhance the overall strength of the pile connection structure and enhance its corrosion resistance.
在其中一个实施例中,所述内箍件分段靠近第一连接口的一端设置有限位销,所述外套箍设置有与该限位销相配合的限位销孔,限位销穿过限位销孔将相邻的内箍件分段进行紧固。相邻的内箍件分段在靠近第一连接口的一端都设置有限位销,限位销穿过限位销孔将相邻的内箍件分段进行紧固,使得其具有良好的一体性。 In one of the embodiments, a limit pin is provided at one end of the inner ferrule segment near the first connection port, and a limit pin hole is provided on the outer ferrule to match the limit pin, and the limit pin passes through The limit pin holes fasten the adjacent inner hoop pieces in sections. Adjacent inner hoop segments are provided with limit pins at the end close to the first connection port, and the limit pins pass through the limit pin holes to fasten the adjacent inner hoop segments so that they have good integration sex.
在其中一个实施例中,以第一端板与第二端板相互靠近的一端为相接端,所述第一端板的相接端的外沿设置第一坡口,所述第二端板的相接端的外沿设置第二坡口,所述第一坡口、第二坡口焊接连接。第一端板和第二端板先在其相接端面的外沿进行焊接,之后再通过内箍件和外套箍进行紧箍,既使用机械连接的同时又使用焊接连接,形成保险,提高桩连接结构的安全系数。 In one of the embodiments, the end where the first end plate and the second end plate are close to each other is used as the connecting end, the outer edge of the connecting end of the first end plate is provided with a first bevel, and the second end plate The outer edge of the connecting end is provided with a second groove, and the first groove and the second groove are connected by welding. The first end plate and the second end plate are firstly welded on the outer edge of their joint end faces, and then tightened by the inner hoop and the outer hoop. Both mechanical connection and welding connection are used to form insurance and improve the height of the pile. The factor of safety of the connected structure.
本技术方案还提供给了一种桩,包括至少两个首尾相接的桩柱,第一个桩柱通过桩连接结构与第二个桩柱相连接,所述桩连接结构包括内箍件、设置在内箍件外表面对该内箍件进行紧箍的外套箍和端面相接的第一端板、第二端板,所述内箍件设置有第一卡槽,所述第一端板、第二端板形成卡件,所述卡件卡设于所述第一卡槽内。本技术方案桩连接结构通过在内箍件内侧设置第一凹槽,使得第一端板和第二端板所形成的卡件卡设在第一凹槽内对第一端板和第二端板进行紧固,增强桩连接结构的抗剪能力。在内箍件的外表面上设置有对其紧箍的外套箍,使得桩连接结构的抗弯折、抗拉拔能力强。再者,由于内箍件将由第一端板和第二端板形成卡件包裹在其第一卡槽内,使得其抗腐蚀能力强,进一步,由于采用机械连接代替了传统上的焊接,降低施工工人的技术要求和降低工人劳动强度。 The technical solution also provides a pile, including at least two piles connected end to end, the first pile is connected to the second pile through a pile connection structure, and the pile connection structure includes an inner hoop, The outer surface of the inner hoop is provided on the outer surface of the inner hoop to tighten the inner hoop and the first end plate and the second end plate whose end faces meet, the inner hoop is provided with a first card slot, and the first end The plate and the second end plate form a clip, and the clip is clipped in the first clip slot. The pile connection structure of this technical solution is provided with a first groove inside the inner hoop, so that the clip formed by the first end plate and the second end plate is clamped in the first groove to the first end plate and the second end. The slab is fastened to enhance the shear resistance of the pile connection structure. The outer surface of the inner hoop is provided with an outer hoop to tighten it, so that the pile connection structure has strong bending resistance and pullout resistance. Furthermore, since the inner hoop wraps the clamp formed by the first end plate and the second end plate in its first clamping groove, its corrosion resistance is strong, and further, due to the use of mechanical connection instead of traditional welding, it reduces The technical requirements of construction workers and reduce the labor intensity of workers.
在其中一个实施例中,所述第一端板与第一个桩柱为一体成型,所述第二端板与第二个桩柱为一体成型。同时,内箍件和外套箍的形状与桩柱的截面相匹配,使得本技术方案桩连接结构适合于任何具有端板的预制桩,包括预应力混凝土管桩、预应力混凝土空心方桩和混凝土实心方桩等。 In one embodiment, the first end plate is integrally formed with the first pile, and the second end plate is integrally formed with the second pile. At the same time, the shape of the inner hoop and outer hoop matches the section of the pile, making the pile connection structure of this technical scheme suitable for any prefabricated piles with end plates, including prestressed concrete pipe piles, prestressed concrete hollow square piles and concrete Solid square piles, etc.
下面对本技术方案的优点或原理进行说明。 The advantages or principles of the technical solution will be described below.
本技术方案桩连接结构通过在内箍件内侧设置第一凹槽,使得第一端板和第二端板所形成的卡件卡设在第一凹槽内对第一端板和第二端板进行紧固,增强桩连接结构的抗剪能力。在内箍件的外表面上设置有对其紧箍的外套箍,使得桩连接结构的抗弯折、抗拉拔能力强。再者,由于内箍件将由第一端板和第二端板形成卡件包裹在其第一卡槽内,使得其抗腐蚀能力强,进一步,由于采用机械连接代替了传统上的焊接,降低施工工人的技术要求和降低工人劳动强度。 The pile connection structure of this technical solution is provided with a first groove inside the inner hoop, so that the clip formed by the first end plate and the second end plate is clamped in the first groove to the first end plate and the second end. The slab is fastened to enhance the shear resistance of the pile connection structure. The outer surface of the inner hoop is provided with an outer hoop to tighten it, so that the pile connection structure has strong bending resistance and pullout resistance. Furthermore, since the inner hoop wraps the clamp formed by the first end plate and the second end plate in its first clamping groove, its corrosion resistance is strong, and further, due to the use of mechanical connection instead of traditional welding, it reduces The technical requirements of construction workers and reduce the labor intensity of workers.
附图说明 Description of drawings
图1为本发明实施所述桩连接结构的结构分解视图; Fig. 1 is the structural exploded view that the present invention implements described pile connecting structure;
图2为本发明实施所述桩连接结构的结构示意图; Fig. 2 is the structural representation of implementing described pile connection structure of the present invention;
图3为本发明实施所述具有两个外套箍的桩连接结构的结构分解视图; Fig. 3 is the exploded view of the structure of the pile connection structure with two outer collars according to the implementation of the present invention;
图4为本发明实施所述具有两个外套箍的桩连接结构的结构示意图; Fig. 4 is a schematic structural view of the pile connection structure with two outer collars implemented in the present invention;
图5为本发明实施所述具有三个外套箍的桩连接结构的结构分解视图; Fig. 5 is a structural exploded view of the pile connection structure with three outer collars implemented in the present invention;
图6为本发明实施所述具有三个外套箍的桩连接结构的结构示意; Fig. 6 is a structural representation of the pile connection structure with three outer collars according to the implementation of the present invention;
图7为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 7 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图8为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 8 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图9为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 9 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图10为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 10 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图11为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 11 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图12为本发明实施例所述内箍件和外套箍的一结构示意图; Fig. 12 is a schematic structural view of the inner hoop and the outer hoop according to the embodiment of the present invention;
图13为本发明实施例所述第一端板和第二端板的结构示意图; Fig. 13 is a schematic structural view of the first end plate and the second end plate according to the embodiment of the present invention;
图14为本发明实施所述具有限位销的内箍件和具有限位销孔的外套箍的结构示意图; Fig. 14 is a structural schematic diagram of the inner hoop with a limit pin and the outer hoop with a limit pin hole according to the implementation of the present invention;
附图标记说明: Explanation of reference signs:
10、第一个桩柱,20、第一端板,210、第一坡口,30、第二个桩柱,40、第二端板,410、第二坡口,50、内箍件,510、第一卡槽,520、第二卡槽,530、内箍件分段,540、开口,550、限位销,60、外套箍,610、外套箍分段,620、限位销孔。 10, the first pile, 20, the first end plate, 210, the first groove, 30, the second pile, 40, the second end plate, 410, the second groove, 50, the inner hoop, 510, the first card slot, 520, the second card slot, 530, the segment of the inner hoop, 540, the opening, 550, the limit pin, 60, the outer hoop, 610, the segment of the outer hoop, 620, the hole of the limit pin .
具体实施方式 detailed description
下面结合附图对本发明实施例进行详细的说明。 Embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings.
请参照图1至2。桩连接结构设置在相邻的桩柱之间,将多段桩柱首尾相接形成工程建设中所使用的桩。桩连接结构包括内箍件、设置在内箍件50外表面对该内箍件50进行紧箍的外套箍60和端面相接的第一端板20、第二端板40。第一端板20与第一个桩柱10为一体成型,第二端板40与第二个桩柱30也为一体成型的,内箍件50、外套件、第一端板20和第二端板40的形状与桩柱的截面相匹配,使得桩连接结构适合于任何具有端板的预制桩,包括预应力混凝土管桩、预应力混凝土空心方桩和混凝土实心方桩等。 Please refer to Figures 1 to 2. The pile connection structure is arranged between adjacent piles, and the piles used in engineering construction are formed by connecting the piles of multiple sections end to end. The pile connection structure includes an inner hoop, an outer hoop 60 arranged on the outer surface of the inner hoop 50 to tighten the inner hoop 50 , and a first end plate 20 and a second end plate 40 connected to each other. The first end plate 20 is integrally formed with the first pile 10, the second end plate 40 is also integrally formed with the second pile 30, the inner hoop 50, the outer sleeve, the first end plate 20 and the second The shape of the end plate 40 matches the section of the pile, so that the pile connection structure is suitable for any prefabricated piles with end plates, including prestressed concrete pipe piles, prestressed concrete hollow square piles and concrete solid square piles.
内箍件50的内侧开设有第一卡槽510。第一端板20和第二端板40端面相接,其两者相互重叠形成卡件,卡件卡设于所述第一卡槽510内,第一卡槽510对第一端板20和第二端板40进行连接紧固。所述外套箍60设置有第一连接孔,所述内箍件50设置有与第一连接孔相对应的第二连接孔,所述第一连接孔、第二连接孔通过螺纹连接或通过铆钉铆接将内箍件50和外套箍60进行紧箍。当然,内箍件50和外套箍60为嵌套配合,其两者为过盈配合或间隙配合,这时其两者上都没设置有孔。 A first locking slot 510 is defined inside the inner hoop 50 . The end faces of the first end plate 20 and the second end plate 40 are connected, and the two overlap each other to form a clamp, and the clamp is clamped in the first clamping groove 510, and the first clamping groove 510 is opposite to the first end plate 20 and the first clamping groove 510. The second end plate 40 is connected and fastened. The outer ferrule 60 is provided with a first connecting hole, and the inner ferrule 50 is provided with a second connecting hole corresponding to the first connecting hole, and the first connecting hole and the second connecting hole are connected by threads or by rivets The inner hoop 50 and the outer hoop 60 are tightened by riveting. Certainly, the inner ferrule 50 and the outer ferrule 60 are nested fit, and both are interference fit or clearance fit, and at this time, neither of them is provided with a hole.
在本实施例中,只设置有一个外套箍60,外套箍60管包裹在内箍件50的外表面上对内箍件50进行紧固。在另一实施例中,桩连接结构包括至少两个外套箍60,所述外套箍60并列设置与所述内箍件50的外表面上,所述第一连接孔错位设置。所述内箍件50的外表面上设置有第二卡槽520,所述外套箍60设置于所述第二卡槽520内,请参考图5至图6。在其他实施例中,具有两个外套箍60和两个第二卡槽520,两个第二卡槽520分别设置在内箍件50外表面的上边沿和下边缘,外套箍60嵌入第二卡槽520内对内箍件50进行紧固,请参考图3至图4。 In this embodiment, only one outer hoop 60 is provided, and the outer hoop 60 wraps the outer surface of the inner hoop 50 to fasten the inner hoop 50 . In another embodiment, the pile connection structure includes at least two outer ferrules 60 , the outer ferrules 60 are arranged side by side on the outer surface of the inner ferrule 50 , and the first connection holes are arranged in dislocation. A second clamping groove 520 is disposed on the outer surface of the inner ferrule 50 , and the outer ferrule 60 is disposed in the second clamping groove 520 , please refer to FIG. 5 to FIG. 6 . In other embodiments, there are two outer hoops 60 and two second slots 520, the two second slots 520 are respectively set on the upper edge and the lower edge of the outer surface of the inner hoop 50, and the outer hoop 60 is inserted into the second The inner hoop 50 is fastened in the clamping groove 520 , please refer to FIG. 3 to FIG. 4 .
在本实施例中,所述内箍件50包括至少两个内箍件分段530,相邻的内箍件分段530之间具有第一连接口。所述外套箍60包括至少两个外套箍分段610,相邻的外套箍分段610之间具有第二连接口,所述第一连接口与第二连接口相互错开,所述外套箍分段610覆盖所述第一连接口。内箍件50和外套箍60都可为一体式设计或分段式设计。当外套箍60为整体式设计时,外套箍60上可设置开口540,如这时内箍件50采取分段式设计时,内箍件分段530之间的第一连接口需与外套箍60上的开口540错开。内箍件50和外套箍60均可采用等份分段或不等份分段。第一连接口、第二连接口和开口540都可以采取焊接连接,以增加安全系数。 In this embodiment, the inner hoop 50 includes at least two inner hoop segments 530 , and there is a first connecting port between adjacent inner hoop segments 530 . The outer hoop 60 includes at least two outer hoop segments 610, and there is a second connection port between adjacent outer hoop segments 610, the first connection port and the second connection port are staggered from each other, and the outer hoop segments Section 610 covers the first connection port. Both the inner hoop 50 and the outer hoop 60 can be designed in one piece or segmented. When the outer hoop 60 is an integral design, an opening 540 can be provided on the outer hoop 60. If the inner hoop 50 adopts a segmented design, the first connecting port between the inner hoop segments 530 needs to be connected with the outer hoop. The openings 540 on the 60 are staggered. Both the inner hoop 50 and the outer hoop 60 can be divided into equal sections or unequal sections. The first connection port, the second connection port and the opening 540 can all be welded to increase the safety factor.
请参详附图14。内箍件分段530靠近第一连接口的一端设置有限位销550,外套箍60设置有与该限位销550相配合的限位销孔620,限位销550穿过限位销孔620将相邻的内箍件分段530进行紧固。内箍件50、外套箍60、第一端板20和第二端板40的形状与桩柱的截面相匹配,使得桩连接结构适合于任何具有端板的预制桩,包括预应力混凝土管桩、预应力混凝土空心方桩和混凝土实心方桩等,附图7至9为本实施例桩连接结构应用于圆柱桩时内箍件50和外套箍60的几种设置形式。附图10至12为本实施例桩连接结构应用于方桩时内箍件50和外套箍60的几种设置形式。 Please refer to accompanying drawing 14 for details. One end of the inner hoop segment 530 near the first connection port is provided with a limit pin 550, and the outer hoop 60 is provided with a limit pin hole 620 matched with the limit pin 550, and the limit pin 550 passes through the limit pin hole 620 Adjacent inner hoop segments 530 are fastened. The inner ferrule 50, the outer ferrule 60, the first end plate 20 and the second end plate 40 are shaped to match the section of the pile so that the pile connection structure is suitable for any prefabricated pile with end plates, including prestressed concrete pipe piles , prestressed concrete hollow square piles and concrete solid square piles, etc. Figures 7 to 9 show several arrangements of the inner hoop 50 and the outer hoop 60 when the pile connection structure of this embodiment is applied to cylindrical piles. Accompanying drawings 10 to 12 are several arrangement forms of the inner hoop 50 and the outer hoop 60 when the pile connection structure of this embodiment is applied to square piles.
进一步地,请参详图13。以第一端板20与第二端板40相互靠近的一端为相接端,所述第一端板20的相接端的外沿设置第一坡口210,所述第二端板40的相接端的外沿设置第二坡口410,所述第一坡口210、第二坡口410焊接连接。 Further, please refer to FIG. 13 for details. Take the end where the first end plate 20 and the second end plate 40 are close to each other as the connecting end, the outer edge of the connecting end of the first end plate 20 is provided with a first groove 210, and the opposite end of the second end plate 40 A second groove 410 is provided on the outer edge of the connecting end, and the first groove 210 and the second groove 410 are connected by welding.
在安装时,先将第一端板20和第二端板40端面相接,将第一坡口210、第二坡口410焊接使得第一端板20和第二端板40连接紧固。再将内箍件分段530的第一卡槽510卡合第一端板20和第二端板40形成的卡件,使得第一端板20和第二端板40相互连接紧固。安装外套箍60,将内箍件分段530的限位销插进外套箍60的限位销孔620中,再将第一连接孔、第二连接孔通过螺纹连接或通过铆钉铆接将内箍件50和外套箍60相互紧固。 During installation, the end surfaces of the first end plate 20 and the second end plate 40 are first connected, and the first groove 210 and the second groove 410 are welded so that the first end plate 20 and the second end plate 40 are fastened. Then, the first clamping groove 510 of the inner hoop segment 530 is engaged with the clamp formed by the first end plate 20 and the second end plate 40 , so that the first end plate 20 and the second end plate 40 are fastened to each other. Install the outer ferrule 60, insert the limit pin of the inner ferrule section 530 into the limit pin hole 620 of the outer ferrule 60, and then connect the first connecting hole and the second connecting hole by screwing or riveting the inner ferrule The member 50 and the outer ferrule 60 are fastened to each other.
下面结合附图对本发明实施例的或原理进行说明。 Embodiments or principles of the present invention will be described below in conjunction with the accompanying drawings.
1、本实施例桩连接结构通过在内箍件50内侧设置第一凹槽,使得第一端板20和第二端板40所形成的卡件卡设在第一凹槽内对第一端板20和第二端板40进行紧固,增强桩连接结构的抗剪能力。在内箍件50的外表面上设置有对其紧箍的外套箍60,使得桩连接结构的抗弯折、抗拉拔能力强。再者,由于内箍件50将由第一端板20和第二端板40形成卡件包裹在其第一卡槽510内,使得其抗腐蚀能力强,进一步,由于采用机械连接代替了传统上的焊接,降低施工工人的技术要求和降低工人劳动强度。 1. The pile connection structure of this embodiment sets the first groove inside the inner hoop 50, so that the clip formed by the first end plate 20 and the second end plate 40 is clamped in the first groove and opposite to the first end. The plate 20 and the second end plate 40 are fastened to enhance the shear resistance of the pile connection structure. The outer surface of the inner hoop 50 is provided with an outer hoop 60 tightening it, so that the pile connection structure has strong bending and pulling resistance. Furthermore, since the inner hoop 50 wraps the clamp formed by the first end plate 20 and the second end plate 40 in its first clamping groove 510, its corrosion resistance is strong, and further, due to the use of mechanical connection instead of the traditional Welding can reduce the technical requirements of construction workers and reduce the labor intensity of workers.
2、外套箍60和内箍件50通过螺纹连接或者铆接相互锁紧对第一端板20和第二端板40进行紧箍,增强桩连接结构的抗剪切、抗拉拔、抗弯折能力。 2. The outer hoop 60 and the inner hoop 50 are locked to each other through threaded connection or riveting to tighten the first end plate 20 and the second end plate 40 to enhance the shear resistance, pull resistance and bending resistance of the pile connection structure ability.
3、桩连接结构包括至少两个外套箍60,两个或两个以上的外套箍60分层并列设置在内箍件50的外表面上,增强抗剪切能力,提高安全系数。同时设置在第一个外套箍60上的第一连接孔和设置在第二个外套箍60上的第一连接孔错位设置,增强整体强度。 3. The pile connection structure includes at least two outer hoops 60, and two or more outer hoops 60 are layered and arranged side by side on the outer surface of the inner hoop 50 to enhance the shear resistance and improve the safety factor. At the same time, the first connection hole provided on the first outer ferrule 60 and the first connection hole provided on the second outer ferrule 60 are misaligned to enhance the overall strength.
4、外套箍60设置在内箍件50外表面上第二卡槽520内,使得内箍件50表面没有明显突起,安装时容易定位,同时增强整体强度。 4. The outer hoop 60 is arranged in the second groove 520 on the outer surface of the inner hoop 50, so that there is no obvious protrusion on the surface of the inner hoop 50, which is easy to locate during installation and enhances the overall strength at the same time.
5、内箍件50为分段式设计,具有至少两个内箍件分段530,内箍件50分段设置,在方便安装的同时增强桩连接结构的抗拉拔、抗弯折能力。 5. The inner hoop 50 is designed in sections, and has at least two inner hoop sections 530. The inner hoop 50 is arranged in sections, which facilitates installation and enhances the tensile and bending resistance of the pile connection structure.
6、外套箍60为分段式设计,具有至少两个外套箍分段610,外套箍分段610设置,在方便安装的同时增强桩连接结构的剪切能力。同时,第一连接口和第二连接口相互错开,而且外套箍分段610覆盖第一连接口,在增强桩连接结构的整体强度的同时增强其防腐蚀能力。 6. The outer collar 60 is designed in sections, and has at least two outer collar sections 610. The outer collar sections 610 are arranged to facilitate installation and enhance the shear capacity of the pile connection structure. At the same time, the first connection port and the second connection port are staggered from each other, and the outer ferrule segment 610 covers the first connection port, so as to enhance the overall strength of the pile connection structure and enhance its corrosion resistance.
7、相邻的内箍件分段530在靠近第一连接口的一端都设置有限位销,限位销550穿过限位销孔620将相邻的内箍件分段530进行紧固,使得其具有良好的一体性。 7. The adjacent inner hoop segments 530 are provided with limit pins at one end close to the first connection port, and the limit pins 550 pass through the limit pin holes 620 to fasten the adjacent inner hoop segments 530, make it have good integrity.
8、第一端板20和第二端板40先在其相接端面的外沿进行焊接,之后再通过内箍件50和外套箍进行紧箍,既使用机械连接的同时又使用焊接连接,形成保险,提高桩连接结构的安全系数。 8. The first end plate 20 and the second end plate 40 are first welded on the outer edge of their joint end faces, and then tightened by the inner hoop 50 and the outer hoop, using both mechanical connection and welding connection, Form insurance and improve the safety factor of the pile connection structure.
9、同时,内箍件50和外套箍的形状与桩柱的截面相匹配,使得本技术方案桩连接结构适合于任何具有端板的预制桩,包括预应力混凝土管桩、预应力混凝土空心方桩和混凝土实心方桩等。 9. At the same time, the shape of the inner ferrule 50 and the outer ferrule matches the cross-section of the pile, so that the pile connection structure of this technical scheme is suitable for any prefabricated piles with end plates, including prestressed concrete pipe piles, prestressed concrete hollow square piles, etc. Pile and concrete solid square pile etc.
以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对本发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。 The above-mentioned embodiments only express several implementation modes of the present invention, and the description thereof is relatively specific and detailed, but should not be construed as limiting the patent scope of the present invention. It should be pointed out that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention.
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| CN104452743A (en) * | 2014-10-08 | 2015-03-25 | 威海齐德新型建材有限公司 | Ordinary deformed steel bar prefabricated square pile and connecting method |
| CN104889642B (en) * | 2015-05-22 | 2017-01-18 | 南通中远船务工程有限公司 | Folding positioning device and method for pile leg |
| CN110805033B (en) * | 2019-11-13 | 2021-05-04 | 华川建设集团有限公司 | Pipe pile structure and its construction method |
| CN112459052A (en) * | 2020-10-21 | 2021-03-09 | 中国一冶集团有限公司 | Pile extension device for prestressed concrete solid square pile |
| CN112921960B (en) * | 2021-02-06 | 2022-07-12 | 广东三和管桩股份有限公司 | Supporting pile, foundation pit retaining wall, pile splicing structure, guide frame and construction method of guide frame |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3748126B2 (en) * | 1995-06-15 | 2006-02-22 | 旭化成建材株式会社 | Pile joint structure |
| CN102352624A (en) * | 2011-09-26 | 2012-02-15 | 浙江中淳新材料股份有限公司 | Pile splicing structure for precast piles |
| CN202466576U (en) * | 2012-02-28 | 2012-10-03 | 上海中技桩业股份有限公司 | Mechanical connecting device of prestressed reinforced concrete anti-pulling hollow pile |
| CN103184735A (en) * | 2013-03-27 | 2013-07-03 | 上海中技桩业股份有限公司 | Connection structure of prestressed reinforced concrete hollow square pile |
| CN203668915U (en) * | 2014-01-14 | 2014-06-25 | 钟智谦 | Pile connecting structure and pile |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3318419B2 (en) * | 1993-12-27 | 2002-08-26 | シントク工業株式会社 | Pile joint structure |
| JPH1193158A (en) * | 1997-07-22 | 1999-04-06 | Tenox Corp | Joint structure and joint method for cylindrical existing pile member |
| JP5892439B2 (en) * | 2011-12-19 | 2016-03-23 | 日本ヒューム株式会社 | Pile-free welded joint |
-
2014
- 2014-01-14 CN CN201410017260.XA patent/CN103774642B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3748126B2 (en) * | 1995-06-15 | 2006-02-22 | 旭化成建材株式会社 | Pile joint structure |
| CN102352624A (en) * | 2011-09-26 | 2012-02-15 | 浙江中淳新材料股份有限公司 | Pile splicing structure for precast piles |
| CN202466576U (en) * | 2012-02-28 | 2012-10-03 | 上海中技桩业股份有限公司 | Mechanical connecting device of prestressed reinforced concrete anti-pulling hollow pile |
| CN103184735A (en) * | 2013-03-27 | 2013-07-03 | 上海中技桩业股份有限公司 | Connection structure of prestressed reinforced concrete hollow square pile |
| CN203668915U (en) * | 2014-01-14 | 2014-06-25 | 钟智谦 | Pile connecting structure and pile |
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