CN211955483U - A device for detecting sleeve grouting fullness - Google Patents
A device for detecting sleeve grouting fullness Download PDFInfo
- Publication number
- CN211955483U CN211955483U CN201921086511.4U CN201921086511U CN211955483U CN 211955483 U CN211955483 U CN 211955483U CN 201921086511 U CN201921086511 U CN 201921086511U CN 211955483 U CN211955483 U CN 211955483U
- Authority
- CN
- China
- Prior art keywords
- grouting
- sleeve
- concrete shell
- outlet
- inlet
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
本实用新型提出了一种检测套筒灌浆饱满度装置,包括混凝土外壳、紧贴混凝土外壳内腔设置的套筒、贯穿混凝土外壳与套筒设置的钢筋、贯穿混凝土外壳与套筒一侧设置的灌浆入口与灌浆出口,灌浆液通过灌浆入口灌注到套筒与钢筋空隙中;所述灌浆出口外设气体测量装置;本实用新型装置对灌浆过程进行了控制,V3等于0时恰好灌浆合格,若灌浆不合格,可立即补救,避免了灌完浆检测不合格后无法补救问题;本装置简单实用,费用低廉,简单易学,可操作性强;有很好的推广和实用价值,广泛的推广应用将会产生良好的经济效益和社会效益。
The utility model provides a device for detecting the fullness of grouting of a sleeve, which comprises a concrete shell, a sleeve arranged close to the inner cavity of the concrete shell, steel bars arranged through the concrete shell and the sleeve, and a steel bar arranged through the concrete shell and one side of the sleeve. The grouting inlet and the grouting outlet, the grouting liquid is poured into the gap between the sleeve and the steel bar through the grouting inlet; the gas measuring device is provided outside the grouting outlet; the device of the utility model controls the grouting process, when V3 is equal to 0, the grouting is just qualified, if The unqualified grouting can be remedied immediately, avoiding the problem that cannot be remedied after the grouting is unqualified; the device is simple and practical, low in cost, easy to learn, and strong in operability; it has good promotion and practical value, and is widely popularized and applied It will produce good economic and social benefits.
Description
技术领域technical field
本实用新型涉及建筑施工装置技术领域,特别是指一种检测套筒灌浆饱满度装置。The utility model relates to the technical field of building construction devices, in particular to a device for detecting the fullness of grouting sleeves.
背景技术Background technique
套筒灌浆饱和度常见的检测方法有超声波检测法、电阻率检测法、X射线检测法,上述检测从一定程度上能够对套筒灌浆是否饱和进行检测,但上述检测方法大多属于事后检测,灌浆料凝固后才能检测,若灌浆不合格,很难补救;此外上述检测方法大都需要昂贵的设备仪器,使用时仪器架设、调试、校准要求也较高。Common detection methods for sleeve grouting saturation include ultrasonic testing, resistivity testing, and X-ray testing. The above tests can detect whether the sleeve grouting is saturated to a certain extent, but most of the above testing methods are post-mortem testing. It can only be detected after the material has solidified. If the grouting is unqualified, it is difficult to remedy; in addition, most of the above detection methods require expensive equipment and instruments, and the requirements for instrument erection, debugging and calibration are also high.
实用新型内容Utility model content
本实用新型的目的,对灌浆过程进行控制,若灌浆不合格,可立即补救,解决了现有技术事后检测结果无法更改的技术问题。同时本装置兼顾了成本因素,使用通用材料、简易结构设计,可操作性强。The purpose of the utility model is to control the grouting process, if the grouting is unqualified, it can be remedied immediately, which solves the technical problem that the post-test results cannot be changed in the prior art. At the same time, the device takes into account the cost factor, uses common materials, simple structure design, and has strong operability.
本实用新型的技术方案是这样实现的:一种检测套筒灌浆饱满度装置,包括混凝土外壳、紧贴混凝土外壳内腔设置的套筒、贯穿混凝土外壳与套筒设置的钢筋、贯穿混凝土外壳与套筒一侧设置的灌浆入口与灌浆出口,灌浆液通过灌浆入口灌注到套筒与钢筋空隙中;所述灌浆出口外设气体测量装置。The technical scheme of the utility model is achieved as follows: a device for detecting the fullness of grouting of a sleeve, comprising a concrete shell, a sleeve arranged close to the inner cavity of the concrete shell, steel bars arranged through the concrete shell and the sleeve, and a grouting through the concrete shell and the sleeve. A grouting inlet and a grouting outlet are provided on one side of the sleeve, and the grouting liquid is poured into the gap between the sleeve and the steel bar through the grouting inlet; the grouting outlet is provided with a gas measuring device.
优选的,所述灌浆入口与混凝土外壳之间设有密封层,灌浆出口与混凝土外壳之间设有密封层。Preferably, a sealing layer is provided between the grouting inlet and the concrete shell, and a sealing layer is provided between the grouting outlet and the concrete shell.
优选的,所述气体测量装置为长筒状空气袋,长筒状空气袋外设刻度,端部设有通气管,多个长筒状空气袋通过通气管可以彼此连接。Preferably, the gas measuring device is a long cylindrical air bag, the long cylindrical air bag is provided with a scale on the outside, and the end is provided with a vent pipe, and a plurality of long cylindrical air bags can be connected to each other through the vent pipe.
优选的,所述气体测量装置包括排水灌和积液灌,积液灌内水的体积即为注入的灌浆液体积。Preferably, the gas measuring device includes a drainage irrigation and an effusion irrigation, and the volume of the water in the effusion irrigation is the volume of the injected grouting liquid.
具体使用步骤说明如下:The specific use steps are as follows:
(1)精确计算套筒内灌浆液的体积V1:V1体积为套筒内体积减去钢筋的体积;套筒内壁多数为圆柱体,计算钢筋体积时候,变形肋的体积也要计算在内。(1) Accurately calculate the volume V1 of the grouting solution in the sleeve: the volume of V1 is the volume of the sleeve minus the volume of the steel bar; the inner wall of the sleeve is mostly a cylinder, and the volume of the deformed rib should also be included when calculating the volume of the steel bar.
(2)作为一种优选方式,采用环氧树脂封闭灌浆出口和灌浆入口与混凝土外壳接触间的空隙,此即为密封层成型原理,防止灌浆时,套筒内的空气从封闭灌浆出口和灌浆入口与混凝土外壳接触间的缝隙漏出。(2) As a preferred method, epoxy resin is used to seal the gap between the grouting outlet and the grouting inlet and the concrete shell, which is the principle of sealing layer forming, to prevent the air in the sleeve from closing the grouting outlet and grouting during grouting. The gap between the inlet and the concrete shell contact leaks out.
(3)长筒状空气袋测量排出气体体积。长筒状空气袋设计为圆柱体密闭塑料袋,未使用初始状态为真空,形状为一扁平平面;充气后为圆柱体,圆柱体检测袋上标识刻度,收紧进气口,可准确读出气体体积,长筒状空气袋可重复利用,每次测量气体体积后,采用真空泵抽真空,排除内部残留空气。(3) The long cylindrical air bag measures the exhaust gas volume. The long cylindrical air bag is designed as a cylindrical airtight plastic bag. The initial state is vacuum when not in use, and the shape is a flat plane; after inflation, it is a cylinder. Gas volume, the long cylindrical air bag can be reused. After each measurement of the gas volume, a vacuum pump is used to evacuate to remove the residual air inside.
(4)通过灌浆入口灌入灌浆液,使套筒内的空气挤压通过灌浆出口进入长筒状空气袋内,当灌浆液刚从灌浆出口流出时,封紧长筒状空气袋,读出空气体积V2。(4) Fill in the grouting liquid through the grouting inlet, so that the air in the sleeve is squeezed through the grouting outlet into the long cylindrical air bag. When the grouting liquid just flows out of the grouting outlet, seal the long cylindrical air bag and read out Air volume V2.
(5)计算V1和V2差值V3。通过公式V3=V1-V2计算V3。若V3等于0,证明灌浆料完全灌满套筒;若V3大于0,V3等于套筒内存在的空气体积,也就是需要继续灌浆液的体积。(5) Calculate the difference V3 between V1 and V2. V3 is calculated by the formula V3=V1-V2. If V3 is equal to 0, it proves that the grouting material completely fills the sleeve; if V3 is greater than 0, V3 is equal to the volume of air existing in the sleeve, that is, the volume of grouting liquid that needs to be continued.
本实用新型的有益效果为:本实用新型装置对灌浆过程进行了控制,V3等于0时恰好灌浆合格,若灌浆不合格,可立即补救,避免了灌完浆检测不合格后无法补救问题;本装置简单实用,费用低廉,简单易学,可操作性强;有很好的推广和实用价值,广泛的推广应用将会产生良好的经济效益和社会效益。The beneficial effects of the utility model are as follows: the device of the utility model controls the grouting process, when V3 is equal to 0, the grouting is just qualified, and if the grouting is unqualified, it can be remedied immediately, avoiding the problem that the grouting cannot be remedied after the grouting is unqualified; The device is simple and practical, low in cost, easy to learn, and strong in operability; it has good popularization and practical value, and wide popularization and application will produce good economic and social benefits.
附图说明Description of drawings
图1为本实用新型一种检测套筒灌浆饱满度装置的第一种实施方式结构示意图;1 is a schematic structural diagram of the first embodiment of a device for detecting sleeve grouting fullness of the present invention;
图2为本实用新型一种检测套筒灌浆饱满度装置的第二种实施方式结构示意图;2 is a schematic structural diagram of a second embodiment of a device for detecting sleeve grouting fullness of the present invention;
其中,1.灌浆出口,2.灌浆入口,3.混凝土外壳,4.钢筋,5.灌浆液, 6.套筒,7.气体测量装置,8.密封层,9.长筒状空气袋,91.通气管,10.排水灌,11.积液灌。Among them, 1. grouting outlet, 2. grouting inlet, 3. concrete shell, 4. steel bar, 5. grouting liquid, 6. sleeve, 7. gas measuring device, 8. sealing layer, 9. long cylindrical air bag, 91. Snorkel, 10. Drainage irrigation, 11. Fluid irrigation.
具体实施方式Detailed ways
为了加深对本实用新型的理解,下面将结合实例和附图对本实用新型一种检测套筒灌浆饱满度装置作进一步详述,该实施例仅用于解释本实用新型,并不构成对本实用新型保护范围的限定。In order to deepen the understanding of the present utility model, a device for detecting sleeve grouting fullness of the present utility model will be described in further detail below with reference to examples and accompanying drawings. This embodiment is only used to explain the present utility model and does not constitute protection of the present utility model. Scope limitation.
第一实施方式,如图1所示,一种检测套筒灌浆饱满度装置,包括混凝土外壳3、紧贴混凝土外壳3内腔设置的套筒6、贯穿混凝土外壳3与套筒6设置的钢筋4、贯穿混凝土外壳3与套筒6一侧设置的灌浆入口2与灌浆出口1,灌浆液5通过灌浆入口2灌注到套筒6与钢筋4空隙中;所述灌浆出口1外设气体测量装置7;所述灌浆入口2与混凝土外壳3之间设有密封层8,灌浆出口1与混凝土外壳3之间设有密封层8;所述气体测量装置7为长筒状空气袋9,长筒状空气袋9外设刻度,端部设有通气管91,多个长筒状空气袋9通过通气管91 可以彼此连接;灌浆过程中通过收紧长筒状空气袋9体积可以直接得到排出空气的体积V2。In the first embodiment, as shown in FIG. 1 , a device for detecting the fullness of grouting of a sleeve includes a
第二实施方式,如图2所示,一种检测套筒灌浆饱满度装置,包括混凝土外壳3、紧贴混凝土外壳3内腔设置的套筒6、贯穿混凝土外壳3与套筒6设置的钢筋4、贯穿混凝土外壳3与套筒6一侧设置的灌浆入口2与灌浆出口1,灌浆液5通过灌浆入口2灌注到套筒6与钢筋4空隙中;所述灌浆出口1外设气体测量装置7;所述灌浆入口2与混凝土外壳3之间设有密封层8,灌浆出口1与混凝土外壳3之间设有密封层8;所述气体测量装置7包括排水灌10和积液灌11,积液灌11内水的体积即为排出空气的体积V2。In the second embodiment, as shown in FIG. 2 , a device for detecting the fullness of grouting of a sleeve includes a
具体使用步骤说明如下:The specific use steps are as follows:
(1)精确计算套筒6内灌浆液5的体积V1:V1体积为套筒6内体积减去钢筋4的体积;套筒6内壁多数为圆柱体,计算钢筋4体积时候,变形肋的体积也要计算在内。(1) Accurately calculate the volume V1 of the
(2)作为一种优选方式,采用环氧树脂封闭灌浆出口1和灌浆入口2与混凝土外壳3接触间的空隙,此即为密封层8成型原理,防止灌浆时,套筒6内的空气从封闭灌浆出口1和灌浆入口2与混凝土外壳3接触间的缝隙漏出。(2) As a preferred method, epoxy resin is used to seal the gap between the grouting outlet 1 and the
(3)长筒状空气袋9测量排出气体体积。长筒状空气袋设计为圆柱体密闭塑料袋,未使用初始状态为真空,形状为一扁平平面;充气后为圆柱体,圆柱体检测袋上标识刻度,收紧进气口,可准确读出气体体积,长筒状空气袋可重复利用,每次测量气体体积后,采用真空泵抽真空,排除内部残留空气。(3) The long
(4)通过灌浆入口2灌入灌浆液5,使套筒6内的空气挤压通过灌浆出口 1进入长筒状空气袋9内,当灌浆液5刚从灌浆出口1流出时,封紧长筒状空气袋9,读出空气体积V2。(4) Pour the
(5)计算V1和V2差值V3。通过公式V3=V1-V2计算V3。若V3等于0,证明灌浆料完全灌满套筒;若V3大于0,V3等于套筒内存在的空气体积,也就是需要继续灌浆液的体积。(5) Calculate the difference V3 between V1 and V2. V3 is calculated by the formula V3=V1-V2. If V3 is equal to 0, it proves that the grouting material completely fills the sleeve; if V3 is greater than 0, V3 is equal to the volume of air existing in the sleeve, that is, the volume of grouting liquid that needs to be continued.
以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the within the protection scope of the present invention.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921086511.4U CN211955483U (en) | 2019-07-11 | 2019-07-11 | A device for detecting sleeve grouting fullness |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921086511.4U CN211955483U (en) | 2019-07-11 | 2019-07-11 | A device for detecting sleeve grouting fullness |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211955483U true CN211955483U (en) | 2020-11-17 |
Family
ID=73166037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921086511.4U Expired - Fee Related CN211955483U (en) | 2019-07-11 | 2019-07-11 | A device for detecting sleeve grouting fullness |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211955483U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116879108A (en) * | 2023-07-11 | 2023-10-13 | 重庆市建标工程技术有限公司 | A method for detecting sleeve grouting fullness using changes in gas volume and pressure |
-
2019
- 2019-07-11 CN CN201921086511.4U patent/CN211955483U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116879108A (en) * | 2023-07-11 | 2023-10-13 | 重庆市建标工程技术有限公司 | A method for detecting sleeve grouting fullness using changes in gas volume and pressure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203785731U (en) | Device for measuring volume of irregular enclosed container | |
| CN105806766A (en) | Flexible wall permeameter capable of measuring volume changes | |
| CN203191284U (en) | Porous material permeability coefficient tester | |
| CN101470016A (en) | Apparatus for measuring volume by built-in method | |
| CN103149140A (en) | Porous media air permeability estimating device | |
| CN109060543B (en) | Device for directly measuring the embedded amount of rubber film in triaxial test and its measuring method | |
| CN106706500A (en) | Device for determining permeability of concrete | |
| CN205607820U (en) | Flexible wall infiltration appearance that measurable body becomes | |
| CN204613071U (en) | Water supply installation of pavement material permeability test system | |
| CN104155433A (en) | Device and method for determining self-shrinkage of cement-based material | |
| CN101706495A (en) | Soil water potential sensor | |
| CN211955483U (en) | A device for detecting sleeve grouting fullness | |
| CN110260166A (en) | A kind of underground piping air tightness checking device and its application method | |
| CN111337407B (en) | Device and method for testing impermeability durability of precast concrete joints | |
| CN209055287U (en) | A kind of air tightness detection device of intake mechanical structure | |
| CN203249821U (en) | True triaxial pressure chamber lateral loading stiffened flexible hydraulic bladder | |
| CN213021788U (en) | Displacer type liquid level measuring instrument calibration device | |
| CN110388973A (en) | A standard container and its volume compensation method | |
| CN203929719U (en) | Coal seam hydrogen sulfide content determinator | |
| CN204405276U (en) | A kind of watertightness performance testing inspection system | |
| CN209103628U (en) | A Reynolds tester | |
| CN205317409U (en) | Pore pressure cell calibration system | |
| CN107328452A (en) | A kind of device and its operating method for determining irregular seal cavity volume | |
| CN217786814U (en) | Device for detecting grouting fullness of grouting sleeve by water injection method | |
| CN205015047U (en) | Bubble water position meter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240307 Address after: 518000, Unit 1, Building 2, Fuguo Industrial Zone, No. 28 Kaifeng Road, Maling Community, Meilin Street, Futian District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Ant Chuangjia Construction Technology Consulting Co.,Ltd. Country or region after: China Address before: 250022 No. 336, South Xin Zhuang West Road, Shizhong District, Ji'nan, Shandong Patentee before: University of Jinan Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201117 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
