CN204574986U - Pinner preformed hole position-finding auxiliary implement - Google Patents
Pinner preformed hole position-finding auxiliary implement Download PDFInfo
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- CN204574986U CN204574986U CN201520187546.2U CN201520187546U CN204574986U CN 204574986 U CN204574986 U CN 204574986U CN 201520187546 U CN201520187546 U CN 201520187546U CN 204574986 U CN204574986 U CN 204574986U
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims 2
- 239000004575 stone Substances 0.000 abstract description 28
- 238000010276 construction Methods 0.000 abstract description 8
- 238000005259 measurement Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
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Abstract
本实用新型属于预制梁架垫石支座施工中的测量工具的技术领域,为了能快速准确地对垫石上的预留锚栓孔进行测量校核,本实用新型提供了一种垫石预留孔位测定用辅助器具,包括插接配套的基座和测量杆,所述的基座包括开有通孔的顶座以及与顶座连接的若干空心立杆,各空心立杆分别一一对应垂直连接于顶座开通孔处的下表面且通孔的孔径与空心立杆的内径相等,顶座的上下表面均设有过其中心的十字线,所述测量杆与空心立杆插接配合。利用该辅助器具能够快速、准确地对垫石上预留锚栓孔位置和孔深进行校核,测量精度更高,效率更快,且采用该器具在架梁施工前即可对垫石上的预留孔进行校核,避免了对架梁工期的影响。
The utility model belongs to the technical field of measuring tools in the construction of prefabricated beam frame pad stone bearings. In order to quickly and accurately measure and check the reserved anchor bolt holes on the pad stone, the utility model provides a pad stone reserved Auxiliary equipment for measuring the hole position, including a supporting base and a measuring rod for plugging. The base includes a top seat with a through hole and a number of hollow vertical rods connected to the top seat. The hollow vertical rods correspond to each other one by one. It is vertically connected to the lower surface of the through hole of the top base, and the diameter of the through hole is equal to the inner diameter of the hollow vertical rod. The upper and lower surfaces of the top base are provided with cross lines passing through the center, and the measuring rod is plugged and matched with the hollow vertical rod. . The auxiliary device can quickly and accurately check the positions and depths of anchor bolt holes reserved on the pad stone, with higher measurement accuracy and faster efficiency. Holes are reserved for checking, which avoids the impact on the construction period of the beam erection.
Description
技术领域 technical field
本实用新型属于预制梁架垫石支座施工中的测量工具的技术领域,具体涉及一种垫石预留孔位测定用辅助器具。 The utility model belongs to the technical field of measuring tools in the construction of prefabricated beam frame pad stone supports, and in particular relates to an auxiliary device for measuring the position of holes reserved in pad stones.
背景技术 Background technique
在各种预制梁架设垫石支座前,需对垫石上的预留锚栓孔位进行测量校核,之前测量需要人工先用卷尺根据垫石支座中心线和标高量测各预留孔的位置和深度进行复核,由于人工用卷尺量测只能量测点而测不了线和面,使得量测精度很难控制,导致架梁过程中存在孔位偏差大,无法铺架的现象,需要返工处理。因前期测量不准确,使得在架梁过程中只能反复吊装对准,而梁体重量大,需用专用吊装装置,成本加大且操作困难,还会延误工期,影响正常施工进度。 Before various prefabricated beams are erected on the pad stone support, it is necessary to measure and check the reserved anchor bolt hole positions on the pad stone. Before the measurement, it is necessary to manually measure each reserved hole with a tape measure according to the center line and elevation of the pad stone support. Check the position and depth of the beam. Since manual measurement with a tape measure can only measure points but not lines and surfaces, it is difficult to control the measurement accuracy, resulting in large hole position deviations during the beam erection process, and the phenomenon that it cannot be laid. It is necessary to Rework processing. Due to the inaccurate measurement in the early stage, the girder erection process can only be hoisted and aligned repeatedly. However, the girder is heavy and requires a special hoisting device, which increases the cost and is difficult to operate. It will also delay the construction period and affect the normal construction progress.
发明内容 Contents of the invention
本实用新型为了能快速准确地对垫石上的预留锚栓孔进行测量校核,提供了一种垫石预留孔位测定用辅助器具。 In order to quickly and accurately measure and check the reserved anchor bolt holes on the pad stone, the utility model provides an auxiliary device for measuring the position of the reserved hole position of the pad stone.
本实用新型采用如下技术方案: The utility model adopts the following technical solutions:
一种垫石预留孔位测定用辅助器具,包括插接配套的基座和测量杆,所述的基座包括开有通孔的顶座以及与顶座连接的若干空心立杆,各空心立杆分别一一对应垂直连接于顶座开通孔处的下表面且通孔的孔径与空心立杆的内径相等,顶座的上下表面均设有过其中心的十字线,所述测量杆与空心立杆插接配合。 An auxiliary device for measuring the reserved hole position of a pad stone, including a base and a measuring rod for plugging in, the base includes a top seat with a through hole and several hollow vertical rods connected with the top seat, each hollow The uprights are vertically connected to the lower surface of the through hole of the top base one by one respectively and the aperture of the through hole is equal to the inner diameter of the hollow upright. Hollow pole plug fit.
所述空心立杆的数量与垫石上的预留锚栓孔数量相等,且各空心立杆和十字线的相对位置关系与预留锚栓孔和垫石中心线的相对位置关系相同。 The number of the hollow vertical rods is equal to the number of the reserved anchor bolt holes on the pad stone, and the relative positional relationship between each hollow vertical rod and the cross line is the same as the relative positional relationship between the reserved anchor bolt holes and the central line of the pad stone.
所述空心立杆的直径小于预留锚栓孔的孔径。 The diameter of the hollow vertical rod is smaller than the diameter of the reserved anchor bolt hole.
所述测量杆的直径与同预留锚栓孔配接的锚栓直径相等。 The diameter of the measuring rod is equal to the diameter of the anchor bolt matched with the reserved anchor bolt hole.
所述测量杆的高度至少比预留锚栓孔的深度大20cm。 The height of the measuring rod is at least 20cm greater than the depth of the reserved anchor hole.
本实用新型具有如下有益效果: The utility model has the following beneficial effects:
1、本实用新型所述的辅助器具是根据垫石上的预留锚栓孔的理论设计值制作而成,再通过该辅助器具与预留锚栓孔的重合度及其测量杆伸出顶座上表面的高度对锚栓孔进行校核,其测量精度高; 1. The auxiliary device described in this utility model is made according to the theoretical design value of the reserved anchor bolt hole on the pad stone, and then the auxiliary device and the reserved anchor bolt hole overlap and its measuring rod extends out of the top seat The height of the upper surface is checked against the anchor hole, and the measurement accuracy is high;
2、该辅助器具能够快速地测量校核垫石上预留锚栓孔的位置和深度,较传统的人工测量方法操作更便捷、效率更高; 2. This auxiliary device can quickly measure the position and depth of the anchor bolt hole reserved on the check pad, which is more convenient and efficient than the traditional manual measurement method;
3、该辅助器具利用普通的钢板、钢管等材料即可制得,制作方法简单,且能广泛用于桥梁、土建等施工中; 3. The auxiliary device can be made of ordinary steel plates, steel pipes and other materials, the production method is simple, and can be widely used in bridges, civil engineering and other constructions;
4、采用该器具在架梁施工前即可对垫石上的预留孔进行校核,避免了对架梁工期的影响。 4. Using this device, the reserved holes on the pad stone can be checked before the construction of the beam, which avoids the impact on the construction period of the beam.
附图说明 Description of drawings
图1为本实用新型的主视图; Fig. 1 is the front view of the utility model;
图2为本实用新型的俯视图; Fig. 2 is the top view of the utility model;
图3为本实用新型使用时的主视图; Fig. 3 is the front view when the utility model is in use;
图4为本实用新型使用时的俯视图; Fig. 4 is the top view when the utility model is in use;
图中:1-顶座、2-测量杆、3-空心立杆、4-十字线、5-垫石、6-预留锚栓孔、7-垫石中心线。 In the figure: 1-top seat, 2-measuring rod, 3-hollow vertical rod, 4-cross line, 5-pad stone, 6-reserved anchor hole, 7-pad stone centerline.
具体实施方式 Detailed ways
结合附图,对本实用新型的具体实施方式作进一步说明: In conjunction with accompanying drawing, the specific embodiment of the present utility model is described further:
如图1、2所示的垫石预留孔位测定用辅助器具,包括插接配套的基座和测量杆2,所述的基座包括开有通孔的顶座1以及与顶座1连接的若干空心立杆3,各空心立杆3分别一一对应垂直连接于顶座1开通孔处的下表面且通孔的孔径与空心立杆3的内径相等,顶座1的上下表面均设有过其中心的十字线4,所述测量杆2与空心立杆3插接配合。 As shown in Figures 1 and 2, the auxiliary device for measuring the reserved hole position of the pad stone includes a base and a measuring rod 2 for plugging in, and the base includes a top seat 1 with a through hole and a top seat 1 A number of hollow vertical rods 3 connected, each hollow vertical rod 3 is vertically connected to the lower surface of the through hole of the top seat 1 respectively one by one, and the aperture of the through hole is equal to the inner diameter of the hollow vertical rod 3, and the upper and lower surfaces of the top seat 1 are uniform. A reticle 4 passing through its center is provided, and the measuring rod 2 is inserted and matched with the hollow vertical rod 3 .
所述空心立杆3的数量与垫石5上的预留锚栓孔6数量相等,且各空心立杆3和十字线4的相对位置关系与预留锚栓孔6和垫石5中心线的相对位置关系相同。预留锚栓孔6和空心立杆3的数量一般为四个,即当垫石5上的预留锚栓孔6数量和位置设计确定后,在顶座1的下表面焊接四根空心立杆3,各空心立杆3距离顶座中心的距离与预留锚栓孔6距垫石中心的距离完全吻合,根据顶座中心与垫石中心线是否重合、四根空心立杆3能否完全插入预留锚栓孔6中来进行校核。 The number of the hollow vertical rods 3 is equal to the number of reserved anchor bolt holes 6 on the pad stone 5, and the relative positional relationship between each hollow vertical rod 3 and the cross line 4 is the same as that of the reserved anchor bolt holes 6 and the centerline of the pad stone 5. The relative positional relationship is the same. The number of reserved anchor bolt holes 6 and hollow vertical rods 3 is generally four, that is, after the number and position design of the reserved anchor bolt holes 6 on the pad stone 5 are determined, four hollow vertical rods are welded on the lower surface of the top seat 1. Rod 3, the distance between each hollow vertical rod 3 and the center of the top seat is exactly the same as the distance between the reserved anchor bolt hole 6 and the center of the pad stone. Fully inserted into the reserved anchor hole 6 for checking.
其中,在设计基座时,空心立杆3的高度应与垫石上部安装的支座套筒高度相等;测量杆2的直径应与同预留锚栓孔6配接的锚栓直径相等,才能使测量杆2起到代替锚栓校核锚栓孔的作用;因预留锚栓孔6的实际深度可能比设计深度大,为了提高校核的精确性同时便于操作观察,测量杆2的高度至少比预留锚栓孔6的深度大20cm。 Among them, when designing the base, the height of the hollow vertical rod 3 should be equal to the height of the support sleeve installed on the upper part of the pad stone; the diameter of the measuring rod 2 should be equal to the diameter of the anchor bolt matched with the reserved anchor bolt hole 6, In order to make the measuring rod 2 play the role of replacing the anchor bolt to check the anchor bolt hole; because the actual depth of the reserved anchor bolt hole 6 may be larger than the design depth, in order to improve the accuracy of the check and facilitate the operation and observation, the measuring rod 2 The height is at least 20cm larger than the depth of the reserved anchor bolt hole 6.
该器具的具体使用方法为:首先使该辅助器具的顶座十字线与垫石5的中心线重合,再将辅助器具的空心立杆3插入垫石5上的预留锚栓孔6内使该器具卡到垫石上,若四根空心立杆3均能一一对应插入,则垫石5上的预留孔位置合格,反之若有空心立杆不能插入则表示该空心立杆对应的预留锚栓孔位置不合格,需要进一步修正再校核。对预留锚栓孔位置校核完后,再将测量杆2依次插入各空心立杆3中直至预留锚栓孔的孔底位置,通过测量杆2顶部到顶座1上表面的高度可以推算出预留锚栓孔的孔位深度,通过观察测量杆2插到孔底的情况可以判断预留锚栓孔的位置。 The concrete use method of this utensil is: at first make the top seat cross line of this auxiliary utensil coincide with the center line of pad stone 5, then insert the hollow vertical pole 3 of auxiliary utensil into the reserved anchor bolt hole 6 on the pad stone 5 to use The utensil is stuck on the pad stone, if the four hollow vertical rods 3 can be inserted one by one, the reserved hole position on the pad stone 5 is qualified, otherwise if there is a hollow vertical rod that cannot be inserted, it means that the corresponding hollow vertical rod The position of the anchor bolt hole is unqualified and needs to be further corrected and rechecked. After checking the position of the reserved anchor bolt hole, insert the measuring rod 2 into each hollow vertical rod 3 in turn until the bottom position of the reserved anchor bolt hole. The height from the top of the measuring rod 2 to the upper surface of the top seat 1 can be calculated Find out the hole depth of the reserved anchor bolt hole, and judge the position of the reserved anchor bolt hole by observing the situation that the measuring rod 2 is inserted into the bottom of the hole.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520187546.2U CN204574986U (en) | 2015-03-31 | 2015-03-31 | Pinner preformed hole position-finding auxiliary implement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520187546.2U CN204574986U (en) | 2015-03-31 | 2015-03-31 | Pinner preformed hole position-finding auxiliary implement |
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| Publication Number | Publication Date |
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| CN204574986U true CN204574986U (en) | 2015-08-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520187546.2U Expired - Lifetime CN204574986U (en) | 2015-03-31 | 2015-03-31 | Pinner preformed hole position-finding auxiliary implement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112611303A (en) * | 2020-12-25 | 2021-04-06 | 中铁大桥局集团第四工程有限公司 | Detection device and detection method for position of embedded hole of pier top support |
-
2015
- 2015-03-31 CN CN201520187546.2U patent/CN204574986U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112611303A (en) * | 2020-12-25 | 2021-04-06 | 中铁大桥局集团第四工程有限公司 | Detection device and detection method for position of embedded hole of pier top support |
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| C14 | Grant of patent or utility model | ||
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Granted publication date: 20150819 |