CN106759941A - Prefabricated part construction method using air pressure moving pin - Google Patents

Prefabricated part construction method using air pressure moving pin Download PDF

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Publication number
CN106759941A
CN106759941A CN201710095523.2A CN201710095523A CN106759941A CN 106759941 A CN106759941 A CN 106759941A CN 201710095523 A CN201710095523 A CN 201710095523A CN 106759941 A CN106759941 A CN 106759941A
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China
Prior art keywords
pin
hole
shear
reserved
pin hole
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张建东
高文忠
陈传明
孔维良
刘朵
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Anhui Gaodi Environmental Protection Co ltd
Nanjing Tech University
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Anhui Gaodi Environmental Protection Co ltd
Nanjing Tech University
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Priority to CN201710095523.2A priority Critical patent/CN106759941A/en
Publication of CN106759941A publication Critical patent/CN106759941A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4142Elements with sockets with transverse hook- or loop-receiving parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483Shear dowels to be embedded in concrete

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

本发明涉及一种利用空压移动销的预制件及其施工方法,预制件包括:相对设置的第一构件和第二构件,在第一构件的端部并向其内部延伸设有若干个第一销孔,第一预留孔从第一构件的侧面连通第一销孔;在第二构件的端部并向其内部延伸设有若干个第二销孔,第二预留孔从第二构件的侧面连通第二销孔;若干个第一销孔与若干个第二销孔能够一一对应且同轴线的相对设置。施工方法包括1)向每个第一销孔内插入剪力销;2)将第一构件和第二构件相对设置;3)将空气压缩机连接到一第一预留孔,然后空气压缩机产生高压空气推动剪力销移动到第二销孔内;4)通过各个第一预留孔和各个第二预留孔分别向第一销孔和第二销孔灌入水泥砂浆。

The invention relates to a prefabricated part using air pressure moving pins and a construction method thereof. The prefabricated part comprises: a first component and a second component arranged oppositely, and a plurality of first component parts are arranged at the end of the first component and extending inwardly. A pin hole, the first reserved hole communicates with the first pin hole from the side of the first member; at the end of the second member and extends to its interior, there are several second pin holes, and the second reserved hole connects with the second The side surface of the component communicates with the second pin holes; the several first pin holes and the several second pin holes can correspond to each other and be coaxially arranged oppositely. The construction method includes 1) inserting shear pins into each first pin hole; 2) setting the first component and the second component opposite; 3) connecting the air compressor to a first reserved hole, and then the air compressor Generate high-pressure air to push the shear pin to move into the second pin hole; 4) pour cement mortar into the first pin hole and the second pin hole respectively through each first reserved hole and each second reserved hole.

Description

利用空压移动销的预制件施工方法Construction method of prefabricated parts using pneumatic movable pins

技术领域technical field

本发明涉及一种预制装配式混凝土构件间的抗剪连接构造,尤其涉及一种利用空压移动销的预制件及其施工方法。The invention relates to a shear connection structure between prefabricated assembled concrete components, in particular to a prefabricated part using air pressure moving pins and a construction method thereof.

背景技术Background technique

装配式钢筋混凝土结构是我国建筑结构发展的重要方向之一,它有利于我国建筑工业化的发展,提高生产效率节约能源,发展绿色环保建筑,并且有利于提高和保证建筑工程质量。与现浇施工工法相比,装配式RC结构有利于绿色施工,因为装配式施工更能符合绿色施工的节地、节能、节材、节水和环境保护等要求,降低对环境的负面影响,包括降低噪音、防止扬尘、减少环境污染、清洁运输、减少场地干扰、节约水、电、材料等资源和能源,遵循可持续发展的原则。Prefabricated reinforced concrete structure is one of the important directions for the development of my country's building structure. It is conducive to the development of my country's building industrialization, improving production efficiency and saving energy, developing green and environmentally friendly buildings, and is conducive to improving and ensuring the quality of construction projects. Compared with the cast-in-place construction method, the prefabricated RC structure is conducive to green construction, because the prefabricated construction can better meet the requirements of green construction, such as land saving, energy saving, material saving, water saving and environmental protection, and reduce the negative impact on the environment. Including reducing noise, preventing dust, reducing environmental pollution, clean transportation, reducing site disturbance, saving water, electricity, materials and other resources and energy, and following the principles of sustainable development.

为了提高装配式预制混凝土构件间的整体性,其连接构造普遍采用的构造方式有:方法一、预制构件端部预留钢筋,采用后浇湿接缝的方式将构件连成整体;方法二、预制构件留有预留孔道,采用张拉预应力筋的方法,将构件连成整体;方法三、在预制构件的一侧预留钢筋,在其另一侧留有预留孔道,采用植筋胶进行连接;方法四、类似于隧道管片间采用在板肋中预留孔道,通过高强螺栓将管片连接。In order to improve the integrity of prefabricated concrete components, the common construction methods used in the connection structure are: method 1, reserve steel bars at the end of prefabricated components, and connect the components into a whole by post-wetting joints; method 2, Prefabricated components have reserved channels, and the method of tensioning prestressed tendons is used to connect the components into a whole; Method 3: Reserve steel bars on one side of the prefabricated components, and reserve channels on the other side, and use planting reinforcement Glue for connection; method 4, similar to tunnel segments, use reserved channels in the plate ribs, and connect the segments through high-strength bolts.

采用预留筋,后浇湿接缝的工艺,增加了现场浇筑混凝土的工作量,不利于现场的管理和质量控制;采用预应力筋的连接构造,适用于跨度大,所受弯矩大的结构;采用植筋胶连接,要求安装精度高,对构件的安装带来一定的困难;而采用高强螺栓的连接构造,更是适用于带有板肋的预制构件。The process of using reserved tendons and pouring wet joints afterward increases the workload of on-site pouring concrete, which is not conducive to on-site management and quality control; the connection structure of prestressed tendons is suitable for large spans and large bending moments Structure; the use of planting glue to connect requires high installation accuracy, which brings certain difficulties to the installation of components; and the connection structure using high-strength bolts is more suitable for prefabricated components with plate ribs.

有鉴于上述现有的预制构件连接构造存在的缺陷,本发明人基于从事此类产品设计制造多年丰富的实务经验及专业知识,并配合学理的运用,积极加以研究创新,以期创设一种新型利用空压效应的孔内销件移动的装置和使用方法,提高预制构件的安装便捷性,使用安全性能,使其更具有实用性。经过不断的研究、设计,并经反复试作样品及改进后,终于创设出确具实用价值的本发明。In view of the defects in the above-mentioned existing prefabricated component connection structure, the inventor actively researches and innovates on the basis of years of rich practical experience and professional knowledge in the design and manufacture of this type of product, and cooperates with the application of academic theory, in order to create a new type of utilization The device and method for moving the pin in the hole by the air pressure effect improve the convenience of installation of the prefabricated component and the safety performance of use, making it more practical. Through continuous research, design, and after repeated trial samples and improvements, the present invention with practical value is finally created.

发明内容Contents of the invention

本发明的主要目的在于,克服现有的预制构件连接构造存在的局限性和缺陷,而提供一种新型利用空压效应的孔内销件移动的装置和使用方法,提高预制构件装配的便捷性、安装成本的经济性以及增加安装构件的适用性,从而更加适于实用,且具有产业上的利用价值。The main purpose of the present invention is to overcome the limitations and defects of the existing prefabricated component connection structure, and provide a new device and method for using the air pressure effect to move the pin in the hole, so as to improve the convenience of prefabricated component assembly. The installation cost is economical and the applicability of the installation components is increased, so it is more suitable for practical use and has industrial utilization value.

为达到上述目的,本发明采用的一种技术方案为:一种利用空压移动销的预制件,包括:相对设置的第一构件和第二构件,及设置在第一构件和第二构件之间的剪力销,其特征在于,In order to achieve the above object, a technical solution adopted by the present invention is: a prefabricated part using air pressure to move the pin, including: a first component and a second component arranged oppositely, and a The shear pin between, is characterized in that,

在第一构件的端部并向其内部延伸设有若干个第一销孔,每个第一销孔均对应设置有至少一个第一预留孔,第一预留孔从第一构件的侧面连通第一销孔;At the end of the first member and extending to the inside, there are several first pin holes, and each first pin hole is correspondingly provided with at least one first reserved hole, and the first reserved hole starts from the side of the first member connected to the first pin hole;

在第二构件的端部并向其内部延伸设有若干个第二销孔,每个第二销孔均对应设置有至少一个第二预留孔,第二预留孔从第二构件的侧面连通第二销孔;At the end of the second member and extending to the inside, there are several second pin holes, and each second pin hole is correspondingly provided with at least one second reserved hole, and the second reserved hole is formed from the side of the second member. connected to the second pin hole;

若干个第一销孔与若干个第二销孔能够一一对应且同轴线的相对设置。The plurality of first pin holes and the plurality of second pin holes can correspond to each other and be arranged oppositely on the same axis.

本发明一个较佳实施例中,所述剪力销端部套设有密封橡胶圈。In a preferred embodiment of the present invention, the end of the shear pin is covered with a sealing rubber ring.

本发明一个较佳实施例中,所述剪力销中部外周设置有若干个定位钢筋。In a preferred embodiment of the present invention, several positioning steel bars are arranged on the outer periphery of the middle part of the shear pin.

本发明一个较佳实施例中,三个定位钢筋互呈120°夹角环绕设置在所述定位销外周。In a preferred embodiment of the present invention, three positioning steel bars are arranged around the outer periphery of the positioning pin at an angle of 120° to each other.

本发明一个较佳实施例中,所述第一销孔垂直于所述第一预留孔;所述第二销孔垂直于所述第二预留孔。In a preferred embodiment of the present invention, the first pin hole is perpendicular to the first reserved hole; the second pin hole is perpendicular to the second reserved hole.

本发明一个较佳实施例中,每个第一销孔均对应设置有两个第一预留孔。In a preferred embodiment of the present invention, each first pin hole is correspondingly provided with two first reserved holes.

本发明一个较佳实施例中,所述第二销孔的深度等于所述剪力销长度的二分之一,所述第一销孔深度大于所述剪力销的长度。In a preferred embodiment of the present invention, the depth of the second pin hole is equal to half of the length of the shear pin, and the depth of the first pin hole is greater than the length of the shear pin.

本发明一个较佳实施例中,至少一个第一预留孔连通在第一销孔的最底端,至少一个第二预留孔连通在第二销孔的最底端。In a preferred embodiment of the present invention, at least one first reserved hole communicates with the bottom end of the first pin hole, and at least one second reserved hole communicates with the bottom end of the second pin hole.

本发明一个较佳实施例中,所述第一销孔对应设置两个第一预留孔,其中一个第一预留孔连通所述第一销孔的最底端,另一个第一预留孔连通所述第一销孔的中部。In a preferred embodiment of the present invention, the first pin hole is correspondingly provided with two first reserved holes, one of the first reserved holes communicates with the bottom end of the first pin hole, and the other first reserved hole The hole communicates with the middle part of the first pin hole.

本发明采用的另一种技术方案为:一种针对预制件进行的施工方法,其特征在于,包括如下操作步骤:Another technical solution adopted by the present invention is: a construction method for prefabricated parts, which is characterized in that it includes the following steps:

(1)向每个第一销孔内插入剪力销,且所述剪力销全部位于第一销孔内;(1) Insert a shear pin into each first pin hole, and all the shear pins are located in the first pin hole;

(2)将第一构件和第二构件相对设置,保持若干个第一销孔与若干个第二销孔能够一一对应且同轴线的相对设置;(2) Arranging the first component and the second component opposite to each other, keeping the relative arrangement of the first pin holes and the second pin holes in one-to-one correspondence and on the same axis;

(3)将空气压缩机逐一连接到一第一预留孔,该第一预留孔为连通所述第一销孔最底端的第一预留孔,然后空气压缩机产生高压空气推动剪力销移动到第二销孔内,直到所有第一销孔内的剪力销均移动到对应的第二销孔内;(3) Connect the air compressors one by one to a first reserved hole, which is the first reserved hole connected to the bottom of the first pin hole, and then the air compressor generates high-pressure air to push the shear force The pin moves into the second pin hole until all the shear pins in the first pin hole move into the corresponding second pin hole;

(4)通过各个第一预留孔和各个第二预留孔分别向第一销孔和第二销孔灌入水泥砂浆,使剪力销两端分别固定在第一销孔和第二销孔内。(4) Fill cement mortar into the first pin hole and the second pin hole respectively through each first reserved hole and each second reserved hole, so that the two ends of the shear pin are respectively fixed on the first pin hole and the second pin hole inside the hole.

本发明一个较佳实施例中,所述步骤(3)中可以通过第二预留孔观察剪力销是否移动到预定位置:如果从第二预留孔底部未观察到剪力销,即剪力销未移动到预定位置,需要空气压缩机再次补吹;如果从第二预留孔底部观察到剪力销,即剪力销移动到了预定位置。In a preferred embodiment of the present invention, in the step (3), it is possible to observe whether the shear pin moves to a predetermined position through the second reserved hole: if the shear pin is not observed from the bottom of the second reserved hole, that is, the shear pin If the force pin has not moved to the predetermined position, the air compressor needs to blow again; if the shear pin is observed from the bottom of the second reserved hole, that is, the shear pin has moved to the predetermined position.

本发明一个较佳实施例中,将剪力销带有密封橡胶圈的一端插入到第一销孔内。In a preferred embodiment of the present invention, the end of the shear pin with the sealing rubber ring is inserted into the first pin hole.

本发明利用空压效应进行孔内销件移动的预制件及使用方法具有下列优点:与传统的预制构件间连接结构相比,本发明的利用空压效应的孔内销件移动的装置通过优化结构设计,采用高压空气推动孔道内的销件移动到相应位置,通过注浆孔灌注水泥砂浆,固定销件位置,实现销件的受剪作用。销件上设有定位钢筋,保证钢筋被水泥砂浆充分的包裹。在销件的端部安装有密封橡胶圈,保证空气压力作用到销件上。本连接构造的最大优点是,施工后,预制结构外表美观,预制构件安装快捷方便,降低了安装的成本造价。The present invention utilizes the air pressure effect to move the prefabricated part of the pin in the hole and the use method has the following advantages: Compared with the traditional connection structure between prefabricated components, the device for the movement of the pin in the hole using the air pressure effect of the present invention is designed through an optimized structure , use high-pressure air to push the pins in the channel to move to the corresponding position, pour cement mortar through the grouting hole, fix the position of the pins, and realize the shearing effect of the pins. The pins are provided with positioning steel bars to ensure that the steel bars are fully wrapped by cement mortar. A sealing rubber ring is installed at the end of the pin to ensure that the air pressure acts on the pin. The biggest advantage of this connection structure is that after construction, the appearance of the prefabricated structure is beautiful, the installation of the prefabricated components is quick and convenient, and the cost of installation is reduced.

附图说明Description of drawings

下面结合附图和实施例对本发明进一步说明;Below in conjunction with accompanying drawing and embodiment the present invention is further described;

图1为本发明的预制件的俯视结构示意图;Fig. 1 is the top view structure schematic diagram of the prefabricated part of the present invention;

图2为本发明的预制件的侧面剖视结构示意图;Fig. 2 is a side sectional structural schematic diagram of the prefabricated part of the present invention;

图3为本发明的预制件的局部俯视结构示意图;Fig. 3 is a partial top view structural schematic diagram of the prefabricated part of the present invention;

图4为本发明的剪力销的结构示意图;Fig. 4 is the structural representation of shear pin of the present invention;

图5为图4中1-1向的侧视图;Fig. 5 is a side view of direction 1-1 in Fig. 4;

图6为图4中2-2向的侧视图;Fig. 6 is the side view of 2-2 in Fig. 4;

图中:1、第一销孔,2、第二销孔,3、第一预留孔(进气孔),4、第一预留孔(排气孔、泌水孔)、,5、第二预留孔(注浆孔、排气孔),6、钢棒,7、定位钢筋,8、密封橡胶圈,9、空气压缩机。In the figure: 1. The first pin hole, 2. The second pin hole, 3. The first reserved hole (air intake hole), 4. The first reserved hole (exhaust hole, bleeding hole), 5. The second reserved hole (grouting hole, vent hole), 6, steel rod, 7, positioning steel bar, 8, sealing rubber ring, 9, air compressor.

具体实施方式detailed description

为更进一步阐述本发明为达成预定发明目的所采取的技术手段及功效,对依据本发明提出的利用空压效应的孔内销件移动的装置和使用方法及其具体实施方式、特征及其功效,详细说明如后。In order to further explain the technical means and effects adopted by the present invention to achieve the intended invention purpose, the device and method of use for moving the pin in the hole using the air pressure effect proposed according to the present invention, as well as its specific implementation, features and effects, Details are as follows.

一种利用空压移动销的预制件,包括:相对设置的第一构件和第二构件,及设置在第一构件和第二构件之间的剪力销,在第一构件的端部并向其内部延伸设有若干个第一销孔1,每个第一销孔1均对应设置有两个第一预留孔3、4,第一预留孔3、4从第一构件的侧面连通第一销孔1;在第二构件的端部并向其内部延伸设有若干个第二销孔2,每个第二销孔2均对应设置有一个第二预留孔5,第二预留孔5从第二构件的侧面连通第二销孔2;若干个第一销孔1与若干个第二销孔2能够一一对应且同轴线的相对设置。A prefabricated part that uses air pressure to move pins, including: a first member and a second member that are arranged oppositely, and a shear pin arranged between the first member and the second member, and the end of the first member is parallel to the There are several first pin holes 1 extending inside, each first pin hole 1 is correspondingly provided with two first reserved holes 3, 4, and the first reserved holes 3, 4 communicate from the side of the first member The first pin hole 1; a number of second pin holes 2 are provided at the end of the second member and extending to the inside, and each second pin hole 2 is correspondingly provided with a second reserved hole 5, the second reserved hole 5 The remaining hole 5 communicates with the second pin hole 2 from the side of the second member; several first pin holes 1 and several second pin holes 2 can be arranged in one-to-one correspondence and coaxially.

剪力销端部套设有密封橡胶圈8,剪力销中部外周设置有若干个定位钢筋7,三个定位钢筋7互呈120°夹角环绕设置在定位销外周。The end of the shear pin is covered with a sealing rubber ring 8, and the outer periphery of the middle part of the shear pin is provided with several positioning steel bars 7, and the three positioning steel bars 7 are mutually formed at an angle of 120° and are arranged around the outer circumference of the positioning pin.

第一销孔1垂直于第一预留孔3、4;第二销孔2垂直于第二预留孔5。The first pin hole 1 is perpendicular to the first reserved holes 3 , 4 ; the second pin hole 2 is perpendicular to the second reserved hole 5 .

第二销孔2的深度等于剪力销长度的二分之一,第一销孔1深度大于剪力销的长度。The depth of the second pin hole 2 is equal to 1/2 of the length of the shear pin, and the depth of the first pin hole 1 is greater than the length of the shear pin.

两个第一预留孔3、4中的一个第一预留孔3连通第一销孔1的最底端,另一个第一预留孔4连通第一销孔1的中部,第二预留孔5连通在第二销孔2的最底端。One of the two first reserved holes 3 and 4 communicates with the bottom end of the first pin hole 1, the other first reserved hole 4 communicates with the middle of the first pin hole 1, and the second reserved hole 4 communicates with the bottom of the first pin hole 1. The remaining hole 5 communicates with the bottommost end of the second pin hole 2 .

一种针对预制件进行的施工方法,包括如下操作步骤:A construction method for prefabricated parts, comprising the following steps:

(1)向每个第一销孔1内插入剪力销,且剪力销全部位于第一销孔1内;(1) Insert a shear pin into each first pin hole 1, and all the shear pins are located in the first pin hole 1;

(2)将第一构件和第二构件相对设置,保持若干个第一销孔1与若干个第二销孔2能够一一对应且同轴线的相对设置;(2) Arranging the first member and the second member oppositely, keeping a plurality of first pin holes 1 and a plurality of second pin holes 2 in one-to-one correspondence and coaxial relative arrangement;

(3)将空气压缩机9逐一连接到一第一预留孔3,该第一预留孔3为连通第一销孔1最底端的第一预留孔3,然后空气压缩机9产生高压空气推动剪力销移动到第二销孔2内,直到所有第一销孔1内的剪力销均移动到对应的第二销孔2内;(3) Connect the air compressors 9 one by one to a first reserved hole 3, which is the first reserved hole 3 connected to the bottom of the first pin hole 1, and then the air compressor 9 generates high pressure The air pushes the shear pins to move into the second pin holes 2 until all the shear pins in the first pin holes 1 move into the corresponding second pin holes 2;

(4)通过各个第一预留孔3、4和各个第二预留孔5分别向第一销孔1和第二销孔2灌入水泥砂浆,使剪力销两端分别固定在第一销孔1和第二销孔2内。(4) Fill cement mortar into the first pin hole 1 and the second pin hole 2 through each first reserved hole 3, 4 and each second reserved hole 5, so that both ends of the shear pin are respectively fixed on the first Pin hole 1 and the second pin hole 2.

步骤(3)中可以通过第二预留孔5观察剪力销是否移动到预定位置:如果从第二预留孔5底部未观察到剪力销,即剪力销未移动到预定位置,需要空气压缩机9再次补吹;如果从第二预留孔5底部观察到剪力销,即剪力销移动到了预定位置。将剪力销带有密封橡胶圈8的一端插入到第一销孔1内。In step (3), you can observe whether the shear pin has moved to the predetermined position through the second reserved hole 5: if the shear pin is not observed from the bottom of the second reserved hole 5, that is, the shear pin has not moved to the predetermined position, you need to The air compressor 9 blows again; if the shear pin is observed from the bottom of the second reserved hole 5, that is, the shear pin has moved to a predetermined position. Insert the end of the shear pin with the sealing rubber ring 8 into the first pin hole 1 .

实施例Example

如图所示利用空压效应的孔内销件移动的装置包括有:第一销孔1、第二销孔2,第一预留孔(进气孔)3,第一预留孔(排气孔、泌水孔)4、第二预留孔(注浆孔、排气孔)5,钢棒6,定位钢筋7,密封橡胶圈8和空气压缩机9。As shown in the figure, the device for moving the pin in the hole using the air pressure effect includes: the first pin hole 1, the second pin hole 2, the first reserved hole (air intake hole) 3, the first reserved hole (exhaust hole) hole, bleeding hole) 4, the second reserved hole (grouting hole, vent hole) 5, steel rod 6, positioning steel bar 7, sealing rubber ring 8 and air compressor 9.

利用空压效应的孔内销件移动的装置主体由预留孔、销孔和销件组成,其中第一销孔1与第二销孔2之间的轴线在同一直线上,第一销孔1的长度为2.5L,第二销孔2的长度为L,第一销孔1和第二销孔2为水平孔道;竖向孔道由第一预留孔(进气孔)3、第一预留孔(排气孔、泌水孔)4、第二预留孔(注浆孔、排气孔)5共三部分组成,竖向孔道与水平向孔道相垂直并贯通。剪力销由钢棒6、定位钢筋7以及密封橡胶圈8三部分组成,其长度为2L。钢棒6的长度要小于第一销孔的长度,以保证剪力销可以全部装入第一销孔中,方便预制构件的安装,保证剪力销在安装过程中,不被碰撞。密封橡胶圈8起到增加空气阻力,以保证销件6被高压空气推动。定位钢筋7的主要作用有两个,其一,在第一销孔和第二销孔之间有错台时,剪力销端部不会发生阻挡;其二,保证剪力销可以被水泥砂浆充分包裹,增加剪力销与预制构件间的整体性。The main body of the device that uses the air pressure effect to move the pin in the hole is composed of a reserved hole, a pin hole and a pin, wherein the axes between the first pin hole 1 and the second pin hole 2 are on the same straight line, and the first pin hole 1 The length of the second pin hole 2 is L, the first pin hole 1 and the second pin hole 2 are horizontal channels; the vertical channel is composed of the first reserved hole (air intake hole) 3, the first reserved hole The reserved hole (vent hole, bleeding hole) 4 and the second reserved hole (grouting hole, vent hole) 5 are composed of three parts, and the vertical channel is perpendicular to the horizontal channel and runs through it. The shear pin is composed of steel rod 6, positioning steel bar 7 and sealing rubber ring 8, and its length is 2L. The length of steel bar 6 will be less than the length of the first pin hole, to ensure that the shear pins can all be packed into the first pin holes, to facilitate the installation of prefabricated components, to ensure that the shear pins are not collided during installation. The sealing rubber ring 8 plays the role of increasing air resistance to ensure that the pin 6 is pushed by high-pressure air. The main function of positioning reinforcement 7 is two, one, when there is a staggered platform between the first pin hole and the second pin hole, the end of the shear pin will not be blocked; the other is to ensure that the shear pin can be cemented The mortar is fully wrapped to increase the integrity between the shear pin and the prefabricated components.

一种利用空压效应的孔内销件移动的装置的制作和使用方法,包括如下操作步骤,A method for making and using a device for moving a pin in a hole using the air pressure effect, comprising the following steps,

(1)制备剪力销,剪力销的主体部分为钢棒6,长度为2L,在钢棒的端部安装有密封橡胶圈8,在钢棒的中部焊接有定位钢筋7,定位钢筋7由三根较细钢筋组成,呈120°夹角布置;(1) Prepare the shear pin. The main part of the shear pin is a steel rod 6 with a length of 2L. A sealing rubber ring 8 is installed at the end of the steel rod, and a positioning reinforcement 7 is welded in the middle of the steel rod. The positioning reinforcement 7 It is composed of three thinner steel bars arranged at an angle of 120°;

(2)制作预制构件,并在预制构件中预埋数排预埋孔道(1)、(2)、(3)、(4)、(5)共5个孔道;(2) Make prefabricated components, and embed several rows of pre-embedded channels (1), (2), (3), (4), and (5) in the prefabricated components, a total of 5 channels;

(3)安装第一片预制构件,并将剪力销带有密封橡胶圈安装到预留孔道(1)中;(3) Install the first piece of prefabricated component, and install the shear pin with sealing rubber ring into the reserved hole (1);

(4)安装下一片预制构件,并将孔道(1)与孔道(2)对齐;(4) Install the next prefabricated component and align the tunnel (1) with the tunnel (2);

(5)使用空气压缩机产生的高压空气通过孔道(3)推动剪力销,并将其推到另一个孔道(2)中;(5) Use the high-pressure air generated by the air compressor to push the shear pin through the channel (3) and push it into another channel (2);

(6)通过孔道(5)观察剪力销是否移动到位,对移动未到位的剪力销,进行二次补吹;(6) Observe whether the shear pins have moved in place through the tunnel (5), and perform secondary supplementary blowing for the shear pins that have not moved in place;

(7)通过孔道(5)灌入水泥砂浆,使剪力销固定在孔道中,将其它孔用砂浆进行封堵;(7) Pour cement mortar through the tunnel (5), fix the shear pins in the tunnel, and seal other holes with mortar;

(8)重复上述步骤,依次施工各个剪力销。(8) Repeat the above steps to construct each shear pin in turn.

本发明不限于上述实施例中第一构件一端均设置第一销孔1,第二构件一端设置第二销孔2的技术方案,还可以存在以下延伸:The present invention is not limited to the technical solution in which the first pin hole 1 is provided at one end of the first member and the second pin hole 2 is provided at one end of the second member in the above embodiment, and the following extensions may also exist:

1.同一个构件的一端设置第一销孔,另一端设置第二销孔,不同的两个构件带有不同销孔的端部相互对接。1. One end of the same component is provided with a first pin hole, and the other end is provided with a second pin hole, and the ends of two different components with different pin holes are butted with each other.

2.构件X的同一端可以同时设置两种销孔,如第一销孔和第二销孔交替排列在同一端,而构件Y的一端部与构件X对接时只要保证构件X上的第一销孔可以跟构件Y的第二销孔同轴线,同时构件X上的第二销孔可以跟构件Y的第一销孔同轴线即可。2. The same end of component X can be provided with two kinds of pin holes at the same time. For example, the first pin hole and the second pin hole are arranged alternately at the same end, and when one end of component Y is docked with component X, only the first pin hole on component X must be ensured. The pin hole can be coaxial with the second pin hole of component Y, while the second pin hole on component X can be coaxial with the first pin hole of component Y.

以上所述,仅是本发明的较佳实施例而已,并非对本发明作任何形式上的限制,虽然本发明已以较佳实施例揭露如上,然而并非用以限定本发明,任何熟悉本专业的技术人员,在不脱离本发明技术方案范围内,当可利用上述揭示的技术内容做出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本发明技术方案的内容,依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均仍属于本发明技术方案的范围内。The above description is only a preferred embodiment of the present invention, and does not limit the present invention in any form. Although the present invention has been disclosed as above with preferred embodiments, it is not intended to limit the present invention. Anyone familiar with this field Those skilled in the art, without departing from the scope of the technical solution of the present invention, may use the technical content disclosed above to make some changes or modify them into equivalent embodiments with equivalent changes. Technical Essence of the Invention Any simple modifications, equivalent changes and modifications made to the above embodiments still fall within the scope of the technical solutions of the present invention.

Claims (10)

1.一种利用空压移动销的预制件,包括:相对设置的第一构件和第二构件,及设置在第一构件和第二构件之间的剪力销,其特征在于,1. A prefabricated part that utilizes air pressure to move pins, comprising: a first component and a second component that are arranged oppositely, and a shear pin that is arranged between the first component and the second component, characterized in that, 在第一构件的端部并向其内部延伸设有若干个第一销孔,每个第一销孔均对应设置有至少一个第一预留孔,第一预留孔从第一构件的侧面连通第一销孔;At the end of the first member and extending to the inside, there are several first pin holes, and each first pin hole is correspondingly provided with at least one first reserved hole, and the first reserved hole starts from the side of the first member connected to the first pin hole; 在第二构件的端部并向其内部延伸设有若干个第二销孔,每个第二销孔均对应设置有至少一个第二预留孔,第二预留孔从第二构件的侧面连通第二销孔;At the end of the second member and extending to the inside, there are several second pin holes, and each second pin hole is correspondingly provided with at least one second reserved hole, and the second reserved hole is formed from the side of the second member. connected to the second pin hole; 若干个第一销孔与若干个第二销孔能够一一对应且同轴线的相对设置。The plurality of first pin holes and the plurality of second pin holes can correspond to each other and be arranged oppositely on the same axis. 2.根据权利要求1所述的利用空压移动销的预制件,其特征在于:所述剪力销端部套设有密封橡胶圈。2. The prefabricated part using air pressure to move the pin according to claim 1, characterized in that: the end of the shear pin is covered with a sealing rubber ring. 3.根据权利要求1所述的利用空压移动销的预制件,其特征在于:所述剪力销中部外周设置有若干个定位钢筋。3. The prefabricated part using air pressure to move the pin according to claim 1, characterized in that: several positioning steel bars are arranged on the outer periphery of the middle part of the shear pin. 4.根据权利要求3所述的利用空压移动销的预制件,其特征在于:三个定位钢筋互呈120°夹角环绕设置在所述定位销外周。4. The prefabricated part using air pressure to move the pin according to claim 3, characterized in that three positioning steel bars are arranged around the outer periphery of the positioning pin at an angle of 120° to each other. 5.根据权利要求1所述的利用空压移动销的预制件,其特征在于:所述第一销孔垂直于所述第一预留孔;所述第二销孔垂直于所述第二预留孔。5. The prefabricated part using air pressure to move pins according to claim 1, characterized in that: the first pin hole is perpendicular to the first reserved hole; the second pin hole is perpendicular to the second Reserved hole. 6.根据权利要求1所述的利用空压移动销的预制件,其特征在于:每个第一销孔均对应设置有两个第一预留孔。6. The prefabricated part using air pressure to move pins according to claim 1, wherein each first pin hole is correspondingly provided with two first reserved holes. 7.根据权利要求1所述的利用空压移动销的预制件,其特征在于:所述第二销孔的深度等于所述剪力销长度的二分之一,所述第一销孔深度大于所述剪力销的长度。7. The prefabricated part utilizing air pressure to move pins according to claim 1, wherein the depth of the second pin hole is equal to half of the length of the shear pin, and the depth of the first pin hole is 1/2 of the length of the shear pin. greater than the length of the shear pin. 8.根据权利要求1所述的利用空压移动销的预制件,其特征在于:至少一个第一预留孔连通在第一销孔的最底端,至少一个第二预留孔连通在第二销孔的最底端。8. The prefabricated part using air pressure to move the pin according to claim 1, characterized in that: at least one first reserved hole communicates with the bottom end of the first pin hole, and at least one second reserved hole communicates with the bottom end of the first pin hole. The bottom end of the second pin hole. 9.一种针对权利要求1-8中任一权利要求所述预制件进行的施工方法,其特征在于,包括如下操作步骤:9. A construction method for the prefabricated part according to any one of claims 1-8, characterized in that it comprises the following steps: (1)向每个第一销孔内插入剪力销,且所述剪力销全部位于第一销孔内;(1) Insert a shear pin into each first pin hole, and all the shear pins are located in the first pin hole; (2)将第一构件和第二构件相对设置,保持若干个第一销孔与若干个第二销孔能够一一对应且同轴线的相对设置;(2) Arranging the first component and the second component opposite to each other, keeping the relative arrangement of the first pin holes and the second pin holes in one-to-one correspondence and on the same axis; (3)将空气压缩机逐一连接到一第一预留孔,该第一预留孔为连通所述第一销孔最底端的第一预留孔,然后空气压缩机产生高压空气推动剪力销移动到第二销孔内,直到所有第一销孔内的剪力销均移动到对应的第二销孔内;(3) Connect the air compressors one by one to a first reserved hole, which is the first reserved hole connected to the bottom of the first pin hole, and then the air compressor generates high-pressure air to push the shear force The pin moves into the second pin hole until all the shear pins in the first pin hole move into the corresponding second pin hole; (4)通过各个第一预留孔和各个第二预留孔分别向第一销孔和第二销孔灌入水泥砂浆,使剪力销两端分别固定在第一销孔和第二销孔内。(4) Fill cement mortar into the first pin hole and the second pin hole respectively through each first reserved hole and each second reserved hole, so that the two ends of the shear pin are respectively fixed on the first pin hole and the second pin hole inside the hole. 10.根据权利要求9所述的施工方法,其特征在于:所述步骤(3)中可以通过第二预留孔观察剪力销是否移动到预定位置:如果从第二预留孔底部未观察到剪力销,即剪力销未移动到预定位置,需要空气压缩机再次补吹;如果从第二预留孔底部观察到剪力销,即剪力销移动到了预定位置。10. The construction method according to claim 9, characterized in that: in the step (3), it is possible to observe whether the shear pin moves to the predetermined position through the second reserved hole: if the shear pin is not observed from the bottom of the second reserved hole When the shear pin is reached, that is, the shear pin has not moved to the predetermined position, the air compressor needs to blow again; if the shear pin is observed from the bottom of the second reserved hole, that is, the shear pin has moved to the predetermined position.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108252431A (en) * 2018-01-24 2018-07-06 浙江立鹏建设有限公司 A kind of assembled wall and its construction method

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3342457A1 (en) * 1983-11-24 1985-06-05 Johann 6054 Dietzenbach Gerstorfer Compressed-air cleaning probe for masonry drill-holes
EP1251208A2 (en) * 2001-04-17 2002-10-23 Markus Nyenhuis Method and device for the drying of construction elements and the repair of water damage to same
CN201043342Y (en) * 2007-02-15 2008-04-02 慧鱼(太仓)建筑锚栓有限公司 Expansible and knotted anchor bolt of heat-preserving system
CN102405322A (en) * 2009-07-09 2012-04-04 安全板有限公司 Precast element connector and connection method
CN102747687A (en) * 2012-07-09 2012-10-24 江苏省交通工程集团有限公司 Non-floor type bracket bearing shear pin and construction method thereof
US20130000222A1 (en) * 2011-05-24 2013-01-03 Edward Robak Insulating Construction Panels, Systems and Methods
CN102912928A (en) * 2012-11-16 2013-02-06 黑龙江宇辉新型建筑材料有限公司 Structural member for restraining grouting anchoring connection by using two ends of steel bar and connection method
CN103243618A (en) * 2013-03-29 2013-08-14 隔而固(青岛)振动控制有限公司 Easy-maintenance central shear hinge and application thereof
CN104314314A (en) * 2014-11-17 2015-01-28 中冶建筑研究总院有限公司 Grouting connection construction method
CN104405401A (en) * 2014-10-11 2015-03-11 北京市政路桥股份有限公司 Pneumatic rock crushing device
CN104674982A (en) * 2015-03-09 2015-06-03 北京工业大学 Novel single-row reinforcement assembling shear wall and method thereof
CN104805912A (en) * 2015-04-15 2015-07-29 吴方华 Connecting node of prefabricated air conditioner panel and prefabricated shear wall
CN105014785A (en) * 2015-08-02 2015-11-04 长安大学 Steel bar anchoring preformed hole forming device and method for prefabricated assembled type concrete members
CN205558270U (en) * 2016-01-25 2016-09-07 中国建筑第二工程局有限公司 Square waffle slab inner support reinforcing device
CN205712832U (en) * 2016-06-28 2016-11-23 中机中联工程有限公司 Connector in the middle part of a kind of prefabricated gangboard

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3342457A1 (en) * 1983-11-24 1985-06-05 Johann 6054 Dietzenbach Gerstorfer Compressed-air cleaning probe for masonry drill-holes
EP1251208A2 (en) * 2001-04-17 2002-10-23 Markus Nyenhuis Method and device for the drying of construction elements and the repair of water damage to same
CN201043342Y (en) * 2007-02-15 2008-04-02 慧鱼(太仓)建筑锚栓有限公司 Expansible and knotted anchor bolt of heat-preserving system
CN102405322A (en) * 2009-07-09 2012-04-04 安全板有限公司 Precast element connector and connection method
US20130000222A1 (en) * 2011-05-24 2013-01-03 Edward Robak Insulating Construction Panels, Systems and Methods
CN102747687A (en) * 2012-07-09 2012-10-24 江苏省交通工程集团有限公司 Non-floor type bracket bearing shear pin and construction method thereof
CN102912928A (en) * 2012-11-16 2013-02-06 黑龙江宇辉新型建筑材料有限公司 Structural member for restraining grouting anchoring connection by using two ends of steel bar and connection method
CN103243618A (en) * 2013-03-29 2013-08-14 隔而固(青岛)振动控制有限公司 Easy-maintenance central shear hinge and application thereof
CN104405401A (en) * 2014-10-11 2015-03-11 北京市政路桥股份有限公司 Pneumatic rock crushing device
CN104314314A (en) * 2014-11-17 2015-01-28 中冶建筑研究总院有限公司 Grouting connection construction method
CN104674982A (en) * 2015-03-09 2015-06-03 北京工业大学 Novel single-row reinforcement assembling shear wall and method thereof
CN104805912A (en) * 2015-04-15 2015-07-29 吴方华 Connecting node of prefabricated air conditioner panel and prefabricated shear wall
CN105014785A (en) * 2015-08-02 2015-11-04 长安大学 Steel bar anchoring preformed hole forming device and method for prefabricated assembled type concrete members
CN205558270U (en) * 2016-01-25 2016-09-07 中国建筑第二工程局有限公司 Square waffle slab inner support reinforcing device
CN205712832U (en) * 2016-06-28 2016-11-23 中机中联工程有限公司 Connector in the middle part of a kind of prefabricated gangboard

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108252431A (en) * 2018-01-24 2018-07-06 浙江立鹏建设有限公司 A kind of assembled wall and its construction method
CN108252431B (en) * 2018-01-24 2019-08-30 浙江立鹏建设有限公司 A kind of assembled wall and its construction method

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