CN114002032B - A sample preparation device for circular occlusal piles - Google Patents
A sample preparation device for circular occlusal piles Download PDFInfo
- Publication number
- CN114002032B CN114002032B CN202111289997.3A CN202111289997A CN114002032B CN 114002032 B CN114002032 B CN 114002032B CN 202111289997 A CN202111289997 A CN 202111289997A CN 114002032 B CN114002032 B CN 114002032B
- Authority
- CN
- China
- Prior art keywords
- arc
- circular
- cylinder
- shaped
- piles
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000002360 preparation method Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 104
- 239000010959 steel Substances 0.000 claims abstract description 104
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims description 11
- 235000013372 meat Nutrition 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000005070 sampling Methods 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 9
- 238000012360 testing method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000011160 research Methods 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000010921 in-depth analysis Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/286—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q involving mechanical work, e.g. chopping, disintegrating, compacting, homogenising
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/36—Embedding or analogous mounting of samples
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/36—Embedding or analogous mounting of samples
- G01N2001/366—Moulds; Demoulding
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Immunology (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Pathology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本发明公开了一种圆形咬合桩的制样装置，包括底座、内筒、外筒和多个钢管，所述底座包括底板，所述内筒和所述外筒分别固定设置在所述底板上，所述内筒与所述外筒同轴，所述内筒与所述外筒之间的空腔的形状、大小与要制样的圆形咬合桩的形状、大小分别相同，所述钢管与所述圆形咬合桩中的钢筋混凝土桩一一对应，所述钢管插设在所述空腔中，所述钢管的位置与对应的钢筋混凝土桩的位置相同。本发明能够实现完整的圆形咬合桩的制样。
The invention discloses a sample preparation device for a circular occlusal pile, which comprises a base, an inner cylinder, an outer cylinder and a plurality of steel pipes, the base includes a bottom plate, and the inner cylinder and the outer cylinder are respectively fixedly arranged on the bottom plate Above, the inner cylinder is coaxial with the outer cylinder, the shape and size of the cavity between the inner cylinder and the outer cylinder are the same as the shape and size of the circular occlusal pile to be sampled, and the The steel pipes are in one-to-one correspondence with the reinforced concrete piles in the circular occlusal piles, the steel pipes are inserted in the cavity, and the positions of the steel pipes are the same as those of the corresponding reinforced concrete piles. The invention can realize the sample preparation of a complete circular occlusal pile.
Description
技术领域technical field
本发明涉及咬合桩室内试验技术领域，特别是涉及一种圆形咬合桩的制样装置。The invention relates to the technical field of indoor tests of occlusal piles, in particular to a sample preparation device for circular occlusal piles.
背景技术Background technique
咬合桩是荤桩与素桩互相咬合排列形成的一种基坑围护结构，具有良好的支护与防渗作用。其中，圆形咬合桩在基坑开挖时能够产生“土拱效应”，充分调动土体的自稳能力，从而减少咬合桩受到的土压力，达到较好的变形控制效果。因此，圆形咬合桩在工程实践中被越来越多的使用。The occlusal pile is a foundation pit enclosure structure formed by the interlocking arrangement of meat piles and plain piles, which has good support and anti-seepage effects. Among them, the circular occlusal pile can produce a "soil arch effect" during the excavation of the foundation pit, which can fully mobilize the self-stabilizing ability of the soil, thereby reducing the earth pressure on the occlusal pile and achieving a better deformation control effect. Therefore, circular occlusal piles are used more and more in engineering practice.
圆形咬合桩理论研究滞后于实践。在圆形基坑中，咬合桩受力及变形的机理尚未完全了解，尤其在咬合桩设计时只考虑素桩的止水效果，未考虑素桩抵抗土压力的贡献，这样的设计往往造成不必要的工程浪费。目前关于圆形咬合桩的主要成果多见于施工工法、施工工艺、超缓凝剂的研发和数值仿真等，严重缺乏试验数据的支撑。Theoretical research on circular occlusal piles lags behind practice. In circular foundation pits, the mechanism of force and deformation of occlusal piles has not been fully understood, especially in the design of occlusal piles, only the water-stop effect of plain piles is considered, and the contribution of plain piles to resist earth pressure is not considered. Necessary engineering waste. At present, the main achievements of circular occlusal piles are mostly found in the construction method, construction technology, research and development of super retarder and numerical simulation, etc., which are seriously lacking in the support of experimental data.
由于现场试验条件和所处环境复杂，影响因素较多，故室内试验是圆形咬合桩理论研究的重要手段之一。在室内试验中，现有研究主要针对圆形咬合桩的一部分，即少量的单桩咬合，现有技术还不能制备完整的圆形咬合桩试样，使得理论研究的深度和精度受到限制。Due to the complex field test conditions and environment, and many influencing factors, the indoor test is one of the important means for the theoretical research of circular occlusal piles. In the laboratory test, the existing research mainly focuses on a part of the circular occlusal pile, that is, a small amount of single pile occlusal. The existing technology cannot prepare a complete circular occlusal pile sample, which limits the depth and accuracy of theoretical research.
发明内容Contents of the invention
本发明的目的是提供一种圆形咬合桩的制样装置，以解决上述现有技术存在的问题，实现完整的圆形咬合桩的制样。The object of the present invention is to provide a sample preparation device for circular occlusal piles, so as to solve the above-mentioned problems in the prior art and realize the complete sample preparation of circular occlusal piles.
为实现上述目的，本发明提供了如下方案：To achieve the above object, the present invention provides the following scheme:
本发明提供了一种圆形咬合桩的制样装置，包括底座、内筒、外筒和多个钢管，所述底座包括底板，所述内筒和所述外筒分别固定设置在所述底板上，所述内筒与所述外筒同轴，所述内筒与所述外筒之间的空腔的形状、大小与要制样的圆形咬合桩的形状、大小分别相同，所述钢管与所述圆形咬合桩中的钢筋混凝土桩一一对应，所述钢管插设在所述空腔中，所述钢管的位置与对应的钢筋混凝土桩的位置相同。The invention provides a sample preparation device for circular occlusal piles, which includes a base, an inner cylinder, an outer cylinder and a plurality of steel pipes, the base includes a bottom plate, and the inner cylinder and the outer cylinder are respectively fixed on the bottom plate Above, the inner cylinder is coaxial with the outer cylinder, the shape and size of the cavity between the inner cylinder and the outer cylinder are the same as the shape and size of the circular occlusal pile to be sampled, and the The steel pipes are in one-to-one correspondence with the reinforced concrete piles in the circular occlusal piles, the steel pipes are inserted in the cavity, and the positions of the steel pipes are the same as those of the corresponding reinforced concrete piles.
优选的，所述底板的四角分别设置有一个吊耳，所述底板的顶面设置有导线槽，所述内筒的底端和所述外筒的底端分别嵌入所述导线槽中，所述导线槽的形状、大小与所述内筒、所述空腔及所述外筒组成的组合体的横截面的形状、大小分别相同。Preferably, the four corners of the bottom plate are respectively provided with a lifting lug, the top surface of the bottom plate is provided with a wire groove, and the bottom end of the inner cylinder and the bottom end of the outer cylinder are respectively embedded in the wire groove, so that The shape and size of the wire groove are respectively the same as the shape and size of the cross section of the assembly composed of the inner cylinder, the cavity and the outer cylinder.
优选的，所述内筒包括圆形钢筒和设置在所述圆形钢筒的侧面上的第一弧形钢板，所述第一弧形钢板包括多个周向排列且首尾相连的第一弧形板，所述第一弧形板的弧形开口背向所述圆形钢筒的圆心，多个所述第一弧形板绕所述圆形钢筒一圈；所述圆形钢筒内固设有底端圆形钢板和顶端圆形钢板，所述底端圆形钢板的底面与所述圆形钢筒的底端之间的间隔与所述导线槽的深度相等，所述顶端圆形钢板与所述圆形钢筒的顶端之间具有间隔；所述顶端圆形钢板的顶面上固设有吊耳。Preferably, the inner cylinder includes a circular steel cylinder and a first arc-shaped steel plate arranged on the side of the circular steel cylinder, and the first arc-shaped steel plate includes a plurality of first arc-shaped steel plates arranged in the circumferential direction and connected end to end. arc-shaped plate, the arc-shaped opening of the first arc-shaped plate faces away from the center of the circular steel cylinder, and a plurality of the first arc-shaped plates circle the circular steel cylinder; the circular steel cylinder A bottom circular steel plate and a top circular steel plate are fixed inside the cylinder, the distance between the bottom surface of the bottom circular steel plate and the bottom end of the circular steel cylinder is equal to the depth of the wire groove, the There is a gap between the top circular steel plate and the top of the circular steel cylinder; lifting lugs are fixed on the top surface of the top circular steel plate.
优选的，所述底端圆形钢板上设置有多个定位孔，所述底板上设置有与所述定位孔一一对应的定位螺栓，所述定位螺栓能够穿过对应的所述定位孔，所述定位孔的孔径与所述定位螺栓的直径相等。Preferably, the bottom circular steel plate is provided with a plurality of positioning holes, and the bottom plate is provided with positioning bolts corresponding to the positioning holes one by one, and the positioning bolts can pass through the corresponding positioning holes, The diameter of the positioning hole is equal to the diameter of the positioning bolt.
优选的，所述外筒包括第二弧形钢板，所述第二弧形钢板包括多个周向排列且首尾相连的第二弧形板，所述第二弧形板的弧形开口朝向所述圆形钢筒的圆心；所述第二弧形板的厚度大于所述第一弧形板的厚度。Preferably, the outer cylinder includes a second arc-shaped steel plate, the second arc-shaped steel plate includes a plurality of second arc-shaped plates arranged circumferentially and connected end to end, and the arc-shaped opening of the second arc-shaped plate faces the The center of the circular steel cylinder; the thickness of the second arc-shaped plate is greater than the thickness of the first arc-shaped plate.
优选的，所述第二弧形钢板的外壁上固设有若干个护环，所述护环与所述外筒同轴，最下方的所述护环的底面与所述第二弧形钢板的底端之间的间隔与所述导线槽的深度相等；所述第二弧形钢板沿周向划分为至少两段子弧形钢板，所述护环均沿周向划分为至少两个子护环，每个所述护环中的所述子护环与所述子弧形钢板一一对应，所述子护环的两端与对应的所述子弧形钢板的两端齐平。Preferably, several guard rings are fixed on the outer wall of the second arc-shaped steel plate, the guard rings are coaxial with the outer cylinder, and the bottom surface of the lowermost guard ring is in contact with the second arc-shaped steel plate. The interval between the bottom ends of the wire groove is equal to the depth of the wire groove; the second arc-shaped steel plate is divided into at least two sections of arc-shaped steel plates along the circumference, and the retaining ring is divided into at least two sub-retaining rings along the circumferential direction The sub-retaining rings in each of the retaining rings are in one-to-one correspondence with the sub-arc steel plates, and the two ends of the sub-retaining rings are flush with the two ends of the corresponding sub-arc steel plates.
优选的，最下方的所述护环上沿周向设置有多个通孔，所述底板上设置有与所述通孔一一对应的固定螺丝，所述固定螺丝穿过对应的所述通孔并螺纹连接有螺母，所述螺母与最下方的所述护环紧密接触。Preferably, a plurality of through holes are provided on the lowermost retaining ring along the circumferential direction, and fixing screws corresponding to the through holes are arranged on the bottom plate, and the fixing screws pass through the corresponding through holes. The holes are threadedly connected with nuts, and the nuts are in tight contact with the lowermost guard ring.
优选的，除最下方的所述护环外的其它所述护环中每相邻的两个所述子护环的连接处均设置有连接机构，所述连接机构包括刚性垫片、两个螺丝和两个螺母，两个所述螺丝分别设置在相邻的两个所述子护环上，所述刚性垫片能够同时套设在两个所述螺丝上，两个所述螺母分别与两个所述螺丝螺纹连接。Preferably, a connection mechanism is provided at the junction of every adjacent two sub-retention rings except for the lowermost grommet, and the connection mechanism includes a rigid gasket, two Screws and two nuts, the two screws are respectively arranged on the two adjacent sub-retaining rings, the rigid gasket can be sleeved on the two screws at the same time, and the two nuts are respectively connected with The two screws are threadedly connected.
本发明相对于现有技术取得了以下技术效果：Compared with the prior art, the present invention has achieved the following technical effects:
本发明的圆形咬合桩的制样装置能够实现完整的圆形咬合桩的制样。本发明可以解决目前室内试验难以获得完整的圆形咬合桩试样问题，且操作简单，使用方便。本发明能够模拟现场荤、素桩的咬合过程，进一步促进圆形咬合桩受力机理的深入分析与研究，尤其是素桩的贡献对咬合桩的设计具有重要的指导意义。相比原位(或现场)试验，利用本发明进行室内试验受外界干扰因素少，周期短、经济性良好。本发明所采用的方法，不仅适用于圆形咬合桩，还适用于方形咬合桩。The sample preparation device for circular occlusal piles of the present invention can realize complete sample preparation of circular occlusal piles. The invention can solve the problem that it is difficult to obtain a complete circular occlusal pile sample in the current indoor test, and has simple operation and convenient use. The invention can simulate the occlusal process of on-site meat and plain piles, and further promote the in-depth analysis and research of the force mechanism of the circular occlusal piles, especially the contribution of the plain piles has important guiding significance for the design of the occlusal piles. Compared with the in-situ (or on-site) test, the indoor test using the present invention is less affected by external interference factors, has a short period and good economical efficiency. The method adopted in the present invention is not only suitable for circular occlusal piles, but also for square occlusal piles.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案，下面将对实施例中所需要使用的附图作简单地介绍，显而易见地，下面描述中的附图仅仅是本发明的一些实施例，对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required in the embodiments. Obviously, the accompanying drawings in the following description are only some of the present invention. Embodiments, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without any creative effort.
图1为本发明圆形咬合桩的制样装置中底板的结构示意图一；Fig. 1 is the structure schematic diagram one of the bottom plate in the sample preparation device of the circular occlusal pile of the present invention;
图2为本发明圆形咬合桩的制样装置中底板的结构示意图二；Fig. 2 is the structural schematic diagram 2 of the bottom plate in the sample preparation device of the circular occlusal pile of the present invention;
图3为本发明圆形咬合桩的制样装置中内筒的结构示意图一；Fig. 3 is a structural schematic diagram 1 of the inner cylinder in the sample preparation device of the circular occlusal pile of the present invention;
图4为本发明圆形咬合桩的制样装置中内筒的结构示意图二；Fig. 4 is a structural schematic diagram 2 of the inner cylinder in the sample preparation device of the circular occlusal pile of the present invention;
图5为本发明圆形咬合桩的制样装置中外筒的结构示意图一；Fig. 5 is a structural schematic diagram 1 of the outer cylinder in the sample preparation device of the circular occlusal pile of the present invention;
图6为本发明圆形咬合桩的制样装置中外筒的结构示意图二；Fig. 6 is the structural schematic diagram II of the outer cylinder in the sample preparation device of the circular occlusal pile of the present invention;
图7为本发明圆形咬合桩的制样装置的部分结构示意图一；Fig. 7 is a partial structural schematic diagram of a sample preparation device of a circular occlusal pile according to the present invention;
图8为本发明圆形咬合桩的制样装置的部分结构示意图二；Fig. 8 is a partial structural schematic diagram of the sample preparation device of the circular occlusal pile according to the present invention;
图9为本发明圆形咬合桩的制样装置的部分结构示意图三；Fig. 9 is a partial structural schematic diagram of a sample preparation device for a circular occlusal pile according to the present invention;
图10为本发明圆形咬合桩的制样装置的结构示意图；Fig. 10 is a schematic structural view of a sample preparation device for a circular occlusal pile of the present invention;
其中：11、吊耳；12、固定螺丝；13、定位螺栓；14、导线槽；15、底板；21、第一弧形钢板；22、圆形钢筒；23、顶端圆形钢板；24、底端圆形钢板；25、定位孔；31、第二弧形钢板；32、拼接线；41、底座；42、内筒；43、外筒；44、护环；45、接缝；46、螺丝；47、刚性垫片；48、螺母；51、钢管。Among them: 11, lifting lug; 12, fixing screw; 13, positioning bolt; 14, wire groove; 15, bottom plate; 21, first arc steel plate; 22, circular steel cylinder; 23, top circular steel plate; Circular steel plate at the bottom; 25, positioning hole; 31, second arc steel plate; 32, stitching line; 41, base; 42, inner cylinder; 43, outer cylinder; 44, retaining ring; 45, seam; 46, Screw; 47, rigid gasket; 48, nut; 51, steel pipe.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有付出创造性劳动的前提下所获得的所有其他实施例，都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
本发明的目的是提供一种圆形咬合桩的制样装置，以解决上述现有技术存在的问题，实现完整的圆形咬合桩的制样。The object of the present invention is to provide a sample preparation device for circular occlusal piles, so as to solve the above-mentioned problems in the prior art and realize the complete sample preparation of circular occlusal piles.
为使本发明的上述目的、特征和优点能够更加明显易懂，下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
如图1至图10所示：本实施例提供了一种圆形咬合桩的制样装置，包括底座41、内筒42、外筒43和多个钢管51，底座41包括底板15，内筒42和外筒43分别固定设置在底板15上，内筒42与外筒43同轴，内筒42与外筒43之间的空腔的形状、大小与要制样的圆形咬合桩的形状、大小分别相同，钢管51与圆形咬合桩中的钢筋混凝土桩一一对应，钢管51插设在空腔中，钢管51的位置与对应的钢筋混凝土桩的位置相同。As shown in Figures 1 to 10: this embodiment provides a sample preparation device for a circular occlusal pile, including a base 41, an inner cylinder 42, an outer cylinder 43 and a plurality of steel pipes 51, the base 41 includes a bottom plate 15, and the inner cylinder 42 and the outer cylinder 43 are respectively fixedly arranged on the base plate 15, the inner cylinder 42 is coaxial with the outer cylinder 43, and the shape and size of the cavity between the inner cylinder 42 and the outer cylinder 43 are the same as the shape of the circular occlusal pile to be prepared. , the same size, respectively, the steel pipe 51 corresponds to the reinforced concrete pile in the circular occlusal pile one by one, the steel pipe 51 is inserted in the cavity, and the position of the steel pipe 51 is the same as that of the corresponding reinforced concrete pile.
底板15的四角分别设置有一个吊耳11，底板15的顶面设置有导线槽14，内筒42的底端和外筒43的底端分别嵌入导线槽14中，导线槽14的形状、大小与内筒42、空腔及外筒43组成的组合体的横截面的形状、大小分别相同。The four corners of the base plate 15 are respectively provided with a lug 11, the top surface of the base plate 15 is provided with a wire groove 14, the bottom end of the inner cylinder 42 and the bottom end of the outer cylinder 43 are respectively embedded in the wire groove 14, the shape and size of the wire groove 14 The shape and size of the cross-section of the combined body composed of the inner cylinder 42, the cavity and the outer cylinder 43 are respectively the same.
内筒42包括圆形钢筒22和设置在圆形钢筒22的侧面上的第一弧形钢板21，第一弧形钢板21包括多个周向排列且首尾相连的第一弧形板，第一弧形板的弧形开口背向圆形钢筒22的圆心，多个第一弧形板绕圆形钢筒22一圈；圆形钢筒22内固设有底端圆形钢板24和顶端圆形钢板23，底端圆形钢板24的底面与圆形钢筒22的底端之间的间隔与导线槽14的深度相等，顶端圆形钢板23与圆形钢筒22的顶端之间具有间隔；顶端圆形钢板23的顶面上固设有吊耳11。The inner cylinder 42 includes a circular steel cylinder 22 and a first arc-shaped steel plate 21 arranged on the side of the circular steel cylinder 22. The first arc-shaped steel plate 21 includes a plurality of first arc-shaped plates arranged circumferentially and connected end to end, The arc-shaped opening of the first arc-shaped plate faces away from the center of the circular steel cylinder 22, and a plurality of first arc-shaped plates circle the circular steel cylinder 22; the circular steel cylinder 22 is fixed with a bottom circular steel plate 24 With the top circular steel plate 23, the interval between the bottom surface of the bottom circular steel plate 24 and the bottom of the circular steel cylinder 22 is equal to the depth of the wire groove 14, and the distance between the top circular steel plate 23 and the top of the circular steel cylinder 22 There is an interval between them; the top surface of the top circular steel plate 23 is fixed with lifting lugs 11 .
底端圆形钢板24上设置有多个定位孔25，底板15上设置有与定位孔25一一对应的定位螺栓13，定位螺栓13能够穿过对应的定位孔25，定位孔25的孔径与定位螺栓13的直径相等。The bottom circular steel plate 24 is provided with a plurality of positioning holes 25, the base plate 15 is provided with positioning bolts 13 corresponding to the positioning holes 25 one by one, the positioning bolts 13 can pass through the corresponding positioning holes 25, and the aperture of the positioning holes 25 is the same as The diameters of the positioning bolts 13 are equal.
外筒43包括第二弧形钢板31，第二弧形钢板31包括多个周向排列且首尾相连的第二弧形板，第二弧形板的弧形开口朝向圆形钢筒22的圆心；第二弧形板的厚度大于第一弧形板的厚度。The outer cylinder 43 includes a second arc-shaped steel plate 31, the second arc-shaped steel plate 31 includes a plurality of second arc-shaped plates arranged circumferentially and connected end to end, and the arc-shaped opening of the second arc-shaped plate faces the center of the circular steel cylinder 22 ; The thickness of the second curved plate is greater than the thickness of the first curved plate.
第二弧形钢板31的外壁上固设有若干个护环44，护环44与外筒43同轴，最下方的护环44的底面与第二弧形钢板31的底端之间的间隔与导线槽14的深度相等；第二弧形钢板31沿周向划分为七段子弧形钢板，即七段子弧形钢板拼接成第二弧形钢板31，相邻的两个子弧形钢板之间形成拼接线32，护环44均沿周向划分为至少七个个子护环44，即七个子护环44拼接成一个护环44，相邻两个子护环44之间形成接缝45；每个护环44中的子护环44与子弧形钢板一一对应，子护环44的两端与对应的子弧形钢板的两端齐平。The outer wall of the second arc-shaped steel plate 31 is fixed with several retaining rings 44, the retaining rings 44 are coaxial with the outer cylinder 43, and the bottom surface of the lowermost retaining ring 44 and the bottom of the second arc-shaped steel plate 31 are spaced apart from each other. It is equal to the depth of the wire groove 14; the second arc-shaped steel plate 31 is divided into seven sections of sub-arc-shaped steel plates along the circumferential direction, that is, the seven-section sub-arc-shaped steel plates are spliced into the second arc-shaped steel plate 31, and between two adjacent sub-arc-shaped steel plates Form splicing line 32, and guard ring 44 is all divided into at least seven sub-guard rings 44 along the circumferential direction, promptly seven sub-guard rings 44 are spliced into a guard ring 44, forms seam 45 between adjacent two sub-guard rings 44; The sub-guard rings 44 in each guard ring 44 correspond to the sub-arc steel plates one by one, and the two ends of the sub-retainer rings 44 are flush with the two ends of the corresponding sub-arc steel plates.
最下方的护环44沿周向设置有多个通孔，底板15上设置有与通孔一一对应的固定螺丝12，固定螺丝12穿过对应的通孔并螺纹连接有螺母，螺母与最下方的护环44紧密接触。The lowermost retaining ring 44 is provided with a plurality of through holes along the circumferential direction, and the base plate 15 is provided with fixing screws 12 corresponding to the through holes one by one. The fixing screws 12 pass through the corresponding through holes and are threadedly connected with nuts. The lower guard ring 44 is in close contact.
除最下方的护环44外的其它护环44中每相邻的两个子护环44的连接处均设置有连接机构，连接机构包括刚性垫片47、两个螺丝46和两个螺母48，两个螺丝46分别设置在相邻的两个子护环44上，刚性垫片47能够同时套设在两个螺丝46上，两个螺母48分别与两个螺丝46螺纹连接。In the other guard rings 44 except the lowermost guard ring 44, a connection mechanism is provided at the junction of every two adjacent sub-guard rings 44, and the connection mechanism includes a rigid washer 47, two screws 46 and two nuts 48, The two screws 46 are respectively arranged on the two adjacent sub-retainers 44 , the rigid gasket 47 can be sleeved on the two screws 46 at the same time, and the two nuts 48 are threadedly connected with the two screws 46 respectively.
利用本实施例圆形咬合桩的制样装置制样圆形咬合桩的具体实施步骤如下：Utilize the sample preparation device of the circular occlusal pile of the present embodiment to prepare the sample circular occlusal pile The specific implementation steps are as follows:
(1)利用吊车将底座41放置在混凝土振动台上；(1) Utilize a crane to place the base 41 on the concrete vibrating table;
(2)利用吊车将内筒42放置在底座41对应的导线槽14上，导线槽14的深度为5mm，通过编号保证内筒42底端的定位孔25与底座41上的定位螺栓13对准，定位螺栓13围绕底座41中心呈角度分布，内筒42的外壁需涂上脱模剂，便于后期脱模。(2) Utilize a crane to place the inner cylinder 42 on the wire groove 14 corresponding to the base 41. The depth of the wire groove 14 is 5 mm. Ensure that the positioning holes 25 at the bottom of the inner cylinder 42 are aligned with the positioning bolts 13 on the base 41 by numbering. The positioning bolts 13 are angularly distributed around the center of the base 41, and the outer wall of the inner cylinder 42 needs to be coated with a release agent to facilitate later demoulding.
(3)利用吊车将外筒43放置在底座41对应的导线槽14上，对底座41上的固定螺丝12和底端护环44上的螺丝46孔进行编号校准，通过底座41上的固定螺丝12安装不同分段的外筒43，固定螺丝12围绕底座41中心呈角度分布；(3) Use a crane to place the outer cylinder 43 on the wire groove 14 corresponding to the base 41, perform serial number calibration on the fixing screw 12 on the base 41 and the screw 46 holes on the bottom guard ring 44, and pass the fixing screw on the base 41 12 install the outer cylinder 43 of different segments, and the fixing screws 12 are angularly distributed around the center of the base 41;
(4)检查内筒42与外筒43的位置，要求位置准确，连接牢固，不易松动，否则易造成内、外筒43错位，无法保证咬合桩试样桩径和咬合量的大小；(4) Check the positions of the inner cylinder 42 and the outer cylinder 43. It is required that the position is accurate, the connection is firm, and it is not easy to loosen. Otherwise, the inner and outer cylinders 43 are easily misaligned, and the pile diameter and occlusal amount of the occlusal pile sample cannot be guaranteed;
(5)护环44的每一处接缝45均采用两颗螺丝46与一块刚性垫片47进行连接，外筒43的拼接线32与护环44的接缝45均采用密封胶进行密封，防止浇筑混凝土过程中发生漏浆现象。根据需要，拼接线32(或接缝45)的位置可以每隔几块厚壁弧形钢板设置一处。外筒43的内壁需涂上脱模剂，便于后期脱模；(5) Each seam 45 of the retaining ring 44 is connected with two screws 46 and a rigid gasket 47, and the splicing line 32 of the outer cylinder 43 and the seam 45 of the retaining ring 44 are all sealed with a sealant. Prevent grout leakage during pouring of concrete. According to needs, the position of splicing line 32 (or seam 45) can be set every few thick-walled curved steel plates. The inner wall of the outer cylinder 43 needs to be coated with a release agent to facilitate later demoulding;
(6)将所有已涂刷脱模剂的钢管51置入咬合桩模具内，对任一相邻的两根素桩进行混凝土的浇筑。当混凝土从开始浇筑至1/3～2/3桩长时，全部使用振动台进行振捣；当混凝土继续浇筑至设计的桩长时，停止振动台工作，采用手提式震动棒进行低频振捣，防止出现密封胶开裂、混凝土跑浆现象；(6) Put all the steel pipes 51 coated with release agent into the occlusal pile mold, and pour concrete on any two adjacent plain piles. When the concrete is poured from the beginning to 1/3 to 2/3 of the pile length, all the vibrating table is used for vibration; when the concrete continues to be poured to the designed pile length, the vibrating table is stopped and the portable vibrating rod is used for low-frequency vibration , to prevent sealant cracking and concrete slurry phenomenon;
(7)在这两根素桩之间的钢管51内下放钢筋笼，并浇筑、振捣。在混凝土初凝前，利用吊车拔出所述钢管51，并通过采用手提式震动棒进行低频振捣，使荤桩、素桩充分咬合；(7) Put down the reinforcement cage in the steel pipe 51 between these two plain piles, and pour and vibrate. Before the initial setting of the concrete, use a crane to pull out the steel pipe 51, and carry out low-frequency vibration by using a portable vibrating rod, so that the meat pile and the plain pile are fully occluded;
(8)重复上述步骤(6)和(7)，直至所有荤桩、素桩浇筑完成。受制样时间和室内环境的约束，在混凝土搅拌时应适当添加混凝土缓凝剂；(8) Repeat the above steps (6) and (7) until all the meat piles and plain piles are poured. Constrained by sample preparation time and indoor environment, concrete retarder should be added properly when mixing concrete;
(9)将整套咬合桩装置吊运至推车上，送至混凝土标准养护室，48h后拆模，先拆外筒43，再拆内筒42。若内筒42较难拆模时，可用吊车将其与咬合桩试样一起调离地面10cm，试样下方一定面积内铺设5cm左右厚度的中砂，再用大号橡胶锤等工具敲击咬合桩试样顶部，使其脱离内筒42，该过程必须有专人监督，防止出现意外；(9) Hoist the whole set of occlusal pile device onto the cart, and send it to the concrete standard curing room. After 48 hours, the formwork is removed, and the outer cylinder 43 is removed first, and then the inner cylinder 42 is removed. If the inner cylinder 42 is difficult to remove the formwork, it can be moved 10cm away from the ground together with the occlusal pile sample by a crane, and medium sand with a thickness of about 5cm is laid in a certain area under the sample, and then the occlusion is struck with a large rubber hammer and other tools Pile the top of the sample so that it is separated from the inner cylinder 42. This process must be supervised by a special person to prevent accidents;
(10)将咬合桩试样在标准条件下继续养护至28天，即可得到完整的咬合桩模型试样。(10) Continue curing the occlusal pile sample under standard conditions for 28 days to obtain a complete occlusal pile model sample.
在本发明的描述中，需要说明的是，术语“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系，仅是为了便于描述本发明和简化描述，而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作，因此不能理解为对本发明的限制。此外，术语“第一”、“第二”仅用于描述目的，而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the orientations or positional relationships indicated by the terms "top", "bottom", "inner", "outer", etc. are based on the orientations or positional relationships shown in the drawings, and are only for It is convenient to describe the present invention and simplify the description, but does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and thus should not be construed as limiting the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and should not be understood as indicating or implying relative importance.
本说明书中应用了具体个例对本发明的原理及实施方式进行了阐述，以上实施例的说明只是用于帮助理解本发明的方法及其核心思想；同时，对于本领域的一般技术人员，依据本发明的思想，在具体实施方式及应用范围上均会有改变之处。综上所述，本说明书内容不应理解为对本发明的限制。In this description, specific examples are used to illustrate the principle and implementation of the present invention. The description of the above embodiments is only used to help understand the method and core idea of the present invention; meanwhile, for those of ordinary skill in the art, according to this The idea of the invention will have changes in the specific implementation and scope of application. In summary, the contents of this specification should not be construed as limiting the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111289997.3A CN114002032B (en) | 2021-11-02 | 2021-11-02 | A sample preparation device for circular occlusal piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111289997.3A CN114002032B (en) | 2021-11-02 | 2021-11-02 | A sample preparation device for circular occlusal piles |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114002032A CN114002032A (en) | 2022-02-01 |
| CN114002032B true CN114002032B (en) | 2023-08-11 |
Family
ID=79926577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111289997.3A Active CN114002032B (en) | 2021-11-02 | 2021-11-02 | A sample preparation device for circular occlusal piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114002032B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011397A (en) * | 2010-11-09 | 2011-04-13 | 中安泰达建设发展(北京)有限公司 | Construction process of concrete form water-stopping occlusion pile |
| CN102400469A (en) * | 2011-08-02 | 2012-04-04 | 北京健安诚岩土工程有限公司 | Secant pile drum type foundation and construction method thereof |
| JP2012214983A (en) * | 2011-03-31 | 2012-11-08 | Nippon Steel & Sumikin Metal Products Co Ltd | Concrete pile with outer shell steel pipe, and method of manufacturing the same |
| CN204666419U (en) * | 2015-05-30 | 2015-09-23 | 桂林理工大学 | The annulus die trial of test mortar and Shrinkage Cracking of Concrete |
| CN207036827U (en) * | 2017-07-25 | 2018-02-23 | 中国科学院武汉岩土力学研究所 | A kind of jolt ramming bucket suitable for surface vibration compaction test |
| CN109469045A (en) * | 2018-12-12 | 2019-03-15 | 上海建工七建集团有限公司 | Guide wall of occlusive pile template, guide wall of occlusive pile formwork erecting structure and construction technology |
| CN210341941U (en) * | 2019-07-09 | 2020-04-17 | 浙江鸿晨建设有限公司 | Shaped steel positioning box of foundation pit enclosure secant pile |
| CN112847772A (en) * | 2021-02-25 | 2021-05-28 | 暨南大学 | Round tube push-out test piece mold and test piece manufacturing method |
-
2021
- 2021-11-02 CN CN202111289997.3A patent/CN114002032B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011397A (en) * | 2010-11-09 | 2011-04-13 | 中安泰达建设发展(北京)有限公司 | Construction process of concrete form water-stopping occlusion pile |
| JP2012214983A (en) * | 2011-03-31 | 2012-11-08 | Nippon Steel & Sumikin Metal Products Co Ltd | Concrete pile with outer shell steel pipe, and method of manufacturing the same |
| CN102400469A (en) * | 2011-08-02 | 2012-04-04 | 北京健安诚岩土工程有限公司 | Secant pile drum type foundation and construction method thereof |
| CN204666419U (en) * | 2015-05-30 | 2015-09-23 | 桂林理工大学 | The annulus die trial of test mortar and Shrinkage Cracking of Concrete |
| CN207036827U (en) * | 2017-07-25 | 2018-02-23 | 中国科学院武汉岩土力学研究所 | A kind of jolt ramming bucket suitable for surface vibration compaction test |
| CN109469045A (en) * | 2018-12-12 | 2019-03-15 | 上海建工七建集团有限公司 | Guide wall of occlusive pile template, guide wall of occlusive pile formwork erecting structure and construction technology |
| CN210341941U (en) * | 2019-07-09 | 2020-04-17 | 浙江鸿晨建设有限公司 | Shaped steel positioning box of foundation pit enclosure secant pile |
| CN112847772A (en) * | 2021-02-25 | 2021-05-28 | 暨南大学 | Round tube push-out test piece mold and test piece manufacturing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114002032A (en) | 2022-02-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103061504B (en) | Concrete slab Pipe installing hole to be provided construction mould and construction method | |
| CN103470046B (en) | Pouring method of concrete pouring device for ultrahigh steel pipe concrete column by using conduit method | |
| CN101705697B (en) | Diaphragm wall joint flexible water stop installing device and method | |
| CN102493554B (en) | Abutting joint device of steel lattice column, and construction method of same | |
| WO2016058275A1 (en) | Underground steel-concrete structure pipeline with spiral composite reinforcement ring on inner wall thereof and manufacturing method thereof | |
| CN107588243A (en) | The construction method of concordant type flexibility wall bushing structure | |
| CN103334440B (en) | Detachable circular foundation pit suspension device and equipment | |
| CN112064676A (en) | A mobile formwork structure and its construction method | |
| CN113529763A (en) | Method for constructing sea area shoal cushion cap by utilizing reinforced concrete combined steel cofferdam | |
| CN207525755U (en) | Composite pile anchor supporting device | |
| CN207298095U (en) | Concordant type flexibility wall bushing structure | |
| KR20160000702A (en) | Fastening member used in concrete filled steel tube and its using concrete filled steel tube mounting structure and method and its includes build underground structure and method | |
| CN114002032B (en) | A sample preparation device for circular occlusal piles | |
| CN102561944B (en) | Porous occlusive pile drilling machine and construction technology thereof | |
| CN204401756U (en) | The drop well that reverse construction is set up on original gutter | |
| CN202925543U (en) | Concentric steel-made double sleeve pipe | |
| CN210459303U (en) | Inspection well repairing device | |
| CN103132494B (en) | Embedded anchor cone accurate positioning method | |
| CN108222054A (en) | Tower-crane foundation structure and its construction method | |
| CN207863185U (en) | A kind of Novel steel pipe concrete pole splicing apparatus of band edge sleeve-board cylinder | |
| CN204510221U (en) | Rotary marine piling saddle | |
| CN206844276U (en) | A kind of pit shaft mounting structure of road inspection well | |
| CN114197526B (en) | Formwork system with vertical structure by reverse construction method and construction method | |
| CN211647357U (en) | Tool type chute | |
| CN209708478U (en) | A kind of lining cutting ring model of analog shield tunnel girth joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |