TWI601873B - Building template structure and its application in the structure of the outer side of the unsupported occasions of the injection molding method - Google Patents
Building template structure and its application in the structure of the outer side of the unsupported occasions of the injection molding method Download PDFInfo
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Description
本發明係與建築用模板結構有關，尤指一種建築模板結構及其運用於結構體外側面無支撐場合之注模方法。The invention relates to a formwork structure for a building, in particular to a building formwork structure and an injection molding method applied to the unsupported side of the outer side of the structure.
按，傳統建築牆體之製作工法，如第９圖及第１０圖所示，需於牆面鋼筋及水電管線配置前先組立一牆面側模６１，配置鋼筋及水電管線後再組立另一側牆面模板６２，該二牆面模板６１、６２並以若干拉桿６３予以固定，再於以若干斜撐件６４分別頂撐於該二模板６１、６２外側後，始能進行灌注混凝土作業。According to the production method of the traditional building wall, as shown in Figure 9 and Figure 10, it is necessary to form a wall side mold 61 before the wall reinforcement and water and electricity pipelines are configured, and then arrange the steel bars and water and electricity pipelines to form another one. The side wall formwork 62, the two wall formwork 61, 62 is fixed by a plurality of tie rods 63, and after a plurality of diagonal stays 64 are respectively supported on the outer sides of the two formwork 61, 62, the concrete pouring operation can be started.
惟，上述製作牆體之工法於施工後，須額外進行拆模作業而會增加施工時間與成本，且此一工法不論於牆面外側或內側皆須預留牆面模板６１、６２之厚度與架設斜撐件６４之空間，而會耗佔相當大的施工空間，因此當處於預定施工結構牆之外側面無足夠支撐空間之場合（如鄰接於另一建築物旁），即須縮減建物尺寸方可順利完成施工，如此一來勢必會造成建物內部空間之減縮。However, the above-mentioned method of making the wall body requires additional demoulding work after construction, which will increase the construction time and cost. Moreover, the thickness of the wall formwork 61, 62 must be reserved regardless of the outer side or the inner side of the wall. The space of the diagonal bracing member 64 is erected, and a considerable construction space is occupied. Therefore, when there is insufficient supporting space on the side of the predetermined construction structural wall (such as adjacent to another building), the building size must be reduced. The construction can be completed smoothly, which will inevitably lead to a reduction in the internal space of the building.
再者，若直接以鄰接之建築物牆面作為預定施工結構牆之外側支撐，而僅組立內側之牆面模板６２，則會因牆面模板６２無法以拉桿６３有效連結，而須改以大量斜撐件６４支撐模板，且由於其支撐強度不足，因此不適合單次施工製作過高之牆體結構，且若鄰接之建築物牆面上具有開牆孔(例如窗口)，還需要另外施以封堵開牆孔之作業，而相當耗時、麻煩。Furthermore, if the wall surface of the adjacent building is directly supported as the outer side of the predetermined construction structural wall, and only the inner wall template 62 is assembled, the wall template 62 cannot be effectively connected by the tie rod 63, and The diagonal bracing 64 supports the formwork, and because of its insufficient supporting strength, it is not suitable for a single construction to make an excessively high wall structure, and if there are open wall holes (such as windows) on the adjacent building wall surface, it is necessary to additionally apply Blocking the operation of opening a wall hole is quite time consuming and troublesome.
有鑑於此，故如何改進上述缺失即為本發明所欲解決之首要課題。In view of this, how to improve the above-mentioned defects is the primary problem to be solved by the present invention.
本發明目的之一，在於提供一種建築模板結構及其運用於結構體外側面無支撐場合之注模方法，其具有可適用於結構體外側面無支撐之場合，並可確保建物尺寸不致減縮之功效。One of the objects of the present invention is to provide a building formwork structure and an injection molding method for the unsupported side of the outer surface of the structure, which is applicable to the case where the outer side of the structure is unsupported, and the effect of reducing the size of the building is not ensured.
本發明目的之二，在於提供一種建築模板結構及其運用於結構體外側面無支撐場合之注模方法，其係可額外提供內、外模板間之支撐力道，因此可承受更多混凝土質量，而可於單次施工製作出較高之牆體結構。The second object of the present invention is to provide a building formwork structure and an injection molding method applied to the unsupported side of the outer surface of the structure, which can additionally provide a supporting force between the inner and outer formwork, thereby being able to withstand more concrete quality, and A higher wall structure can be produced in a single construction.
為達前述之目的，本發明提供一種建築模板結構，包含有： 一網模板，由一框架與一網體組成，該框架係由多數橫向桿與縱向桿所交錯組成，且該框架至少於四角落處分別設有一結合元件，而該網體則對應覆蓋於該框架之一側端面上； 複數個與該各結合元件數量相等之拉桿，該各拉桿之一端分別具有一可與所對應之結合元件相接之接合部，且該各拉桿分別以其接合部接設於該網模板設有網體之相反側端面上並與該各結合元件相接，而該各拉桿之另一端則分別組配有一定位元件及一鎖緊元件； 一內模板，與該網模板設有該網體之相反側端面呈相對間隔設置，且於該內模板對應該各拉桿之位置處分別設有一穿孔，該各拉桿之另一端係穿過所對應之穿孔，再以該各定位元件及該各鎖緊元件固定該內模板，以使該網模板與該內模板之間可形成有一灌漿空間。For the purpose of the foregoing, the present invention provides a building formwork structure comprising: a net formwork consisting of a frame and a net body, the frame being composed of a plurality of transverse bars and longitudinal bars, and the frame is at least four a coupling member is respectively disposed at a corner, and the mesh body is correspondingly covered on one side end surface of the frame; a plurality of tie rods having the same number of the coupling elements, and one end of each of the tie rods has a corresponding combination a connecting portion of the connecting member, wherein the connecting rods are respectively connected to the opposite side end surface of the net template provided with the mesh body and connected to the connecting members, and the other ends of the tie rods are respectively respectively assembled a positioning component and a locking component are disposed; an inner template is disposed at a position spaced apart from an opposite end surface of the meshing template, and a through hole is respectively disposed at a position corresponding to each of the pulling bars. The other end of each tie rod passes through the corresponding perforation, and the inner template is fixed by the positioning elements and the locking elements, so that the net template and the inner template are deformable There is a filling space.
而依據本發明之建築模板結構運用於結構體外側面無支撐場合之注模方法，包含有以下步驟： ａ．架設外模板：將該網模板定義為外模板，並將該網模板置於一預定施工結構牆之外側； ｂ．設置鋼筋結構：鋪設該預定施工結構牆之鋼筋結構； ｃ．架設內模板：取該內模板並置於該預定施工結構牆之內側，使該內模板與該網模板之間形成有該灌漿空間，接著以該各拉桿之另一端分別穿過該各穿孔而穿伸至該預定施工結構牆內側，並以該定位元件及該鎖緊元件固定該內模板； ｄ．灌漿：將混凝土灌注至該灌漿空間中，以成型出該預定施工結構牆。The injection molding method according to the present invention is applied to an injection molding method in which the outer side of the structure is unsupported, and comprises the following steps: a. Erecting the outer template: defining the net template as an outer template, and placing the net template on the outer side of a predetermined construction structural wall; b. Setting the steel structure: laying the steel structure of the predetermined construction structural wall; c. Erecting the inner template: taking the inner template and placing it on the inner side of the predetermined construction structural wall, so that the grouting space is formed between the inner template and the net template, and then the other ends of the rods are respectively passed through the perforations Extending to the inner side of the predetermined construction structural wall, and fixing the inner template with the positioning component and the locking element; d. Grouting: Concrete is poured into the grouting space to form the predetermined construction structural wall.
而本發明之上述目的與優點，不難從下述所選用實施例之詳細說明與附圖中，獲得深入了解。The above objects and advantages of the present invention will be readily understood from the following detailed description of the embodiments of the invention.
首先，請參閱第1、2圖及第6圖所示，係為本發明所提供之一種建築模板結構，其主要由一網模板11、複數個拉桿21以及一內模板51組成，其中：該網模板11，由一框架12與一網體13組成，該框架12係由多數橫向桿121與縱向桿122藉由點焊方式相互交錯搭接組成，並於該各橫向桿121與縱向桿122上分別具有一朝設有該網體13相反方向延伸之凸伸段14、15，且該縱向桿122之延伸段15用以供與該橫向桿121相接，而該橫向桿121之凸伸段則14可供與一鋼筋結構(圖中未示)相抵接，且該框架12至少於四角落處分別設有一結合元件123，而該網體13則對應覆蓋於該框架12之一側端面上；於本實施例中，該網體13係由金屬成型為具有多個網目131之網狀結構，且可利用點焊方式與該框架12相互接合。 First, please refer to the first, second and sixth figures, which is a building formwork structure provided by the present invention, which is mainly composed of a net formwork 11, a plurality of tie rods 21 and an inner formwork 51, wherein: The mesh template 11 is composed of a frame 12 and a net body 13 which is composed of a plurality of transverse bars 121 and longitudinal bars 122 which are alternately overlapped by spot welding, and the transverse bars 121 and the longitudinal bars 122. The upper portion has a protruding portion 14, 15 extending in the opposite direction of the net body 13, and the extending portion 15 of the longitudinal rod 122 is for contacting the transverse rod 121, and the protruding portion of the transverse rod 121 The segment 14 is adapted to abut against a reinforcing bar structure (not shown), and the frame 12 is respectively provided with a coupling member 123 at at least four corners, and the mesh body 13 correspondingly covers one side end surface of the frame 12. In the present embodiment, the net body 13 is formed of metal into a mesh structure having a plurality of meshes 131, and can be joined to the frame 12 by spot welding.
該各拉桿21係與該各結合元件123之數量相等，且各拉桿21之一端分別具有一可與所對應之結合元件123相接之接合部22，該各拉桿21分別以其接合部22接設於該網模板11設有網體13之相反側端面上而與該各結合元件123相接，且於該各拉桿21之另一端則分別組配有一定位元件23及一鎖緊元件24，其中該各結合元件123、定位元件23與鎖緊元件24分別具有一內螺紋段124、231、241，該各拉桿21之結合部２２係由一外螺紋段所構成，且該各拉桿２１異於結合部２２之另一端亦分別設有另一外螺紋段２１１，而可分別供對應之結合元件１２３、定位元件２３及鎖緊元件２４相互鎖接。Each of the tie rods 21 is equal to the number of the coupling members 123, and one end of each of the tie rods 21 has a joint portion 22 that can be connected to the corresponding joint member 123. The tie rods 21 are respectively connected by the joint portion 22 thereof. The stencils 11 are disposed on the opposite side end faces of the net body 13 and are connected to the coupling members 123, and a positioning component 23 and a locking component 24 are respectively disposed at the other ends of the yokes 21, The connecting member 123, the positioning member 23 and the locking member 24 respectively have an internal thread segment 124, 231, 241, and the connecting portion 22 of each of the tie rods 21 is formed by an externally threaded segment, and the respective rods 21 are different. Another external thread segment 211 is also provided at the other end of the joint portion 22, and the corresponding coupling member 123, the positioning member 23 and the locking member 24 are respectively coupled to each other.
該內模板５１，係以其一側端面與該網模板１１設有該網體１３之相反側端面呈相對間隔設置，且於該內模板５１對應該各拉桿２１之位置處分別設有一穿孔５２，而該各拉桿２１之另一端係用以穿過所對應之穿孔５２，再以該各定位元件２３及該各鎖緊元件２４相對鎖設於對應拉桿２１另一端之另一外螺紋段２１１上，以固定該內模板５１，並使該網模板１１與該內模板５１之間可形成有一灌漿空間５３。The inner template 51 is disposed at an opposite side of the end surface of the mesh plate 11 opposite to the mesh body 11, and a through hole 52 is respectively disposed at a position corresponding to each of the pull bars 21 of the inner die plate 51. The other end of each of the pull rods 21 is configured to pass through the corresponding through hole 52, and the other positioning member 23 and the locking elements 24 are oppositely locked to the other external thread segment 211 of the other end of the corresponding tie rod 21. The inner template 51 is fixed, and a grouting space 53 is formed between the net template 11 and the inner template 51.
接著請搭配參閱第３～８圖，依據本發明之建築模板結構運用於結構體外側面無支撐場合之注模方法，係包含有以下步驟：Then, referring to Figures 3-8, the injection molding method according to the present invention is applied to an injection molding method in which the outer side of the structure is unsupported, and the following steps are included:
ａ．架設外模板：a. Erection of external templates:
如第４圖所示，首先係將該網模板１１定義為一外模板，並將該網模板１１架設於一預定施工結構牆之外側，且該網模板１１之網體１３係緊鄰於一結構體３０之一側。As shown in FIG. 4, the mesh template 11 is first defined as an outer template, and the mesh template 11 is mounted on the outer side of a predetermined construction structural wall, and the mesh body 13 of the mesh template 11 is adjacent to a structure. One side of the body 30.
ｂ．設置鋼筋結構：b. Set the reinforcement structure:
如第５圖所示，係於該網模板１１接設有該各拉桿２１之一側鋪設該預定施工結構牆之鋼筋結構４１，且於此一步驟亦可同時進行水電管路之配置工作。As shown in FIG. 5, the reinforcing plate structure 41 of the predetermined construction structural wall is laid on one side of the pulling rod 21, and the configuration of the hydroelectric pipeline can be simultaneously performed in this step.
ｃ．架設內模板：c. Erection of the internal template:
取一內模板５１並置於該預定施工結構牆之內側，如第６圖所示，使該內模板５１與該網模板１１之間形成有一灌漿空間５２，且令該各拉桿２１之另一端穿過所對應之穿孔５２而穿伸至該預定施工結構牆內側，接著再以該各定位元件２３及該各鎖緊元件２４固定該內模板５１。其中，該內模板５１係可選自木模板、塑膠模板或網體模板之其中一種，且在以該各定位元件２３及該各鎖緊元件２４固定該內模板５１後，更可接著如第７圖所示，再於該內模板５１與地面之間斜向架設有預定數量之支撐桿５４。An inner template 51 is taken and placed inside the predetermined construction structural wall. As shown in FIG. 6, a grouting space 52 is formed between the inner template 51 and the net template 11, and the other end of each of the pull rods 21 is worn. The corresponding perforations 52 are passed through to the inside of the predetermined construction structural wall, and then the inner template 51 is fixed by the positioning elements 23 and the locking elements 24 . The inner template 51 can be selected from one of a wood template, a plastic template, or a mesh template, and after the inner template 51 is fixed by the positioning elements 23 and the locking elements 24, As shown in Fig. 7, a predetermined number of support rods 54 are disposed obliquely between the inner template 51 and the ground.
ｄ．灌漿：d. Grouting:
最後如第８圖所示，將混凝土灌注至由該內模板５１與網模板１１之間所形成之灌漿空間５３中，即可成型出該預定施工結構牆。Finally, as shown in Fig. 8, the concrete is poured into the grouting space 53 formed between the inner formwork 51 and the net formwork 11, and the predetermined construction structural wall can be formed.
而本發明係藉由將該網模板１１定義為製作牆體之外模板結構，因此在灌漿作業後，藉由該網模板１１可提供良好之透氣性，使混凝土可迅速與該網模板１１形成良好握裹狀態，因此施工完成後除不需拆模，而可有效減少施工時間與成本。However, the present invention defines the mesh template 11 as a template structure outside the wall, so that after the grouting operation, the mesh template 11 can provide good gas permeability, so that the concrete can be quickly formed with the mesh template 11. Good grip state, so no need to demolish the mold after construction, which can effectively reduce construction time and cost.
再者，本發明藉由將該網模板１１定義為製作牆體之外模板而不需拆模，以及利用該等拉桿２１可提供內、外模板間足夠之支撐力道，而不須在網模板１１外側額外架設支撐桿５４，因此可運用至預定施工結構牆外側面無足夠施工空間之場合，並進而確保建物尺寸不致減縮，且在以鄰接之建築物牆面作為預定施工結構牆之外側支撐時，亦不需要另外施以封堵鄰牆開牆孔之作業，而可有效節省作業時間。Furthermore, the present invention defines the mesh template 11 as a template outside the wall without removing the mold, and the lever 21 can provide sufficient support between the inner and outer templates without the need for a mesh template. 11 additional support rods 54 are arranged on the outer side, so that it can be applied to the occasion where there is not enough construction space on the outer side of the predetermined construction structure wall, and further ensure that the size of the building is not reduced, and the wall of the adjacent building is used as the outer side of the predetermined construction structure wall. At the same time, there is no need to additionally install the operation of blocking the wall opening of the adjacent wall, and the operation time can be effectively saved.
又，本發明之拉桿２１係可額外提供內模板５１與網模板１１間之支撐力道，因此可承受更多混凝土質量，而可於單次施工製作出較高之牆體結構，並進而即可有效提升本發明之施工效率。Moreover, the tie rod 21 of the present invention can additionally provide a supporting force between the inner formwork 51 and the net formwork 11, so that it can withstand more concrete quality, and a higher wall structure can be produced in a single construction, and then Effectively improve the construction efficiency of the present invention.
惟，以上所述實施例之揭示係用以說明本發明，並非用以限制本發明，故舉凡數值之變更或等效元件之置換仍應隸屬本發明之範疇。The disclosure of the above-described embodiments is intended to be illustrative of the invention, and is not intended to limit the invention.
並由以上詳細說明後，係可使熟知本項技藝者明瞭本發明確可達成前述目的，實已符合專利法之規定，故本案發明人依法提出申請。And from the above detailed description, it will be apparent to those skilled in the art that the present invention can achieve the foregoing objectives, and has already met the requirements of the Patent Law. Therefore, the inventor of the present invention filed an application according to law.
（習用部分）
６１、６２‧‧‧牆面側模
６３‧‧‧拉桿
６４‧‧‧斜撐件
（本創作部分）
１１‧‧‧網模板
１２‧‧‧框架
１２１‧‧‧橫向桿
１２２‧‧‧縱向桿
１２３‧‧‧結合元件
１３‧‧‧網體
１３１‧‧‧網目
１４、１５‧‧‧凸伸段
２１‧‧‧拉桿
２１１‧‧‧外螺紋段
２２‧‧‧接合部
２３‧‧‧定位元件
２４‧‧‧鎖緊元件
１２４、２３１、２４１‧‧‧內螺紋段
３０‧‧‧結構體
４１‧‧‧鋼筋結構
５１‧‧‧內模板
５２‧‧‧穿孔
５３‧‧‧灌漿空間
５４‧‧‧支撐桿(customized part)
61, 62‧‧‧ wall side molds 63‧‧‧ rods 64‧‧‧ diagonal braces (this part)
11‧‧‧Web template 12‧‧‧Frame 121‧‧‧Transverse rod 122‧‧‧Longitudinal rod 123‧‧‧Combination element 13‧‧‧Net body 131‧‧‧Mesh 14, 15‧‧‧ protruding section 21 ‧‧‧Tie rod 211‧‧‧External thread section 22‧‧‧Joint part 23‧‧‧Positioning element 24‧‧‧Locking element 124,231,241‧‧‧ Internal thread section 30‧‧‧Structure 41‧‧ ‧Reinforcement structure 51‧‧‧Formal template 52‧‧‧Perforation 53‧‧‧ Grouting space 54‧‧‧ Support rod
第１圖係本發明建築模板結構之分解圖。 第２圖係本發明建築模板結構於組裝後之立體圖。 第３圖係本發明運用於結構體外側面無支撐場合之注模方法流程圖。 第４圖係本發明於架設外模板時之示意圖。 第５圖係本發明於設置鋼筋結構時之示意圖。 第６圖係本發明於架設內模板時之示意圖。Figure 1 is an exploded view of the building formwork structure of the present invention. Figure 2 is a perspective view of the building formwork structure of the present invention after assembly. Figure 3 is a flow chart of the injection molding method of the present invention applied to the unsupported side of the structure. Figure 4 is a schematic view of the present invention when the outer template is erected. Figure 5 is a schematic view of the present invention when the reinforcing bar structure is provided. Figure 6 is a schematic view of the present invention when the inner template is erected.
第7圖係本發明於架設支撐桿時之示意圖。 Figure 7 is a schematic view of the present invention when the support rod is erected.
第8圖係本發明於灌漿時之示意圖。 Figure 8 is a schematic view of the present invention at the time of grouting.
第9圖係習用建築模板之立體示意圖。 Figure 9 is a perspective view of a conventional building template.
第10圖係習用建築模板之使用狀態示意圖。 Figure 10 is a schematic diagram showing the state of use of a conventional building template.
11‧‧‧網模板 11‧‧‧Web Template
12‧‧‧框架 12‧‧‧Frame
121‧‧‧橫向桿 121‧‧‧ transverse rod
122‧‧‧縱向桿 122‧‧‧Longitudinal pole
123‧‧‧結合元件 123‧‧‧Combined components
13‧‧‧網體 13‧‧‧ net body
131‧‧‧網目 131‧‧‧Mesh
14、15‧‧‧凸伸段 14, 15‧‧‧ protruding section
21‧‧‧拉桿 21‧‧‧ lever
211‧‧‧外螺紋段 211‧‧‧ external thread section
22‧‧‧接合部 22‧‧‧ joints
23‧‧‧定位元件 23‧‧‧ Positioning components
24‧‧‧鎖緊元件 24‧‧‧Locking elements
124、231、241‧‧‧內螺紋段 124, 231, 241‧‧ ‧ internal thread segments
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105100051A TWI601873B (en) | 2016-01-04 | 2016-01-04 | Building template structure and its application in the structure of the outer side of the unsupported occasions of the injection molding method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105100051A TWI601873B (en) | 2016-01-04 | 2016-01-04 | Building template structure and its application in the structure of the outer side of the unsupported occasions of the injection molding method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TW201725304A TW201725304A (en) | 2017-07-16 |
| TWI601873B true TWI601873B (en) | 2017-10-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| TW105100051A TWI601873B (en) | 2016-01-04 | 2016-01-04 | Building template structure and its application in the structure of the outer side of the unsupported occasions of the injection molding method |
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| CN110118014B (en) * | 2019-05-09 | 2024-01-02 | 广西建工集团第五建筑工程有限责任公司 | Exterior wall template system free of exterior scaffold and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW201202519A (en) * | 2010-07-02 | 2012-01-16 | Jing Qiang Taiwan Internat Co Ltd | Formwork detachment free wall structure |
| CN102661019B (en) * | 2012-05-21 | 2014-03-05 | 河南五建第二建筑安装有限公司 | Heat preservation and decoration integrated construction method for outer wall of building |
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2016
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Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW201202519A (en) * | 2010-07-02 | 2012-01-16 | Jing Qiang Taiwan Internat Co Ltd | Formwork detachment free wall structure |
| CN102661019B (en) * | 2012-05-21 | 2014-03-05 | 河南五建第二建筑安装有限公司 | Heat preservation and decoration integrated construction method for outer wall of building |
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