CN108297247A - A kind of production method of superimposed sheet, superimposed sheet production equipment and superimposed sheet - Google Patents
A kind of production method of superimposed sheet, superimposed sheet production equipment and superimposed sheet Download PDFInfo
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- CN108297247A CN108297247A CN201810298579.2A CN201810298579A CN108297247A CN 108297247 A CN108297247 A CN 108297247A CN 201810298579 A CN201810298579 A CN 201810298579A CN 108297247 A CN108297247 A CN 108297247A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/04—Producing shaped prefabricated articles from the material by tamping or ramming
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
- E04C2/324—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with incisions or reliefs in the surface
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
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- Mechanical Engineering (AREA)
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- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
技术领域technical field
本发明属于建筑材料技术领域,涉及一种叠合板、叠合板生产设备及叠合板的生产方法。The invention belongs to the technical field of building materials, and relates to a laminated board, production equipment for the laminated board and a production method for the laminated board.
背景技术Background technique
国内采用的钢筋混凝土楼板有现浇楼板和预制楼板,现浇楼板整体性好,但需现场支模,然后浇筑混凝土,施工周期难度大,模板损耗大,成本高,预制楼板不需现场支模,施工周期短,造价低,但现有的叠合板在新旧混凝土的粘结方面,性能较差,在固化环境不理想的情况下,容易形成新旧混泥土裂开、甚至剥离的情况。The reinforced concrete floor slabs used in China include cast-in-place slabs and prefabricated slabs. The cast-in-place slabs have good integrity, but formwork is required on site, and then concrete is poured. The construction period is difficult, the loss of formwork is large, and the cost is high. Precast slabs do not require on-site formwork. , the construction period is short, and the cost is low, but the existing laminated slabs have poor performance in terms of bonding new and old concrete. When the curing environment is not ideal, it is easy to form cracks or even peeling off of the old and new concrete.
发明内容Contents of the invention
本发明的第一个目的是针对现有的技术存在的上述问题,提供一种叠合板,本发明所要解决的技术问题是如何提高叠合板新旧混泥土之间的粘结强度。The first object of the present invention is to provide a laminated slab for the above-mentioned problems existing in the prior art. The technical problem to be solved by the present invention is how to improve the bond strength between new and old concrete of the laminated slab.
本发明的目的可通过下列技术方案来实现:一种叠合板,其特征在于,本叠合板包括一矩形的板体,板体内埋设有纵向钢筋和横向钢筋,所述板体的上端面纵向设置有若干列V型凸筋,相邻两列V型凸筋之间的板体上表面纵向开设有内凹的限位槽,本叠合板还包括设置在限位槽处的弧形的加强筋,所述加强筋的两端均埋设在板体内,所述加强筋的两端分别固定在板体内的横向钢筋上。The purpose of the present invention can be achieved through the following technical solutions: a composite panel, characterized in that the composite panel comprises a rectangular plate body, and longitudinal steel bars and transverse steel bars are embedded in the plate body, and the upper end surface of the plate body is longitudinally arranged There are several rows of V-shaped ribs, and the upper surface of the board between two adjacent rows of V-shaped ribs is longitudinally provided with concave limiting grooves. The laminated plate also includes arc-shaped reinforcing ribs arranged at the limiting grooves. , both ends of the reinforcing ribs are buried in the plate body, and the two ends of the reinforcing ribs are respectively fixed on the transverse steel bars in the plate body.
在板体上开设限位槽,能够增大新旧混凝土之间的粘结面积,提高新旧混凝土之间的结合强度和牢固度。Setting the limit groove on the plate body can increase the bonding area between the old and new concrete, and improve the bonding strength and firmness between the old and new concrete.
在限位槽处设置加强筋,其目的是增大限位槽处的新旧混凝土之间的连接强度,可通过在限位槽处埋设钢筋,使新旧混凝土之间的黏合度更高,通过加强筋实现两者之间的连接。The purpose of setting reinforcement ribs at the limit groove is to increase the connection strength between the old and new concrete at the limit groove. By embedding steel bars at the limit groove, the bonding between the old and new concrete can be made higher. The rib realizes the connection between the two.
在上述的一种叠合板中,所述V型凸筋与加强筋一一对应,处于同一横向直线上的加强筋和V型凸筋为呈一体结构的金属条,所述金属条位于V型凸筋和加强筋之间的部分绕设在横向钢筋上。In the above-mentioned laminated plate, the V-shaped ribs correspond to the reinforcing ribs one by one, and the reinforcing ribs and the V-shaped ribs on the same horizontal straight line are metal strips with an integrated structure, and the metal strips are located in the V-shaped The part between the convex rib and the reinforcing rib is wound on the transverse reinforcement.
V型凸筋和加强筋的强度、位置稳定性和施工过程中的可靠性,均可以通过它们的一体结构实现,避免了在运输、施工过程中加强筋或V型凸筋的脱离和松弛。The strength, position stability and reliability of the V-shaped ribs and reinforcing ribs can be realized through their integrated structure, which avoids the detachment and relaxation of the reinforcing ribs or V-shaped ribs during transportation and construction.
在上述的一种叠合板中,处于同一纵向轴线上的V型凸筋之间通过一拉杆相连,所述拉杆为螺纹钢筋。In the above-mentioned laminated plate, the V-shaped ribs on the same longitudinal axis are connected by a tie rod, and the tie rod is a threaded steel bar.
在上述的一种叠合板中,所述纵向钢筋埋设在限位槽的正下方;所述纵向钢筋的两端均伸出板体之外。In the above-mentioned laminated slab, the longitudinal steel bar is embedded directly below the limiting groove; both ends of the longitudinal steel bar protrude out of the slab body.
本发明的第二个目的是针对现有技术存在的缺陷,提供一种叠合板的生产设备,以提高上述叠合板的加工效率。The second object of the present invention is to provide a production equipment for laminated boards to improve the processing efficiency of the above-mentioned laminated boards in view of the defects existing in the prior art.
一种叠合板的生产设备,其特征在于,本生产设备包括两块横向模板和两块纵向模板,所述横向模板的两端分别两块纵向模板的两端之间可拆卸连接;所述横向模板的上表面开设有与限位槽一一对应的凹口,两块横向模板之间对应的凹口之间设置有一开槽模板,所述开槽模板的下表面为与凹口适配的曲面,所述开槽模板的上表面为与横向模板的上端面处于同一平面上的平面,所述横向模板上开设有与纵向钢筋一一对应的定位孔,所述纵向钢筋的两端能够插设在定位孔内;所述开槽模板的两端与凹口下方的纵向钢筋之间通过一连接组件可拆卸连接。A kind of production equipment of laminated board, it is characterized in that, this production equipment comprises two horizontal formworks and two longitudinal formworks, the two ends of described transverse formworks are detachably connected between the two ends of two vertical formworks respectively; The upper surface of the template is provided with a notch corresponding to the limit groove one by one, and a slotted template is arranged between the corresponding notches between the two transverse templates, and the lower surface of the slotted template is adapted to the notch. curved surface, the upper surface of the slotted formwork is a plane on the same plane as the upper end surface of the transverse formwork, and positioning holes corresponding to the longitudinal reinforcement bars are provided on the said transverse formwork formwork, and the two ends of the longitudinal reinforcement bars can be inserted It is arranged in the positioning hole; the two ends of the slotted formwork are detachably connected to the longitudinal reinforcement below the notch through a connecting component.
本生产设备拆装方便,能够配合新的叠合板的制备,提高生产效率。The production equipment is convenient to disassemble and assemble, and can cooperate with the preparation of new laminated boards to improve production efficiency.
在上述的一种叠合板的生产设备中,所述连接组件包括开设在开槽模板端部的两个安装孔,本连接组件还包括一U型的连接杆,所述连接杆的两端能够分别插设在两个安装孔内,所述连接杆的两端与纵向钢筋之间通过钢丝紧箍。In the above-mentioned production equipment for laminated panels, the connecting assembly includes two mounting holes opened at the ends of the slotted formwork, and the connecting assembly also includes a U-shaped connecting rod, and the two ends of the connecting rod can be They are respectively inserted in the two installation holes, and the two ends of the connecting rod and the longitudinal steel bars are tightened by steel wires.
本发明的第三个目的是针对现有技术的缺陷,提供一种叠合板的生产方法,以提高生产效率和生产质量。The third object of the present invention is to provide a method for producing laminated boards to improve production efficiency and production quality, aiming at the defects of the prior art.
一种叠合板的生产方法,其特征在于,本生产方法包括如下步骤:A kind of production method of laminated board, it is characterized in that, this production method comprises the following steps:
A、扎制钢筋框架:将横向钢筋和纵向钢筋按照间距要求扎制成矩形的格子框架,扎制过程中,先通过细小扎丝进行定型,然后将其翻转90度,并打架定位,通过金属条从横向钢筋上依次绕制,制成V型凸筋和加强筋;A. Binding steel bar frame: tie the horizontal steel bars and longitudinal steel bars into a rectangular lattice frame according to the spacing requirements. The strips are wound sequentially from the transverse steel bars to make V-shaped convex ribs and reinforcing ribs;
B、装模:将扎制好的钢筋框架放倒在平整地面上,通过横向模板和纵向模板的组装,使其被包裹在横向模板和纵向模板之间,并将纵向钢筋的伸出部分插设在定位孔内;B. Molding: Lay down the reinforced steel frame on the flat ground, wrap it between the horizontal formwork and the longitudinal formwork through the assembly of the horizontal formwork and the longitudinal formwork, and insert the protruding part of the longitudinal reinforcement set in the positioning hole;
C、固定开槽模板:将开槽模板搭在两块横向模板之间,并使开槽模板的曲面与凹口对应;将连接杆插设在安装孔内,使其端部伸出横向钢筋的端部之下,并通过扎丝将连接杆的两端与横向钢筋的伸出部分固定;其中,开槽模板插设在加强筋与限位槽之间;C. Fix the slotted formwork: put the slotted formwork between two horizontal formworks, and make the curved surface of the slotted formwork correspond to the notch; insert the connecting rod in the installation hole so that the end protrudes from the horizontal steel bar Under the end of the connecting rod, the two ends of the connecting rod and the protruding part of the transverse steel bar are fixed by tying wires; wherein, the slotted formwork is inserted between the reinforcing rib and the limiting groove;
D、浇注:在模具框架内浇注混凝土,并利用振动泵对其进行夯实;D. Pouring: pour concrete in the mold frame and tamp it with a vibrating pump;
E、固化拆模:待混凝土固化后,拆除横向模板和纵向模板,抽离开槽模板,将加强筋从中部进行扎紧,并将扎紧后形成的扎头旋转至其朝向限位槽的方向,即完成叠合板的制备。E. Curing and formwork removal: After the concrete is cured, remove the horizontal formwork and longitudinal formwork, pull away from the groove formwork, tighten the reinforcement from the middle, and rotate the tie head formed after tightening to the direction facing the limit groove , that is, the preparation of the laminated plate is completed.
本叠合板存在一个问题,那就是叠合板的限位槽部分与新混凝土之间无筋部分较多,固而设置加强筋,且在制备完成后,将加强筋的中部扎紧,并将扎头朝下,可以提高新混凝土与叠合板之间的粘结强度,使新混凝土固化后的板面部分伸入叠合板的下方,部分位于叠合板的上方,且均有叠合板的钢筋埋入,强度大大提高。There is a problem in this laminated slab, that is, there are many unreinforced parts between the limit groove part of the laminated slab and the new concrete, so reinforcement ribs are set, and after the preparation is completed, the middle part of the reinforcement ribs is fastened, and the binding Head down can improve the bonding strength between the new concrete and the laminated slab, so that the cured slab surface of the new concrete extends below the laminated slab, and partly lies above the laminated slab, and the reinforcement of the laminated slab is embedded , the strength is greatly improved.
附图说明Description of drawings
图1是本叠合板的立体结构示意图。Fig. 1 is a schematic diagram of the three-dimensional structure of the laminated board.
图2是本叠合板在固化前的截面图。Figure 2 is a cross-sectional view of the laminate before curing.
图3是本叠合板在固化后的截面图。Figure 3 is a cross-sectional view of the laminate after curing.
图4是本叠合板生产设备的结构示意图。Fig. 4 is a structural schematic diagram of the laminated board production equipment.
图5是图4中A方向上的截面图。Fig. 5 is a cross-sectional view along the direction A in Fig. 4 .
图中,1、板体;11、限位槽;21、纵向钢筋;22、横向钢筋;31、V型凸筋;32、加强筋;33、拉杆;41、横向模板;42、纵向模板;43、凹口;44、开槽模板;51、定位孔;52、安装孔;53、连接杆。In the figure, 1. Plate body; 11. Limiting groove; 21. Longitudinal reinforcement; 22. Transverse reinforcement; 31. V-shaped rib; 32. Reinforcing rib; 43, notch; 44, slotting template; 51, positioning hole; 52, installation hole; 53, connecting rod.
具体实施方式Detailed ways
以下是本发明的具体实施例并结合附图,对本发明的技术方案作进一步的描述,但本发明并不限于这些实施例。The following are specific embodiments of the present invention and in conjunction with the accompanying drawings, the technical solutions of the present invention are further described, but the present invention is not limited to these embodiments.
如图1和图2所示,本叠合板包括一矩形的板体1,板体1内埋设有纵向钢筋21和横向钢筋22,板体1的上端面纵向设置有若干列V型凸筋31,相邻两列V型凸筋31之间的板体1上表面纵向开设有内凹的限位槽11,本叠合板还包括设置在限位槽11处的弧形的加强筋32,加强筋32的两端均埋设在板体1内,加强筋32的两端分别固定在板体1内的横向钢筋22上。As shown in Fig. 1 and Fig. 2, the laminated slab includes a rectangular slab body 1, the slab body 1 is embedded with longitudinal steel bars 21 and transverse steel bars 22, and the upper end surface of the slab body 1 is longitudinally provided with several rows of V-shaped ribs 31. The upper surface of the plate body 1 between two adjacent rows of V-shaped ribs 31 is longitudinally provided with a concave limiting groove 11, and the laminated plate also includes an arc-shaped reinforcing rib 32 arranged at the limiting groove 11 to strengthen Both ends of the ribs 32 are embedded in the panel body 1 , and the two ends of the reinforcing ribs 32 are respectively fixed on the transverse steel bars 22 in the panel body 1 .
在板体1上开设限位槽11,能够增大新旧混凝土之间的粘结面积,提高新旧混凝土之间的结合强度和牢固度。The limit groove 11 is provided on the plate body 1, which can increase the bonding area between the old and new concrete, and improve the bonding strength and firmness between the old and new concrete.
在限位槽11处设置加强筋32,其目的是增大限位槽11处的新旧混凝土之间的连接强度,可通过在限位槽11处埋设钢筋,使新旧混凝土之间的黏合度更高,通过加强筋32实现两者之间的连接。Reinforcing ribs 32 are set at the limit groove 11, the purpose of which is to increase the connection strength between the old and new concrete at the limit groove 11, and the bonding between the old and new concrete can be made stronger by embedding steel bars at the limit groove 11. High, the connection between the two is realized by the reinforcing rib 32.
V型凸筋31与加强筋32一一对应,处于同一横向直线上的加强筋32和V型凸筋31为呈一体结构的金属条,金属条位于V型凸筋31和加强筋32之间的部分绕设在横向钢筋22上;V型凸筋31和加强筋32的强度、位置稳定性和施工过程中的可靠性,均可以通过它们的一体结构实现,避免了在运输、施工过程中加强筋32或V型凸筋31的脱离和松弛。The V-shaped ribs 31 correspond to the reinforcing ribs 32 one-to-one. The reinforcing ribs 32 and the V-shaped ribs 31 on the same horizontal straight line are metal strips with an integrated structure. The metal strips are located between the V-shaped ribs 31 and the reinforcing ribs 32. The part is wound on the transverse steel bar 22; the strength, positional stability and reliability of the V-shaped convex rib 31 and reinforcing rib 32 during construction can all be realized through their integrated structure, avoiding the The detachment and relaxation of the rib 32 or the V-shaped rib 31.
处于同一纵向轴线上的V型凸筋31之间通过一拉杆33相连,拉杆33为螺纹钢筋;纵向钢筋21埋设在限位槽11的正下方;纵向钢筋21的两端均伸出板体1之外。The V-shaped convex ribs 31 on the same longitudinal axis are connected by a tie rod 33, and the tie rod 33 is a threaded steel bar; the longitudinal steel bar 21 is buried directly below the limiting groove 11; both ends of the longitudinal steel bar 21 protrude from the plate body 1 outside.
如图4和图5所示,本生产设备包括两块横向模板41和两块纵向模板42,横向模板41的两端分别两块纵向模板42的两端之间可拆卸连接;横向模板41的上表面开设有与限位槽11一一对应的凹口43,两块横向模板41之间对应的凹口43之间设置有一开槽模板44,开槽模板44的下表面为与凹口43适配的曲面,开槽模板44的上表面为与横向模板41的上端面处于同一平面上的平面,横向模板41上开设有与纵向钢筋21一一对应的定位孔51,纵向钢筋21的两端能够插设在定位孔51内;开槽模板44的两端与凹口43下方的纵向钢筋21之间通过一连接组件可拆卸连接。As shown in Figure 4 and Figure 5, this production equipment comprises two horizontal templates 41 and two vertical templates 42, the two ends of the horizontal template 41 are detachably connected between the two ends of the two vertical templates 42 respectively; The upper surface is provided with a notch 43 corresponding to the limit groove 11 one by one, and a slotted template 44 is arranged between the corresponding notches 43 between the two transverse templates 41, and the lower surface of the slotted template 44 is the same as the notch 43. Adapted curved surface, the upper surface of the grooved formwork 44 is a plane on the same plane as the upper end surface of the transverse formwork 41, and the transverse formwork 41 is provided with positioning holes 51 corresponding to the longitudinal reinforcement bars 21 one by one, and the two longitudinal reinforcement bars 21 The end can be inserted into the positioning hole 51; the two ends of the slotted template 44 are detachably connected to the longitudinal reinforcement 21 below the notch 43 through a connecting assembly.
本生产设备拆装方便,能够配合新的叠合板的制备,提高生产效率。The production equipment is convenient to disassemble and assemble, and can cooperate with the preparation of new laminated boards to improve production efficiency.
连接组件包括开设在开槽模板44端部的两个安装孔52,本连接组件还包括一U型的连接杆53,连接杆53的两端能够分别插设在两个安装孔52内,连接杆53的两端与纵向钢筋21之间通过钢丝紧箍。The connecting assembly includes two mounting holes 52 provided at the ends of the slotted template 44. The connecting assembly also includes a U-shaped connecting rod 53. The two ends of the connecting rod 53 can be respectively inserted in the two mounting holes 52 to connect Between the two ends of the rod 53 and the longitudinal reinforcement 21, a steel wire is used to tighten the hoop.
一种叠合板的生产方法,本生产方法包括如下步骤:A kind of production method of laminated board, this production method comprises the steps:
A、扎制钢筋框架:将横向钢筋22和纵向钢筋21按照间距要求扎制成矩形的格子框架,扎制过程中,先通过细小扎丝进行定型,然后将其翻转90度,并打架定位,通过金属条从横向钢筋22上依次绕制,制成V型凸筋31和加强筋32;A. Binding steel bar frame: tie the horizontal steel bar 22 and the longitudinal steel bar 21 into a rectangular lattice frame according to the spacing requirements. The metal strips are sequentially wound from the transverse steel bars 22 to make V-shaped convex ribs 31 and reinforcing ribs 32;
B、装模:将扎制好的钢筋框架放倒在平整地面上,通过横向模板41和纵向模板42的组装,使其被包裹在横向模板41和纵向模板42之间,并将纵向钢筋21的伸出部分插设在定位孔51内;B, mold loading: put the steel bar frame that has been tied down on the flat ground, make it be wrapped between the horizontal formwork 41 and the longitudinal formwork 42 through the assembly of the transverse formwork 41 and the longitudinal formwork 42, and place the longitudinal reinforcement 21 The protruding part is inserted in the positioning hole 51;
C、固定开槽模板44:将开槽模板44搭在两块横向模板41之间,并使开槽模板44的曲面与凹口43对应;将连接杆53插设在安装孔52内,使其端部伸出横向钢筋22的端部之下,并通过扎丝将连接杆53的两端与横向钢筋22的伸出部分固定;其中,开槽模板44插设在加强筋32与限位槽11之间;如图2所示。C, fixed slotting template 44: the slotting template 44 is built between two horizontal templates 41, and the curved surface of the slotting template 44 corresponds to the notch 43; the connecting rod 53 is inserted in the mounting hole 52, so that Its end stretches out below the end of transverse reinforcing bar 22, and the two ends of connecting rod 53 and the protruding part of transverse reinforcing bar 22 are fixed by binding wire; between grooves 11; as shown in Figure 2.
D、浇注:在模具框架内浇注混凝土,并利用振动泵对其进行夯实;D. Pouring: pour concrete in the mold frame and tamp it with a vibrating pump;
E、固化拆模:待混凝土固化后,拆除横向模板41和纵向模板42,抽离开槽模板44,将加强筋32从中部进行扎紧,并将扎紧后形成的扎头旋转至其朝向限位槽11的方向,即完成叠合板的制备;如图3所示。E. Curing formwork removal: After the concrete is cured, remove the horizontal formwork 41 and the longitudinal formwork 42, pull out the groove formwork 44, tighten the reinforcing rib 32 from the middle, and rotate the tie head formed after tightening to its direction limit The direction of the slot 11 is to complete the preparation of the laminated board; as shown in FIG. 3 .
本叠合板存在一个问题,那就是叠合板的限位槽11部分与新混凝土之间无筋部分较多,固而设置加强筋32,且在制备完成后,将加强筋32的中部扎紧,并将扎头朝下,可以提高新混凝土与叠合板之间的粘结强度,使新混凝土固化后的板面部分伸入叠合板的下方,部分位于叠合板的上方,且均有叠合板的钢筋埋入,强度大大提高。There is a problem in this laminated slab, that is, there are many unreinforced parts between the limiting groove 11 part of the laminated slab and the new concrete, and the reinforcing rib 32 is set, and after the preparation is completed, the middle part of the reinforcing rib 32 is tied tightly, Putting the head down can improve the bonding strength between the new concrete and the laminated slab, so that the cured slab surface of the new concrete extends below the laminated slab, and part of it is located above the laminated slab, and both have a laminated slab. Embedded with steel bars, the strength is greatly improved.
本文中所描述的具体实施例仅仅是对本发明精神作举例说明。本发明所属技术领域的技术人员可以对所描述的具体实施例做各种各样的修改或补充或采用类似的方式替代,但并不会偏离本发明的精神或者超越所附权利要求书所定义的范围。The specific embodiments described herein are merely illustrative of the spirit of the invention. Those skilled in the art to which the present invention belongs can make various modifications or supplements to the described specific embodiments or adopt similar methods to replace them, but they will not deviate from the spirit of the present invention or go beyond the definition of the appended claims range.
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