WO2018032772A1 - 一种组合式栏杆及安装方法 - Google Patents

一种组合式栏杆及安装方法 Download PDF

Info

Publication number
WO2018032772A1
WO2018032772A1 PCT/CN2017/079039 CN2017079039W WO2018032772A1 WO 2018032772 A1 WO2018032772 A1 WO 2018032772A1 CN 2017079039 W CN2017079039 W CN 2017079039W WO 2018032772 A1 WO2018032772 A1 WO 2018032772A1
Authority
WO
WIPO (PCT)
Prior art keywords
channel steel
frame
channel
steel frame
groove
Prior art date
Application number
PCT/CN2017/079039
Other languages
English (en)
French (fr)
Inventor
林铮
李胜林
朱彤
胡伟坚
邓继业
邱小维
蔡彭华
谢高让
Original Assignee
深圳市亚泰国际建设股份有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 深圳市亚泰国际建设股份有限公司 filed Critical 深圳市亚泰国际建设股份有限公司
Publication of WO2018032772A1 publication Critical patent/WO2018032772A1/zh

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/20—Posts therefor
    • E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • the invention relates to the field of building decorative guardrails, in particular to a combined railing and a mounting method.
  • Railings are a safety feature for roads and buildings that can be found everywhere in our lives.
  • railings used a single material and made them into units, which in turn connected the units together to form a guardrail, such as wooden railings and stone railings.
  • a guardrail such as wooden railings and stone railings.
  • new technology combined railings emerged, such as: glass railings, stainless steel railings, easy to install, styles and styles, and can adapt to a variety of occasions.
  • the material is matched with a single piece; the railing is easily damaged; the railing is not firmly connected to the ground.
  • the object of the present invention is to provide a combined railing with a variety of materials, which is not easily damaged, and a mounting method that is firmly connected to the ground.
  • a combined railing comprising a plurality of channel steel frames, a plurality of tempered laminated glass in the channel steel frame and connected to the channel steel frame, and a plurality of stone materials connected to the two adjacent channel steel frames;
  • the channel steel frame is connected by an electric welding metal piece, one end of which is inserted into the stone, and one end is welded to the channel steel frame.
  • the channel steel frame comprises upper channel steel, two side channel steel parts welded to both ends of the upper channel steel, and two steel plates welded to the other end of the two side channel steel parts; Inverted U-shaped; the upper channel steel groove of the channel steel frame faces downward, and the groove sides of the two side channel steel members are opposite.
  • the open surface of the upper channel steel is 45 degrees to the upper channel steel web surface
  • the one end opening surface of the side channel steel part welded with the upper channel steel is 45 degrees to the web surface of the side channel steel part.
  • the steel plate has four through holes.
  • the side channel steel component comprises a channel steel body, a U-shaped card slot welded in the groove of the channel body, a filling material filled between the groove of the channel body and the U-shaped card slot, and A rubber pad stuck in the U-shaped card slot.
  • the stone is connected to the channel frame at two ends symmetrically with a plurality of 50 mm deep slots.
  • the slit is coated with epoxy resin AB glue.
  • one end of the electric welding metal piece is inserted into the slit, and the surface of the electric welding metal piece of the electric welding metal piece inserted into the cutting groove is coated with epoxy resin AB glue.
  • a method of installing a combined railing comprising the steps of:
  • the ground is punched according to the hole positioning line, then the chemical anchor is implanted into the hole, then the chemical is poured into the hole, and the chemical anchor is adjusted.
  • the tempered laminated glass is installed in the U-shaped card slot in the channel steel frame;
  • the micro-expansion crucible is poured into the mattress layer and vibrated and compacted, and the thickness of the crucible layer is 5 mm.
  • the method further comprises:
  • the gap between the tempered laminated glass and the U-shaped stainless steel card groove in the channel frame is filled with structural glue, and then the gap between the side groove steel groove and the U-shaped stainless steel card groove is filled with a filling material, and compacted. Finally, the gap of the filling material is sealed with a silicone sealant.
  • Figure 1 is a front elevational view of a modular railing in accordance with an embodiment of the present invention
  • Figure 2 is a front elevational view of the channel steel frame in the embodiment of the present invention.
  • FIG. 3 is a top plan view of a channel steel frame in an embodiment of the present invention.
  • Figure 4 is a structural view of a side channel steel component in an embodiment of the present invention.
  • Figure 5 is a cross-sectional view of Figure 1B-B;
  • Figure 6 is a schematic cross-sectional view of Figure 1A-A;
  • Figure 7 is an enlarged schematic view of a portion A of Figure 6;
  • the combined railing provided by the embodiment of the present invention comprises two channel steel frames 1 , two tempered laminated glass 2 installed in the channel steel frame 1 and stone connected with the two channel steel frames 1 . 3.
  • the stone material 3 and the two channel steel frames 1 are connected by four stainless steel angle steel hanging pieces 5, and one end of the four electric welding metal parts 5 is inserted into the stone material 3, and one end is welded to the two channel steel frames 1 by welding.
  • the number of the channel steel frame, the tempered laminated glass, and the stone material and the size of the stone can be designed according to the requirements, which is not limited in the embodiment of the present invention.
  • the channel frame 1 includes one upper channel steel 11, two side channel steel members 12, and two steel plates 13.
  • the upper surface of the upper channel steel 11 is 45 degrees, and the opening surfaces of the two side channel steel members 12 are 45 degrees, and the four steel plates 13 are respectively provided with four through holes.
  • the two ends of the upper channel steel 11 are respectively welded to one end of the two side channel steel members 12 at an angle of 45 degrees, the groove of the upper channel steel 11 is directed downward, and the groove ports of the two side channel steel members 12 are opposed to each other.
  • the other end of the two side channel steel members 12 and two The steel sheets 13 are welded together, and the welding position is located at the center of the steel sheet 13.
  • the channel frame 1 is joined to the ground by a chemical anchor 6 embedded in the ground.
  • the shape of the channel frame can also be evolved into another shape, preferably an inverted U shape, and the number of through holes of the steel plate can be more, such as 6, 8, etc., preferably 4 pieces.
  • the embodiments of the present invention are not limited.
  • the side channel steel member 12 is formed by a combination of a channel body 121, a U-shaped stainless steel slot 122, a rubber pad 123, and a filler material 124.
  • the groove of the U-shaped stainless steel slot 122 is aligned with the groove of the channel body 121 and is welded to the middle portion of the web 1211 in the groove of the channel body.
  • the height of the U-shaped stainless steel slot 122 is smaller than the height of the channel body 121.
  • the width of the U-shaped stainless steel slot 122 is greater than the thickness of the tempered laminated glass 2, and the bottom of the U-shaped stainless steel slot 122 is sealed; the rubber pad 123 is attached to the U-shaped stainless steel card.
  • the length of the rubber pad 123 is the same as the height of the U-shaped stainless steel slot 122 in the groove 122; the filling material 124 is located in the gap between the channel body 121 and the U-shaped stainless steel card slot 122.
  • the shape of the card slot may be changed to another shape, and other materials may be used, which are preferably U-shaped stainless steel, which is not limited in the embodiment of the present invention.
  • two end faces of the stone 3 are provided with two 50 mm deep slits 31, and the slits are coated with epoxy resin AB glue 32.
  • One end of the surface of the electric welding metal part 5 coated with the epoxy resin AB glue 32 is placed in the slit 31, and the electric welding metal piece 5 is arranged in an inverted triangle shape.
  • the shape of the slot can be further changed to a different shape.
  • the depth of the slot can also be set to be deeper or slightly shallower, preferably rectangular, 50 mm, which is not limited in the embodiment of the present invention.
  • the left and right ends of the tempered laminated glass 2 are placed in the U-shaped stainless steel card slot 122 in the groove of the two side channel steel members 12 of the channel steel frame 1, and the U-shaped stainless steel card slot 122 is pasted.
  • the upper rubber pad 123 is in close contact with each other, and is pasted together with the U-shaped stainless steel card slot 122) and the rubber pad 123 through the structural adhesive 4.
  • One end of the electric welding metal member 5 is disposed in the slit 31 and is adhered and solidified by the epoxy resin AB glue 32 to the stone material 3, and the other end is connected to the side channel steel member web 1211 in the channel steel frame 1 by electric welding.
  • the gap between the stone 3 and the channel frame 1 is filled with structural adhesive 4, of course, in practice, the shape of the welded metal part can also be evolved into another shape, and the material of the pendant can also be selected from other materials, preferably stainless steel angle steel.
  • the embodiment of the invention is not limited.
  • the embodiment of the invention adopts a channel steel frame as a pillar, the tempered laminated glass and the stone are used as a guardrail, and all three materials are solid materials and are not easily damaged, and the tempered laminated glass can be printed on the surface.
  • the pattern can be engraved with stone. It can also be made of various granites.
  • the tempered laminated glass is matched with the stone. It is more beautiful.
  • the tempered laminated glass is installed in the channel steel frame.
  • the stone is welded to the frame through the welded metal pendant. The connection between the various components is firm.
  • the embodiment of the invention further provides a method for installing a combined railing, the method
  • Step 101 Perform the measurement and release line according to the design drawings and the specification requirements, and identify the positional positioning line of the channel steel frame steel plate and the hole positioning line of the implanted chemical anchor bolt.
  • measure the payout according to the design drawings and specifications, determine the position of the steel plate on each channel frame and the position of the through hole on the steel plate, play the control line and mark the steel plate positioning line and the position of the through hole on the ground.
  • the crosshair of the chemical anchor The crosshair of the chemical anchor.
  • Step 102 According to the positioning line of the physical verification mark of the channel steel frame, after verifying the error, punch the ground according to the hole positioning line, then insert the chemical anchor into the hole, and then pour the chemical into the hole, and Adjust the flatness and verticality of the chemical anchor.
  • the position of the steel plate of the channel frame and the position of the through hole on the steel plate are consistent with the positioning line of the front mark.
  • the ground is punched according to the cross line of the mark, and after the hole is completed, the hole is dusted. Clear Cleanly, then insert the chemical anchor into the hole, and adjust the flatness and verticality of the chemical anchor. After adjusting, pour the chemical into the hole. After the chemical is cured, check whether the chemical anchor is stable. .
  • Step 103 Align the steel plate through hole on the channel steel frame with the chemical anchor bolt on the ground, place the channel steel frame on the ground, adjust the verticality and levelness of the channel steel frame, and then tighten the nut on the chemical anchor bolt.
  • the channel steel frame is placed on the ground of the chemical anchor bolt, and the through hole and the chemical are aligned during the placement process.
  • Anchor the bolt and pass all the chemical anchor bolts through the steel plate through hole then adjust the verticality and level of the channel steel frame.
  • Ground fastenings such as chemical anchors with exposed nut sections, can be removed with a hand grinder and coated with a layer of anti-corrosive paint.
  • Step 104 Perform a cushioning of the base steel plate position of the channel steel frame.
  • the upper and lower sides of the steel plate of the channel steel frame are washed and cleaned with water, and then the bottom plate layer of the channel steel frame is 5 mm, preferably, then the C40 micro-expansion can be poured into the clam layer. ⁇ , and vibrating and compacting, further stabilize the connection between the channel frame and the ground.
  • Step 105 Install the tempered laminated glass in a U-shaped card slot in the channel steel frame.
  • one end of the tempered laminated glass is obliquely inserted into a stainless steel U-shaped card slot in a side channel steel part of the channel frame, and the other end of the tempered laminated glass is inserted into the other side groove of the channel frame.
  • the stainless steel U-shaped card slot in the steel part adjust the tempered laminated glass so that the tempered laminated glass is centered in the stainless steel U-shaped card slot, the ends of the tempered laminated glass are closely attached to the rubber pad, and then the glue gun is used for the stainless steel.
  • the gap between the U-shaped card slot and the tempered laminated glass is filled with structural adhesive. After the structural adhesive is completely cured, the gap between the side groove steel groove and the U-shaped stainless steel card groove is filled with the filling material and compacted. After compaction, the silicone sealant is used for sealing and closing;
  • Step 106 Apply epoxy resin AB glue to the stone grooving and welding metal parts, insert one end of the welding metal piece into the stone cutting groove, and weld the other end to the channel steel frame and then fill the stone and the channel frame with the structural glue. The gap.
  • an epoxy resin AB glue is applied to one end surface of the welding metal piece and the stone cutting groove, and one end of the electric welding metal piece coated with the epoxy resin AB glue is inserted into the stone cutting groove, and the electric welding metal piece is inverted triangle until the cutting At the bottom of the tank, the stone is fixed vertically, and the left and right positions of the stone and the height of the ground are adjusted. After the adjustment is OK, the welding metal parts and the outer side of the side channel steel parts of the channel steel frame are welded and welded, and the welding slag is cleaned after welding. And brush the anti-rust paint, and finally use the glue gun to fill the gap between the stone and the channel frame structure glue, the width of the glue seam is consistent.
  • the invention has the beneficial effects that the embodiment of the invention provides a method for installing a combined railing.
  • the tempered laminated glass is placed in the channel steel frame, and is connected with the channel steel frame through the structural glue, and the stone is welded by the electric welding metal piece.
  • the joints between the components are firmly connected, and the channel steel frame is firmly connected to the ground through the chemical anchor bolt and the pouring mat layer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

一种组合式栏杆及其安装方法。该组合式栏杆包括与地面连接的槽钢框架（1）、槽钢框架（1）内的钢化夹胶玻璃（2）以及连接在相邻槽钢框架（1）之间的石材（3）。石材（3）与槽钢框架（1）通过电焊金属件（5）进行连接，该电焊金属件（5）一端插入石材（3）、一端焊接到槽钢框架（1）上。该组合式栏杆的安装方法包括以下步骤：1、测量放线，标示出槽钢框架（1）位置及埋置化学锚栓（6）的孔位定位线；2、安装化学锚栓（6）；3、对槽钢框架（1）的基脚钢板（13）位置进行混凝土垫层浇底；3、安装钢化夹胶玻璃（2）。该组合式栏杆部件之间连接紧固，多种材料搭配也使得其更美观。

Description

一种组合式栏杆及安装方法 技术领域
本发明涉及建筑装饰护栏领域，尤其涉及一种组合式栏杆及安装方法。
背景技术
栏杆作为道路、建筑物的一种安全设施，在我们的生活中随处可见。以往的栏杆使用单一材料并制作成单元，依次将单元连接一起组成护栏，比如木栏杆、石头栏杆。随着社会的发展，一些新型材料、新工艺的组合式栏杆涌现出来，比如：玻璃栏杆，不锈钢栏杆，安装起来很方便，款式形状样式多，且能适应各种场合。但还存在以下缺点：材料搭配单一；栏杆易损坏；栏杆与地面连接不牢固等。
发明内容
为了克服以上现有技术的不足，本发明的目的在于提供一种多种材料搭配、不易损坏的组合式栏杆及与地面连接牢固的安装方法。
本发明的目的采用以下技术方案实现：
一种组合式栏杆，包括多个槽钢框架、多个位于槽钢框架内并与槽钢框架连接的钢化夹胶玻璃以及多个与两两相邻槽钢框架连接的石材；所述石材与所述槽钢框架通过电焊金属件连接，所述电焊金属件一端插入石材，一端与槽钢框架焊接。
优选地，所述槽钢框架包括上槽钢、分别与上槽钢两端焊接的2个侧槽钢部件以及与2个侧槽钢部件另一端焊接的2个钢板；所述槽钢框架呈倒U型；所述槽钢框架的上槽钢凹槽口朝下，所述2个侧槽钢部件凹槽口相对。
优选地，所述上槽钢两端开口面与上槽钢腹板面呈45度，所述侧槽钢部件与上槽钢焊接的一端开口面与侧槽钢部件腹板面呈45度，所述钢板开有四个通孔。
优选地，其特征在于，所述侧槽钢部件包括槽钢本体、焊接在槽钢本体凹槽内的U型卡槽、填充在槽钢本体凹槽与U型卡槽之间的填充材料以及粘贴在U型卡槽内的橡胶垫。
优选地，其特征在于，所述石材与槽钢框架连接的两端对称地设有多个50mm深的切槽。
优选地，其特征在于，所述切槽里涂有环氧树脂AB胶。
优选地，所述电焊金属件一端插入切槽里，且插入切槽里的电焊金属件电焊金属件表面涂有环氧树脂AB胶。
一种组合式栏杆的安装方法，所述方法包括以下步骤：
按设计图纸和规范要求进行测量放线，标识出槽钢框架钢板位置定位线和埋植化学锚栓的孔位定位线；
根据槽钢框架实物核实标识的定位线，核实无误后根据所述孔位定位线对地面进行打孔，再将化学锚栓植入孔中，然后将化学药剂倒入孔内，并调整化学锚栓的平整度和垂直度；
对准槽钢框架上的钢板通孔与埋植地面的化学锚栓，将槽钢框架放置地面上，并 调整槽钢框架垂直度和水平度，然后拧紧化学锚栓上的螺母；
对槽钢框架的基脚钢板位置进行砼垫层浇底；
将钢化夹胶玻璃安装在槽钢框架中的U型卡槽内；
对石材切槽和电焊金属件涂抹环氧树脂AB胶，将电焊金属件一端插入石材切槽内，另一端与槽钢框架进行电焊焊接再用结构胶填充石材与槽钢框架之间的空隙。
优选地，对槽钢框架的基脚钢板位置进行砼垫层浇底之后还包括：在砼垫层上倒入微膨胀砼，并进行振捣密实，所述砼垫层厚度为5mm。
优选地，所述将钢化夹胶玻璃安装在槽钢框架中的U型卡槽内之后还包括：
用结构胶填充钢化夹胶玻璃和槽钢框架内的U型不锈钢卡槽之间的缝隙，然后用填充材料将侧槽钢凹槽与U型不锈钢卡槽之间空隙填塞满，并进行压实，最后用硅酮密封胶对填充材料的空隙进行密封收口。
附图说明
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性的前提下，还可以根据这些附图获得其他的附图。
图1为本发明实施例中的组合式栏杆的主视图；
图2为本发明实施例中的槽钢框架主视图；
图3为本发明实施例中的槽钢框架俯视图；
图4为本发明实施例中的侧槽钢部件结构图；
图5为图1B-B剖面示意图；
图6为图1A-A剖面示意图；
图7为图6中A部分放大示意图；
附图中标记：1、槽钢框架；2、钢化夹胶玻璃；3、石材；4、结构胶；5、电焊金属件；6、化学锚栓；11、上槽钢；12、侧槽钢部件；13、钢板；121、槽钢本体；122、U型不锈钢卡槽；123、橡胶垫；124、填充材料；1211、槽钢腹板；31、石材切槽；32、环氧树脂AB胶。
具体实施方式
下面，结合附图以及具体实施方式，对本发明做进一步描述：
如图1所示，本发明实施例提供的组合式栏杆，包括2个槽钢框架1、安装在槽钢框架1内的2个钢化夹胶玻璃2以及与2个槽钢框架1连接的石材3。石材3与所述2个槽钢框架1通过4个不锈钢角钢挂片5连接一起，4个电焊金属件5一端插入石材3，一端与2个槽钢框架1电焊焊接。当然实际中，槽钢框架、钢化夹胶玻璃以及石材数量以及尺寸可根据需求设计，本发明实施例不做限定。
如图2、图3所示，槽钢框架1包括1个上槽钢11、2个侧槽钢部件12以及2个钢板13。上槽钢11两端开口面呈45度，2个侧槽钢部件12一端开口面呈45度，2个钢板13上分别都开有4个通孔。上槽钢11两端分别与2个侧槽钢部件12开口面呈45度的一端焊接一起，上槽钢11凹槽口方向朝下，2个侧槽钢部件12的凹槽口方向相对。2个侧槽钢部件12的另一端与2个 钢板13分别焊接一起，焊接位置位于钢板13中心位置。槽钢框架1通过埋植在地面里的化学锚栓6与地面连接在一起。当然实际中，槽钢框架的形状也可以据此演变成别的形状，优选地为倒U型，钢板的通孔数量也可更多，比如6个、8个等，优选地为4个，本发明实施例不做限定。
如图4所示，侧槽钢部件12由槽钢本体121、U型不锈钢卡槽122、橡胶垫123以及填充材料124组合而成。U型不锈钢卡槽122凹槽口与槽钢本体121凹槽口方向一致，并焊接在槽钢本体凹槽内腹板1211中间部位。U型不锈钢卡槽122高度小于槽钢本体121的高度，U型不锈钢卡槽122宽度大于钢化夹胶玻璃2厚度，U型不锈钢卡槽122下方底部为封口；橡胶垫123粘贴在U型不锈钢卡槽122上，橡胶垫123的长度与U型不锈钢卡槽122的高度相同；填充材料124位于槽钢本体121与U型不锈钢卡槽122空隙中。当然实际中，卡槽的形状也可以据此演变成别的形状，也可以使用别的材料，优选地为U型不锈钢，本发明实施例不做限定。
如图5所示，石材3两侧端面各设有2个50mm深的切槽31，切槽里均涂有环氧树脂AB胶32。电焊金属件5表面涂有环氧树脂AB胶32的一端置于切槽31内，电焊金属件件5呈倒三角型设置。当然实际中，切槽的形状，也可以据此演变成别的形状，切槽的深度也可以设置更深或稍浅，优选地为矩形、50mm，本发明实施例不做限定。
如图6、图7所示，钢化夹胶玻璃2左右两端置于槽钢框架1两个侧槽钢部件12凹槽中的U型不锈钢卡槽122内，与粘贴U型不锈钢卡槽122上橡胶垫123紧挨接触，并通过结构胶4与U型不锈钢卡槽122)和橡胶垫123粘贴连接一起。电焊金属件5一端设置在切槽31内通过环氧树脂AB胶32与石材3粘贴固化连接，另一端与槽钢框架1中的侧槽钢部件腹板1211通过电焊连接。石材3与槽钢框架1之间空隙设置结构胶4填充，当然实际中，电焊金属件的形状也可以据此演变成别的形状，挂件的材质也可以选择别的材质，优选地为不锈钢角钢，本发明实施例不做限定。
本发明的有益效果在于：本发明实施例采用槽钢框架作为支柱，钢化夹胶玻璃以及石材搭配作为护栏，三种材料均属于坚固的材料，不易损坏，钢化夹胶玻璃可以在表面印制各种图案，石材可以采用雕刻图案，也可以采用各种花岗石，钢化夹胶玻璃与石材搭配起来，更美观，钢化夹胶玻璃安装在槽钢框架内，石材通过电焊金属挂件焊接在框架上，各个部件之间连接牢固。
本发明实施例还提供了一种组合式栏杆的安装方法，所述方法
包括以下步骤：
步骤101、按设计图纸和规范要求进行测量放线，标识出槽钢框架钢板位置定位线和埋植化学锚栓的孔位定位线。
具体的，按设计图纸和规范要求进行测量放线，确定每个槽钢框架上的钢板位置以及钢板上通孔位置，弹好控制线并在地面上标识出钢板定位线以及通孔位置处埋植化学锚栓的十字定位线。
步骤102、根据槽钢框架实物核实标识的定位线，核实无误后根据所述孔位定位线对地面进行打孔，再将化学锚栓植入孔中，然后将化学药剂倒入孔内，并调整化学锚栓的平整度和垂直度。
具体的，核实槽钢框架实物的钢板位置以及钢板上通孔位置与前面标识的定位线是否吻合，核实无误后根据标识的十字定位线对地面进行打孔，打孔完毕后，将孔内灰尘清 理干净，再将化学锚栓植入孔中，并调整化学锚栓的平整度和垂直度，调整好后将化学药剂倒入孔内，待化学药剂固化后，对化学锚栓进行检查是否稳固。
步骤103、对准槽钢框架上的钢板通孔与埋植地面的化学锚栓，将槽钢框架放置地面上，并调整槽钢框架垂直度和水平度，然后拧紧化学锚栓上的螺母。
具体的，本发明实施例中，确认化学锚栓埋植稳固待之后，竖起槽钢框架将槽钢框架放置在植埋化学锚栓的地面上，放置过程中需对准钢板通孔与化学锚栓并使埋植的化学锚栓全部穿过钢板通孔，再对槽钢框架调整垂直度和水平度，调整好后，套上螺母在化学锚栓上，并拧紧螺母使槽钢框架与地面紧固连接一起，如化学锚栓有露出螺母部分，可使用手磨机割除并涂上一层防锈漆。
步骤104、对槽钢框架的基脚钢板位置进行砼垫层浇底。
本发明实施例该步骤中，用水将槽钢框架的钢板上下面冲洗清理干净，再对槽钢框架钢板位置进行浇底砼垫层5mm，优选的，之后可以向砼垫层倒入C40微膨胀砼，并进行振捣密实，进一步稳固槽钢框架与地面的连接。
步骤105、将钢化夹胶玻璃安装在槽钢框架中的U型卡槽内。
具体的，先将钢化夹胶玻璃一端倾斜插入到槽钢框架的一个侧槽钢部件中的不锈钢U型卡槽中，再将钢化夹胶玻璃的另一端插入到槽钢框架的另一个侧槽钢部件中的不锈钢U型卡槽中，调整钢化夹胶玻璃，使钢化夹胶玻璃居中在不锈钢U型卡槽中，钢化夹胶玻璃两端与橡胶垫紧贴着，然后使用胶枪对不锈钢U型卡槽与钢化夹胶玻璃之间的空隙填充结构胶，待结构胶完全固化后，最后用填充材料将侧槽钢凹槽与U型不锈钢卡槽之间空隙填塞满，并进行压实，压实之后用硅酮密封胶进行密封收口；
步骤106、对石材切槽和电焊金属件涂抹环氧树脂AB胶，将电焊金属件一端插入石材切槽内，另一端与槽钢框架进行电焊焊接再用结构胶填充石材与槽钢框架之间的空隙。
具体的，在电焊金属件一端表面和石材切槽内涂抹环氧树脂AB胶，再将电焊金属件涂抹环氧树脂AB胶的一端插入石材切槽内，电焊金属件呈倒正三角，直到切槽底部，然后将石材竖直固定，调整石材左右位置以及离地高度，调整OK后，对电焊金属件与槽钢框架的侧槽钢部件腹板外侧进行电焊焊接，焊接完后将焊渣清理，并涂刷防锈漆，最后使用胶枪对石材与槽钢框架之间的空隙填充结构胶，胶缝的宽度保持一致。
需要说明的是，对于前述的方法实施例，为了简单描述，故将其都表述为一系列的动作组合，但是本领域技术人员应该知悉，本发明并不受所描述的动作顺序的限制，因为依据本发明，某些步骤可以采用其他顺序或者同时进行。
本发明的有益效果在于：本发明实施例中提供了一种组合式栏杆的安装方法，钢化夹胶玻璃放置在槽钢框架内，通过结构胶与槽钢框架连接，石材通过电焊金属件焊接在框架上，各个部件之间连接牢固，槽钢框架通过化学锚栓以及浇地砼垫层与地面连接稳固。
对本领域的技术人员来说，可根据以上描述的技术方案以及构思，做出其它各种相应的改变以及形变，而所有的这些改变以及形变都应该属于本发明权利要求的保护范围之内。

Claims (10)

  1. 一种组合式栏杆，其特征在于，包括多个槽钢框架、多个位于槽钢框架内并与槽钢框架连接的钢化夹胶玻璃以及多个与两两相邻槽钢框架连接的石材；所述石材与所述槽钢框架通过电焊金属件连接，所述电焊金属件一端插入石材，一端与槽钢框架焊接。
  2. 根据权利要求1所述一种组合式栏杆，其特征在于，所述槽钢框架包括上槽钢、分别与上槽钢两端焊接的2个侧槽钢部件以及与2个侧槽钢部件另一端焊接的2个钢板；所述槽钢框架呈倒U型；所述槽钢框架的上槽钢凹槽口朝下，所述2个侧槽钢部件凹槽口相对。
  3. 根据权利要求2所述一种组合式栏杆，其特征在于，所述上槽钢两端开口面与上槽钢腹板面呈45度，所述侧槽钢部件与上槽钢焊接的一端开口面与侧槽钢部件腹板面呈45度，所述钢板开有四个通孔。
  4. 根据权利要求2所述一种组合式栏杆，其特征在于，所述侧槽钢部件包括槽钢本体、焊接在槽钢本体凹槽内的U型卡槽、填充在槽钢本体凹槽与U型卡槽之间的填充材料以及粘贴在U型卡槽内的橡胶垫。
  5. 根据权利要求1所述一种组合式栏杆，其特征在于，所述石材与槽钢框架连接的两端对称地设有多个50mm深的切槽。
  6. 根据权利要求5所述一种组合式栏杆，其特征在于，所述切槽里涂有环氧树脂AB胶。
  7. 根据权利要求5所述一种组合式栏杆，其特征在于，插入切槽里的所述电焊金属件的一端表面涂有环氧树脂AB胶。
  8. 一种权利要求1所述组合式栏杆的安装方法，其特征在于，所述方法包括以下步骤：
    按设计图纸和规范要求进行测量放线，标识出槽钢框架钢板位置定位线和埋植化学锚栓的孔位定位线；
    根据槽钢框架实物核实标识的定位线，核实无误后根据所述孔位定位线对地面进行打孔，再将化学锚栓植入孔中，然后将化学药剂倒入孔内，并调整化学锚栓的平整度和垂直度；
    对准槽钢框架上的钢板通孔与埋植地面的化学锚栓，将槽钢框架放置地面上，并调整槽钢框架垂直度和水平度，然后拧紧化学锚栓上的螺母；
    对槽钢框架的基脚钢板位置进行砼垫层浇底；
    将钢化夹胶玻璃安装在槽钢框架中的U型卡槽内；
    对石材切槽和电焊金属件涂抹环氧树脂AB胶，将电焊金属件一端插入石材切槽内，另一端与槽钢框架进行电焊焊接再用结构胶填充石材与槽钢框架之间的空隙。
  9. 根据权利要求8所述的一种组合式安装方法，其特征在于，对槽钢框架的基脚钢板位置进行砼垫层浇底之后还包括：在砼垫层上倒入微膨胀砼，并进行振捣密实，所述砼垫层厚度为5mm。
  10. 根据权利要求8所述的一种组合式安装方法，其特征在于，所述将钢化夹胶玻璃安装在槽钢框架中的U型卡槽内之后还包括：
    用结构胶填充钢化夹胶玻璃和槽钢框架内的U型不锈钢卡槽之间的缝隙，然后用填充材料将侧槽钢凹槽与U型不锈钢卡槽之间空隙填塞满，并进行压实，最后用硅酮密封胶对填充材料的空隙进行密封收口。
PCT/CN2017/079039 2016-08-19 2017-03-31 一种组合式栏杆及安装方法 WO2018032772A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201610697527.3 2016-08-19
CN201610697527.3A CN106087808B (zh) 2016-08-19 2016-08-19 一种组合式栏杆及安装方法

Publications (1)

Publication Number Publication Date
WO2018032772A1 true WO2018032772A1 (zh) 2018-02-22

Family

ID=58070002

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2017/079039 WO2018032772A1 (zh) 2016-08-19 2017-03-31 一种组合式栏杆及安装方法

Country Status (2)

Country Link
CN (1) CN106087808B (zh)
WO (1) WO2018032772A1 (zh)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106087808B (zh) * 2016-08-19 2018-06-08 深圳市亚泰国际建设股份有限公司 一种组合式栏杆及安装方法
CN108677799A (zh) * 2018-05-18 2018-10-19 南京天方电子工程有限公司 一种隔离栅的安装方法
CN108868315B (zh) * 2018-07-26 2020-07-03 温州鹿城第三建筑工程有限公司 一种房建施工防护栏

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08177019A (ja) * 1994-12-22 1996-07-09 Metro Denki Kogyo Kk 発光式縁石
DE29721660U1 (de) * 1997-12-09 1998-02-12 Fa. Hermann Uhl, 77746 Schutterwald Bausystem
CN104164848A (zh) * 2014-07-23 2014-11-26 华北水利水电大学 废旧轮胎高速公路隔离带装置
CN203977332U (zh) * 2014-07-11 2014-12-03 郑州三迪建筑科技有限公司 一种高速铁路两侧的护栏
CN105672172A (zh) * 2016-01-06 2016-06-15 潍坊远大金属表面科技有限公司 一种达克罗钢公路护栏的施工方法
CN205369158U (zh) * 2016-03-04 2016-07-06 沈文权 一种景观防洪堤坝
CN106087808A (zh) * 2016-08-19 2016-11-09 深圳市亚泰国际建设股份有限公司 一种组合式栏杆及安装方法
CN205907636U (zh) * 2016-08-19 2017-01-25 深圳市亚泰国际建设股份有限公司 一种组合式栏杆

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2451652Y (zh) * 2000-07-26 2001-10-03 吕明良 仿真汉白玉栏杆
WO2009023310A2 (en) * 2007-05-04 2009-02-19 Defenshield, Inc. Barrier
CN201924652U (zh) * 2011-03-24 2011-08-10 招景棉 一种组装式的玻璃栏杆
CN202577814U (zh) * 2012-05-04 2012-12-05 孙玉良 新型不锈钢玻璃栏杆

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08177019A (ja) * 1994-12-22 1996-07-09 Metro Denki Kogyo Kk 発光式縁石
DE29721660U1 (de) * 1997-12-09 1998-02-12 Fa. Hermann Uhl, 77746 Schutterwald Bausystem
CN203977332U (zh) * 2014-07-11 2014-12-03 郑州三迪建筑科技有限公司 一种高速铁路两侧的护栏
CN104164848A (zh) * 2014-07-23 2014-11-26 华北水利水电大学 废旧轮胎高速公路隔离带装置
CN105672172A (zh) * 2016-01-06 2016-06-15 潍坊远大金属表面科技有限公司 一种达克罗钢公路护栏的施工方法
CN205369158U (zh) * 2016-03-04 2016-07-06 沈文权 一种景观防洪堤坝
CN106087808A (zh) * 2016-08-19 2016-11-09 深圳市亚泰国际建设股份有限公司 一种组合式栏杆及安装方法
CN205907636U (zh) * 2016-08-19 2017-01-25 深圳市亚泰国际建设股份有限公司 一种组合式栏杆

Also Published As

Publication number Publication date
CN106087808A (zh) 2016-11-09
CN106087808B (zh) 2018-06-08

Similar Documents

Publication Publication Date Title
WO2018032772A1 (zh) 一种组合式栏杆及安装方法
KR101161142B1 (ko) 결속공을 갖는 마감패널이 일체화 시공되게 한 콘크리트 외벽 시공방법
CN106150001B (zh) 一种预制装配整体式楼梯施工方法
US8920066B1 (en) Tactile sidewalk surface
CN109853800B (zh) 一种组装式低耗能幕墙系统及其施工方法
US20170356191A1 (en) Apparatus For Setting Objects
CN102758530A (zh) 钢结构式点玻幕墙施工方法
KR20170035386A (ko) 프리캐스트 콘크리트 슬래브, 조인트 블록을 이용한 프리캐스트 콘크리트 슬래브 구조물, 그 프리캐스트 콘크리트 슬래브 구조물의 시공방법 및 보수방법
CN112064849B (zh) 一种装配式叠合板精准吊装且防漏浆的施工方法
CN216766838U (zh) 一种用于建筑外围墙材预埋背栓的工装
CN104131697B (zh) 一种厨卫混凝土防水导墙的工具式模板体系及其施工方法
CN210857778U (zh) 装配式楼梯包覆结构
CN107419631B (zh) 一种砖结构路面的快速施工方法
JP2013217174A (ja) 自由勾配兼用有底側溝
CN112031317A (zh) 一种控制大理石饰面板安装变形的定位件及安装方法
JP4079435B2 (ja) ダム施工用ｐｃ傾斜型枠とダム堤体などの施工方法
CN207813039U (zh) 一种混凝土地面分隔缝预成型组合工具
CN106437290B (zh) 一种拼装式围墙、围栏结构及其施工方法
JPS61151328A (ja) 機器の据付構造
CN204252443U (zh) 内置背栓式固定连接件的保温一体化板
CN204311345U (zh) 梳齿型伸缩缝安装装置
CN111926701B (zh) 一种现浇施工的桥梁道路端头混凝土栏杆立柱
CN105040982B (zh) 变电站开关室预留预埋后置施工法
CN104594619B (zh) 一种悬挑外脚手架型钢梁的工具式锚固端的构造及实施方法
CN217106439U (zh) 一种清水红砖葫芦瓶栏杆的结构

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 17840748

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 17840748

Country of ref document: EP

Kind code of ref document: A1