TWM590207U

TWM590207U - Pipe joint with inner faucet locking thread

Info

Publication number: TWM590207U
Application number: TW108213409U
Authority: TW
Inventors: 王家智
Original assignee: 王家智
Priority date: 2019-10-09
Filing date: 2019-10-09
Publication date: 2020-02-01

Abstract

本創作係提供一種具有龍頭鎖接內牙之管路接頭，其主要特點在於該管路接頭包括橫管段及立管段，該立管段形成有管路插接口，橫管段具一內牙端與立管段的前側朝向相同，內牙端內壁設有龍頭鎖接內牙以供鎖接水龍頭；且內牙端相對於立管段前側之間界定出一鋼筋穿越區段，該鋼筋穿越區段的設置長度須大於相對應鋼筋骨架中的單一鋼筋外徑，且當管路接頭埋設在牆壁中時，鋼筋穿越區段的設置長度必須令立管段足以置於二鋼筋骨架之間，且讓內牙端的位置足以透過一遮擋配件鎖設在一牆壁灌漿模板內壁。This creative department provides a pipeline joint with a faucet locking internal teeth. The main feature is that the pipeline joint includes a horizontal pipe section and a vertical pipe section. The vertical pipe section is formed with a pipeline insertion interface. The horizontal pipe section has an internal tooth end and a vertical pipe. The front side of the pipe section is facing the same direction, and the inner wall of the inner tooth end is provided with a faucet to lock the inner tooth for locking the faucet; and the inner tooth end defines a steel bar passing section relative to the front side of the stand pipe section, the setting of the steel bar passing section The length must be greater than the outer diameter of the single steel bar in the corresponding steel bar frame, and when the pipe joint is buried in the wall, the setting length of the steel bar crossing section must be such that the riser section is sufficient to be placed between the two steel bar frames, and The position is sufficient to lock the inner wall of a wall grouting template through a shielding accessory.

Description

具有龍頭鎖接內牙之管路接頭Pipe joint with faucet locking internal teeth

本創作係涉及一種管路接頭；特別是指一種具有龍頭鎖接內牙之管路接頭創新結構型態揭示者。This creation relates to a pipeline joint; in particular, it discloses an innovative structure type of pipeline joint with a faucet locking internal teeth.

建築物的結構設計上，為了達到隱藏式輸送自來水的目的，通常會在鋼筋混凝土的牆壁及樓板尚未進行灌漿作業之前，先進行輸水管路的佈設作業，而所述輸水管路在佈設過程中為了因應輸水路徑的轉向、分流以及水龍頭安裝位置等多元需求規劃設計，必須透過各式各樣的管路接頭與水管的組接來達成。In the structural design of the building, in order to achieve the purpose of concealed transmission of tap water, the laying of the water pipeline is usually carried out before the grouting operation of the reinforced concrete walls and floors has been carried out, and the water pipeline is in the process of laying In order to respond to the diversified needs of the water supply path such as the steering, diverting, and faucet installation locations, it must be achieved through the assembly of various pipe joints and water pipes.

本創作所稱管路接頭，特別是指其橫管段設有內牙以供水龍頭鎖接之管路接頭型態者；此種管路接頭的習知結構型態於實際應用經驗中發現仍舊存在一些問題點，舉例而言：此種習知管路接頭的內牙端到管背側的尺寸規格，會造成該習知管路接頭在安裝時與牆壁中設置的一側鋼筋位置相互干涉的狀況，而現有應變作法，施工人員必須對干涉的鋼筋先進行挪移(註：必須旋鬆或剪開原本繞束綁緊於橫、立向鋼筋之間的鐵絲)或彎曲，使鋼筋的位置向內位移以避讓管路接頭預定所在位置，接著才能進行該管路接頭的裝配作業；如此一來所造成的問題點包括：其一、因為其管路接頭與鋼筋兩者之間相互貼靠的情形容易造成灌漿不實而產生空隙之問題，除了影響水泥牆體結構之外，因為管路接頭與與鋼筋緊密貼靠的狀態，若當管路接頭發生滲水狀態時，會直接造成鋼筋結構體產生鏽蝕的問題；其二、施工方面，前述習知管路接頭結構型態則顯然會造成管路裝配施工效率與進度受到影響、施工成本提高等問題，雖然，此問題就單一處管路裝配作業而言，造成的影響與延宕程度或許不大，但不可忽視的一點在於，因為建築物中需要安裝水龍頭的位置通常相當眾多，所以若是將多處管路裝配作業造成的延宕及損耗予以累加，則問題應屬嚴重而不容輕忽。The term “pipe joint” as used in this creation refers to the type of pipeline joint whose internal pipe section is provided with internal teeth to be locked by a water supply faucet; the conventional structural type of this type of pipe joint is still found in practical application experience Some problems, for example: the size of the internal tooth end of the conventional pipe joint to the back of the pipe will cause the conventional pipe joint to interfere with the position of one side of the reinforcement provided in the wall during installation Situation, and the existing strain method, the construction personnel must first move the interfering steel bars (note: the wire that was originally tied around the horizontal and vertical bars must be loosened or cut) or bent to make the position of the steel bars Internal displacement to avoid the predetermined position of the pipe joint before the assembly work of the pipe joint can be carried out; the problems caused by this include: First, because the pipe joint and the steel bar are in close contact with each other The situation is likely to cause the problem of voids caused by improper grouting. In addition to affecting the structure of the cement wall, the pipe joint and the steel bar are in close contact with the state. If the pipe joint seeps, it will directly cause the steel bar structure. The problem of corrosion; Second, the construction aspect, the aforementioned conventional pipeline joint structure type will obviously cause problems such as pipeline assembly construction efficiency and schedule are affected, construction costs increase, etc., although this problem is a single pipeline assembly In terms of operation, the impact and delay may not be great, but one point that cannot be ignored is that because there are usually many locations in the building where faucets need to be installed, if the delay and loss caused by multiple pipeline assembly operations are added up , The problem should be serious and not to be ignored.

是以，針對上述習知具有龍頭鎖接內牙之管路接頭結構所存在之問題點，如何開發一種更具理想實用性之創新結構，實係相關業者須再努力研發突破之目標及方向；有鑑於此，創作人本於多年從事相關產品之製造開發與設計經驗，針對上述之目標，詳加設計與審慎評估後，終得一確具實用性之本創作。Therefore, in view of the above-mentioned problems existing in the pipe joint structure with the faucet locking internal teeth, how to develop an innovative structure with more ideal and practicality is actually the goal and direction of the related industry to make further efforts to develop breakthroughs; In view of this, the creator has many years of experience in the manufacturing development and design of related products. In view of the above goals, after detailed design and careful evaluation, he finally has a practical original creation.

本創作之主要目的，係在提供一種具有龍頭鎖接內牙之管路接頭，其所欲解決之技術問題，係針對如何研發出一種更具理想實用性之新式管路接頭為目標加以思索創新突破。所述管路接頭係專用於埋設在一牆壁中供鎖接一水龍頭之用，該牆壁中佈設有間隔配置的二鋼筋骨架，各該鋼筋骨架包括間隔與交錯配置的若干鋼筋。The main purpose of this creation is to provide a pipe joint with a faucet locking internal teeth. The technical problem it wants to solve is to innovate on how to develop a new type of pipe joint that is more ideal and practical. breakthrough. The pipeline joint is dedicated for embedding in a wall for locking a faucet. The wall is provided with two rebar frameworks arranged at intervals, and each of the rebar frameworks includes several rebars arranged at intervals and staggered.

基於前述目的，本新型係提供一種具有龍頭鎖接內牙之管路接頭，其解決問題之技術特點，主要在於該管路接頭包括內部相互連通之一橫管段及一立管段，該立管段形成有一或二個管路插接口，且該立管段具有一前側以及一背側，該橫管段具一內牙端，該內牙端與該立管段的前側朝向相同，該內牙端內壁設有一龍頭鎖接內牙，以供鎖接該水龍頭；且其中，該內牙端相對於該立管段的前側之間係界定出一鋼筋穿越區段，又該鋼筋穿越區段的設置長度，必須大於相對應鋼筋骨架中的單一鋼筋外徑，且當該管路接頭埋設在該牆壁中時，該鋼筋穿越區段的設置長度必須令該立管段足以置於該二鋼筋骨架之間，並且讓該內牙端的位置足以透過一遮擋配件鎖設在預定之一牆壁灌漿模板內壁。Based on the foregoing purpose, the present invention provides a pipeline joint with a faucet locking internal teeth. The technical features of the problem-solving problem are mainly that the pipeline joint includes a horizontal pipe section and a riser section that are internally connected to each other. The riser section is formed There are one or two pipeline insertion ports, and the stand pipe section has a front side and a back side, the transverse pipe section has an inner tooth end, the inner tooth end and the front side of the stand pipe section are oriented in the same direction, the inner wall of the inner tooth end is provided with There is a faucet that locks the internal teeth for locking the faucet; and wherein, between the front end of the internal teeth relative to the front side of the riser section, a reinforcing bar passing section is defined, and the installation length of the reinforcing bar passing section must be Is greater than the outer diameter of a single steel bar in the corresponding steel bar skeleton, and when the pipe joint is buried in the wall, the installation length of the steel bar through section must be such that the riser section is sufficient to be placed between the two steel bar skeletons, and let The position of the inner tooth end is sufficient to be locked on the inner wall of a predetermined wall grouting template through a shielding fitting.

進一步地，該鋼筋骨架與相鄰近的牆壁灌漿模板內壁之間，以及該鋼筋骨架與相鄰近立管段的前側之間，係分別界定出一灌漿間距。Further, between the reinforcing steel frame and the inner wall of the adjacent wall grouting form, and between the reinforcing steel frame and the front side of the adjacent riser section, a grouting distance is defined respectively.

藉此創新獨特結構型態與技術特徵，使本創作對照先前技術而言，其主要功效訴求及優點包括：其一、有效避免管路接頭裝配時與鋼筋相互貼靠的情形，進而能夠相對避免灌漿不實而產生空隙的問題，且當管路接頭發生滲水狀態時，因為管路接頭與鋼筋未直接貼靠，所以更可防止鋼筋鏽蝕的問題發生而確具實用進步性。其二、安裝具有龍頭鎖接內牙之管路接頭時，工作效率能夠大幅提高，無須額外進行鋼筋的挪移或彎曲作業，施工成本相對降低而更加符合較佳產業經濟效益。 With this innovation, the unique structure and technical characteristics of this creation, compared with the previous technology, the main efficacy demands and advantages of this creation include: First, it effectively avoids the situation where the pipe joint is in close contact with the steel bar when it is assembled, which can relatively avoid the problem of gaps caused by the grouting is not true, and when the pipe joint is in a state of water seepage, because the pipe joint and the steel bar are not directly attached Reliable, so it can prevent the corrosion of steel bars from occurring and has practical progress. Second, when installing a pipe joint with a faucet locking internal teeth, the working efficiency can be greatly improved without the need for additional rebar removal or bending operations, and the construction cost is relatively reduced, which is more in line with better industrial economic benefits.

請參閱第1、2、3、4圖所示，係本創作具有龍頭鎖接內牙之管路接頭之較佳實施例，惟此等實施例僅供說明之用，在專利申請上並不受此結構之限制。Please refer to Figures 1, 2, 3, and 4 for the preferred embodiment of the pipe joint with faucet locking internal teeth. However, these embodiments are for illustrative purposes only and are not used in patent applications. Limited by this structure.

所述管路接頭P係專用於埋設在一牆壁10中供鎖接一水龍頭20 (如第10圖所示)之用，該牆壁10中佈設有間隔配置的二鋼筋骨架30，各該鋼筋骨架30包括間隔與交錯配置的若干鋼筋31；該管路接頭P包括內部相互連通之一橫管段40及一立管段50，該立管段50形成有一(或二) 個管路插接口51，且該立管段50具有一前側52以及一背側53，該橫管段40具一內牙端41，該內牙端41與該立管段50的前側52朝向相同，該內牙端41內壁設有一龍頭鎖接內牙42，以供鎖接該水龍頭20 (如第10圖所示)；且其中，該內牙端41相對於該立管段50的前側52之間係界定出一鋼筋穿越區段43，又該鋼筋穿越區段43的設置長度，必須大於相對應鋼筋骨架30中的單一鋼筋31外徑，且當該管路接頭P埋設在該牆壁10中時，該鋼筋穿越區段43的設置長度必須令該立管段50足以置於該二鋼筋骨架30之間，並且讓該內牙端41的位置足以透過一遮擋配件60鎖設在預定之一牆壁灌漿模板70內壁。The pipe joint P is dedicated to be buried in a wall 10 for locking a faucet 20 (as shown in FIG. 10), and two reinforced steel frames 30 are arranged in the wall 10 at intervals, each of the reinforced steel frames 30 includes a plurality of reinforcing bars 31 spaced and staggered; the pipe joint P includes a horizontal pipe section 40 and a riser section 50 which are internally connected to each other, and the riser section 50 forms one (or two) pipe sockets 51, and the The riser section 50 has a front side 52 and a back side 53. The horizontal pipe section 40 has an inner tooth end 41 which is oriented in the same direction as the front side 52 of the riser section 50. The inner wall of the inner end 41 is provided with a tap Locking the inner teeth 42 for locking the faucet 20 (as shown in FIG. 10); and wherein, between the inner teeth end 41 and the front side 52 of the riser section 50, a steel bar passing section 43 is defined The length of the reinforcement crossing section 43 must be greater than the outer diameter of the single reinforcement 31 in the corresponding reinforcement framework 30, and when the pipe joint P is buried in the wall 10, the setting of the reinforcement crossing section 43 The length must be such that the riser section 50 is sufficient to be placed between the two reinforcing steel frames 30, and the position of the inner tooth end 41 is sufficient to be locked on a predetermined wall grouting template 70 through a shielding fitting 60.

如第2圖所示，本例中，該鋼筋骨架30與相鄰近的牆壁灌漿模板70內壁之間，以及該鋼筋骨架30與相鄰近立管段50的前側52之間，係分別界定出一灌漿間距W1、W2；本例是為了說明，所述鋼筋穿越區段43大於鋼筋31外徑的實際合理狀態，係包括所述灌漿間距W1、W2，使鋼筋骨架30與相鄰近的牆壁灌漿模板70內壁之間，以及鋼筋骨架30與相鄰近立管段50的前側52之間，係填充有水泥砂漿相隔開的狀態。As shown in FIG. 2, in this example, between the reinforcing steel frame 30 and the inner wall of the adjacent wall grouting form 70, and between the reinforcing steel frame 30 and the front side 52 of the adjacent riser section 50, respectively define a Grouting spacing W1, W2; this example is to illustrate that the actual cross-section of the reinforcing bar crossing section 43 is greater than the outer diameter of the reinforcing bar 31, including the grouting spacing W1, W2, so that the reinforcement frame 30 and the adjacent wall grouting template Between the inner walls of 70 and between the reinforcement frame 30 and the front side 52 of the adjacent riser section 50, the cement mortar is separated from each other.

其中，該鋼筋穿越區段43的設置長度，至少在2公分以上；本例所界定的鋼筋穿越區段43設置長度之所以訂在2公分以上，是基於一般牆壁所採用的鋼筋31外徑約為0.9公分，如果再加上前述灌漿間距W1、W2的最小合理間距，則2公分應該是基本應有的鋼筋穿越區段43設置長度，當然此為一較佳實施例列舉，權利範圍並不以此為限。Among them, the installation length of the steel bar passing section 43 is at least 2 cm or more; the reason why the setting length of the steel bar passing section 43 defined in this example is set at 2 cm or more is based on the outer diameter of the steel bar 31 used in general walls. It is 0.9 cm. If the minimum reasonable distance between the above grouting distances W1 and W2 is added, then 2 cm should be the basic length of the steel bar crossing section 43. Of course, this is a preferred embodiment. The scope of rights is not This is the limit.

如第1、2圖所示，本例中，該橫管段40以及該立管段50係連接共構成一”L ”形態樣，構成該立管段50形成有一個管路插接口51。另如第11圖所示，本例中，該橫管段40B以及該立管段50B係連接共構成一”T ”形態樣，構成該立管段50B形成有二個管路插接口51B。As shown in FIGS. 1 and 2, in this example, the horizontal pipe section 40 and the riser section 50 are connected to form a “L” shape, and the riser section 50 is formed with a pipe socket 51. As shown in FIG. 11, in this example, the horizontal pipe section 40B and the riser section 50B are connected to form a “T” shape, and the riser section 50B is formed with two pipeline sockets 51B.

如第4至10圖所示，承前述結構型態特徵，茲進一步說明前述管路接頭P之裝配方法，該管路接頭P係專用於埋設在一牆壁10中供鎖接一水龍頭20之用，該牆壁10中佈設有間隔配置的二鋼筋骨架30；該裝配方法包括：裝設該二鋼筋骨架30於一設定的牆壁灌漿範圍80內，令該二鋼筋骨架30呈立向設置且彼此呈間隔配置關係，復於該二鋼筋骨架30之間界定出一中間灌漿區域81 (如第4圖所示)；將該管路接頭P裝設於該牆壁灌漿範圍80內的設定高度位置(如第5圖所示)；且其中，令該管路接頭P的立管段50置於該中間灌漿區域81而位於該二鋼筋骨架30之間，並令該立管段的管路插接口與設定的一(或二)立向管體91進行插接，該橫管段40之內牙端41則朝向該牆壁灌漿範圍80之一橫側方向(圖中為橫向左側方向)。As shown in FIGS. 4 to 10, following the aforementioned structural features, the method of assembling the aforementioned pipe joint P is further described. The pipe joint P is dedicated to being buried in a wall 10 for locking a faucet 20 , The wall 10 is provided with two reinforced steel frameworks 30 arranged at intervals; the assembly method includes: installing the two reinforced steel frameworks 30 within a set wall grouting range 80 so that the two reinforced steel frameworks 30 are arranged vertically and present each other The interval configuration relationship is defined between the two steel bar frameworks 30 to define an intermediate grouting area 81 (as shown in Figure 4); install the pipe joint P at a set height position within the wall grouting range 80 (such as (Figure 5); and wherein, the riser section 50 of the pipe joint P is placed in the intermediate grouting area 81 between the two reinforcement frameworks 30, and the pipe socket of the riser section is set to the One (or two) of the vertical pipe body 91 is inserted, and the inner tooth end 41 of the horizontal pipe section 40 is directed to one of the lateral directions of the wall grouting range 80 (the lateral left direction in the figure).

承續上段，該裝配方法還包括：如第6圖所示，於該橫管段40之內牙端41鎖設一遮擋配件60，該遮擋配件60包括一內圍螺接座61、一外環片62以及連接於該內圍螺接座61與該外環片62之間的複數連接肋63，其中該內圍螺接座61具一螺柱615係螺鎖於該內牙端41內壁所設龍頭鎖接內牙42；將二牆壁灌漿模板70裝設於該牆壁灌漿範圍80的二側，令各該牆壁灌漿模板70與相對應的鋼筋骨架30之間呈面向相對且間隔配置關係；將該遮擋配件60抵靠在相對應的牆壁灌漿模板70內壁，並將該外環片62定位(採用螺鎖或釘固方式均可)於該牆壁灌漿模板70；如第7圖所示，進行該牆壁灌漿範圍80的灌漿作業，使該牆壁灌漿範圍80內空隙部份均填滿混凝土漿82；如第8圖所示，俟該混凝土漿82乾涸後即形成一牆壁10，拆除該二牆壁灌漿模板70，此時前述遮擋配件60的外環片62會隨著相對應的牆壁灌漿模板70被拆除而與該內圍螺接座61斷開。Continuing the upper section, the assembly method further includes: as shown in FIG. 6, a shielding fitting 60 is locked on the inner tooth end 41 of the horizontal pipe section 40, and the shielding fitting 60 includes an inner peripheral screw joint 61 and an outer ring Piece 62 and a plurality of connecting ribs 63 connected between the inner peripheral screw seat 61 and the outer ring piece 62, wherein the inner peripheral screw seat 61 has a stud 615 screwed to the inner wall of the inner tooth end 41 The set faucet is locked to the inner tooth 42; two wall grouting templates 70 are installed on both sides of the wall grouting range 80, so that each wall grouting template 70 and the corresponding reinforcing steel frame 30 are facing and spaced apart ; The shielding fitting 60 is pressed against the inner wall of the corresponding wall grouting template 70, and the outer ring 62 is positioned (using either screw lock or nail fixing method) on the wall grouting template 70; as shown in Figure 7 The grouting operation of the wall grouting range 80 is carried out, so that the gaps in the wall grouting range 80 are filled with concrete slurry 82; as shown in FIG. 8, once the concrete slurry 82 dries up, a wall 10 is formed and removed For the two wall grouting templates 70, at this time, the outer ring piece 62 of the shielding fitting 60 will be disconnected from the inner wall screw joint 61 as the corresponding wall grouting template 70 is removed.

其中，該二牆壁灌漿模板70拆除之後，係將該內圍螺接座61旋鬆拆離該橫管段40之內牙端41，接著如第9圖所示，再於該內牙端41內壁所設龍頭鎖接內牙42螺鎖一凸伸擋泥管92，接著進行該牆壁10表面之細胚層11塗抹作業；俟該細胚層11乾涸後，旋鬆拆離該凸伸擋泥管92，最後如第10圖所示，將一水龍頭20鎖組於該內牙端41內壁所設龍頭鎖接內牙42。After the two-wall grouting template 70 is removed, the inner peripheral screw joint 61 is unscrewed and detached from the inner tooth end 41 of the horizontal pipe section 40, and then, as shown in FIG. 9, is then placed in the inner tooth end 41 The faucet on the wall is locked with the internal teeth 42 to screw a convex mudguard 92, and then the fine embryo layer 11 on the surface of the wall 10 is smeared; once the fine germ layer 11 dries, unscrew the convex mudguard 92. Finally, as shown in FIG. 10, a faucet 20 is locked on the inner wall of the inner tooth end 41 to lock the inner tooth 42 to the inner tooth 42.

藉由上述結構組成型態技術特徵，本創作所揭管路接頭P於實際應用上，能夠確實有效避免其裝配時與鋼筋31之間相互貼靠的情形，進而相對避免灌漿不實而產生空隙的問題，且當管路接頭P發生滲水狀態時，因為管路接頭P與鋼筋31未直接貼靠，所以更可防止鋼筋31鏽蝕的問題發生；除此之外，安裝具有龍頭鎖接內牙42之管路接頭P時，因為無須額外進行鋼筋的挪移或彎曲作業，所以工作效率能夠大幅提高，施工成本可相對降低而更加符合較佳產業經濟效益。Based on the technical features of the above-mentioned structure, the practical application of the pipe joint P disclosed in this creation can effectively avoid the situation where it is in close contact with the steel bars 31 during assembly, and thus relatively avoid gaps caused by incomplete grouting. Problems, and when the pipe joint P is in a water seepage state, because the pipe joint P and the steel bar 31 are not directly in contact, it can prevent the steel bar 31 from corroding; in addition, the installation has a faucet lock to connect the internal teeth When the pipe joint P of 42 is used, there is no need to move or bend the reinforcement, so the work efficiency can be greatly improved, the construction cost can be relatively reduced, and it is more in line with the better industrial economic benefits.

１０‧‧‧牆壁１１‧‧‧細胚層２０‧‧‧水龍頭３０‧‧‧鋼筋骨架３１‧‧‧鋼筋Ｐ‧‧‧管路接頭４０、４０Ｂ‧‧‧橫管段４１‧‧‧內牙端４２‧‧‧龍頭鎖接內牙４３‧‧‧鋼筋穿越區段５０、５０Ｂ‧‧‧立管段５１、５１Ｂ‧‧‧管路插接口５２‧‧‧前側５３‧‧‧背側６０‧‧‧遮擋配件６１‧‧‧內圍螺接座６２‧‧‧外環片６３‧‧‧連接肋７０‧‧‧牆壁灌漿模板Ｗ１、Ｗ２‧‧‧灌漿間距８０‧‧‧牆壁灌漿範圍８１‧‧‧中間灌漿區域８２‧‧‧混凝土漿９１‧‧‧立向管體９２‧‧‧凸伸擋泥管 10‧‧‧ Wall 11‧‧‧ Fine germ layer 20‧‧‧Faucet 30‧‧‧Steel skeleton 31‧‧‧ Rebar P‧‧‧ Pipe joint 40, 40B ‧‧‧ horizontal pipe section 41‧‧‧Inner tooth 42. ‧‧ Faucet lock connects internal teeth 43 ‧‧‧ Rebar crossing section 50, 50B ‧‧‧ riser section 51, 51B ‧‧‧ pipeline plug interface 52‧‧‧ Front 53‧‧‧Back 60‧‧‧Shielding accessories 61‧‧‧Inner screw seat 62‧‧‧Outer ring 63‧‧‧Connecting rib 70‧‧‧Wall grouting template W1, W2‧‧‧Growth spacing 80‧‧‧Wall grouting range 81‧‧‧Intermediate grouting area 82‧‧‧Concrete slurry 91·‧‧Vertical tube body 92‧‧‧Convex Mudguard

第1圖係本創作管路接頭較佳實施例之立體圖。第2圖係本創作管路接頭設於牆壁中較佳實施例之立向剖視圖。第3圖係本創作之遮擋配件與管路接頭分解立體圖。第4圖係本創作之管路接頭裝配方法步驟示意圖一。第5圖係本創作之管路接頭裝配方法步驟示意圖二。第6圖係本創作之管路接頭裝配方法步驟示意圖三。第7圖係本創作之管路接頭裝配方法步驟示意圖四。第8圖係本創作之管路接頭裝配方法步驟示意圖五。第9圖係本創作之管路接頭裝配方法步驟示意圖六。第10圖係本創作之管路接頭裝配方法步驟示意圖七。第11圖係本創作之橫管段及立管段連接共構成”T ”形態樣之實施例圖。 Figure 1 is a perspective view of a preferred embodiment of a pipe joint of this creation. Figure 2 is a vertical cross-sectional view of a preferred embodiment in which a pipe joint of this creation is provided in a wall. Figure 3 is an exploded perspective view of the shielding accessory and pipe joint of this creation. Figure 4 is a schematic diagram of the steps of the pipe joint assembly method in this creation. Figure 5 is the second schematic diagram of the steps of the pipe joint assembly method of this creation. Figure 6 is the third schematic diagram of the steps of the pipe joint assembly method of this creation. Figure 7 is a schematic diagram 4 of the steps of the pipe joint assembly method of this creation. Figure 8 is a schematic diagram 5 of the steps of the pipe joint assembly method of this creation. Figure 9 is a schematic diagram 6 of the steps of the pipe joint assembly method in this creation. Figure 10 is a schematic diagram 7 of the steps of the pipe joint assembly method of this creation. Figure 11 is the implementation of the "T" form of the connection of the horizontal pipe section and the vertical pipe section of this creation examples.

10‧‧‧牆壁 10‧‧‧ Wall

30‧‧‧鋼筋骨架 30‧‧‧Steel skeleton

31‧‧‧鋼筋 31‧‧‧Rebar

P‧‧‧管路接頭 P‧‧‧Pipe joint

40‧‧‧橫管段 40‧‧‧Horizontal pipe section

41‧‧‧內牙端 41‧‧‧Inner tooth

42‧‧‧龍頭鎖接內牙 42‧‧‧Faucet lock connects internal teeth

43‧‧‧鋼筋穿越區段 43‧‧‧ Rebar crossing section

50‧‧‧立管段 50‧‧‧ riser section

51‧‧‧管路插接口 51‧‧‧Pipeline interface

52‧‧‧前側 52‧‧‧front

53‧‧‧背側 53‧‧‧back

60‧‧‧遮擋配件 60‧‧‧Accessories

70‧‧‧牆壁灌漿模板 70‧‧‧Wall grouting template

W1、W2‧‧‧灌漿間距 W1, W2‧‧‧Growth spacing

91‧‧‧立向管體 91‧‧‧Vertical tube body

Claims

一種具有龍頭鎖接內牙之管路接頭，該管路接頭係專用於埋設在一牆壁中供鎖接一水龍頭之用，該牆壁中佈設有間隔配置的二鋼筋骨架，各該鋼筋骨架包括間隔與交錯配置的若干鋼筋；該管路接頭包括內部相互連通之一橫管段及一立管段，該立管段形成有一或二個管路插接口，且該立管段具有一前側以及一背側，該橫管段具一內牙端，該內牙端與該立管段的前側朝向相同，該內牙端內壁設有一龍頭鎖接內牙，以供鎖接該水龍頭；且其中，該內牙端相對於該立管段的前側之間係界定出一鋼筋穿越區段，又該鋼筋穿越區段的設置長度，必須大於相對應鋼筋骨架中的單一鋼筋外徑，且當該管路接頭埋設在該牆壁中時，該鋼筋穿越區段的設置長度必須令該立管段足以置於該二鋼筋骨架之間，並且讓該內牙端的位置足以透過一遮擋配件鎖設在預定之一牆壁灌漿模板內壁。A pipeline joint with a faucet locking internal teeth, the pipeline joint is specially embedded in a wall for locking a faucet, and two reinforced steel frameworks are arranged at intervals in the wall, and each of the reinforced frameworks includes a spacing And a plurality of reinforcing bars arranged in a staggered manner; the pipeline joint includes a horizontal pipe section and a riser section which are interconnected internally, the riser section forms one or two pipeline insertion interfaces, and the riser section has a front side and a back side, the The transverse pipe section has an inner tooth end, the inner tooth end and the front side of the riser section are oriented in the same direction, and the inner wall of the inner tooth end is provided with a faucet locking inner tooth for locking the faucet; and wherein the inner tooth end is opposite A reinforcing steel crossing section is defined between the front sides of the riser section, and the installation length of the reinforcing steel crossing section must be greater than the outer diameter of a single reinforcing bar in the corresponding reinforcing bar framework, and when the pipe joint is buried in the wall In the middle time, the installation length of the reinforcing steel crossing section must be such that the riser section is sufficient to be placed between the two reinforcing steel frameworks, and the position of the inner tooth end is sufficient to be locked on the inner wall of a predetermined wall grouting template through a blocking fitting.

如申請專利範圍第1項所述之具有龍頭鎖接內牙之管路接頭，其中該鋼筋骨架與相鄰近的牆壁灌漿模板內壁之間，以及該鋼筋骨架與相鄰近立管段的前側之間，係分別界定出一灌漿間距。As described in the first paragraph of the scope of the patent application, a pipe joint with a faucet locking internal teeth, wherein the reinforcing steel frame and the inner wall of the adjacent wall grouting formwork, and between the reinforcing steel frame and the front side of the adjacent riser section , Separately define a grouting distance.

如申請專利範圍第2項所述之具有龍頭鎖接內牙之管路接頭，其中該鋼筋穿越區段的設置長度，至少在2公分以上。As described in item 2 of the scope of the patent application, a pipe joint with a faucet locking internal teeth, wherein the installation length of the reinforcement crossing section is at least 2 cm or more.

如申請專利範圍第3項所述之具有龍頭鎖接內牙之管路接頭，其中該橫管段以及該立管段係連接共構成一”L ”形態樣，構成該立管段形成有一個管路插接口。As described in item 3 of the patent application scope, a pipe joint with a faucet locking internal teeth, wherein the horizontal pipe section and the riser section are connected to form a "L" shape, forming a pipe insertion interface.

如申請專利範圍第3項所述之具有龍頭鎖接內牙之管路接頭，其中該橫管段以及該立管段係連接共構成一”T ”形態樣，構成該立管段形成有二個管路插接口。As described in Item 3 of the patent application scope, a pipe joint with a faucet locking internal teeth, wherein the horizontal pipe section and the riser section are connected to form a "T" shape, forming the riser section is formed with two pipes Plug interface.