CN210190081U - Mould and mould group for manufacturing concrete prefabricated part - Google Patents

Mould and mould group for manufacturing concrete prefabricated part Download PDF

Info

Publication number
CN210190081U
CN210190081U CN201920404806.5U CN201920404806U CN210190081U CN 210190081 U CN210190081 U CN 210190081U CN 201920404806 U CN201920404806 U CN 201920404806U CN 210190081 U CN210190081 U CN 210190081U
Authority
CN
China
Prior art keywords
interface
mold
mould
die
pump
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
CN201920404806.5U
Other languages
Chinese (zh)
Inventor
Zhaodi Zhou
周兆弟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201920404806.5U priority Critical patent/CN210190081U/en
Application granted granted Critical
Publication of CN210190081U publication Critical patent/CN210190081U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The embodiment of the utility model discloses mould, mould group are used in precast concrete component preparation can directly make the smooth precast concrete component of outer wall. The mould comprises a top template, a side template and a bottom template, wherein the top template and the bottom template are respectively fixedly connected with the side template to form a mould cavity, a pumping hole for pumping concrete into the mould cavity is formed in the top template, an interface piece is configured at the position of the pumping hole, and detachable connection is formed between the interface piece and the top template. A plurality of moulds are arranged side by side to form a mould group, and adjacent mould cavities share one side template. The mould or the mould group is convenient for keeping the appearance of the concrete prefabricated part flat.

Description

Mould and mould group for manufacturing concrete prefabricated part
Technical Field
The embodiment of the utility model provides a relate to precast concrete pile and make technical field, concretely relates to mould and mould group are used in precast concrete component preparation.
Background
In the production of the existing concrete prefabricated part (such as a concrete prefabricated pile), in order to facilitate the direct pumping of concrete into a die cavity through a pump pipe, an interface part is usually fixedly arranged on a top template of a die or a die set, the pump pipe of pumping equipment is connected with the interface part, and then the concrete is injected into the die cavity of the die or the die set, when the concrete pumped into the die cavity is enough, the pump pipe is removed, part of the concrete can be remained at the interface part at the moment, and the part of the concrete is redundant, and even if the concrete is cleaned, the concrete cannot be completely cleaned, after the prefabricated part is solidified and molded, the position of the interface part on the outer wall of the prefabricated part can generate a bulge, and the bulge causes the prefabricated part to be influenced in actual use.
In order to flatten the outer wall of the prefabricated part, the excess protruding part at the interface part can only be directly knocked off or mechanically removed by other external force after the prefabricated part in the mold or the mold set is solidified and molded, so that the flattened outer wall of the molded prefabricated part cannot be ensured, and even the body of the prefabricated part can be damaged in the process of removing the protruding part.
SUMMERY OF THE UTILITY MODEL
The utility model provides a mould and mould group are used in precast concrete component preparation to solve the technical problem of the fashioned precast element outer wall unevenness among the prior art.
The technical scheme of the utility model is that:
the utility model provides a mould is used in precast concrete component preparation, the mould includes top form board, side form board and die block board, the top form board the die block board respectively with side form board fixed connection forms the die cavity, be equipped with on the top form board be used for to the pump opening of pump sending concrete in the die cavity, pump opening position disposes interface piece, interface piece with form between the top form board and can dismantle the connection.
Furthermore, one end of the interface piece is arranged in the pump material port and detachably fixed with the top template, and the built-in end face of the interface piece is flush with the inner wall of the top template.
Furthermore, the interface piece is of a cylindrical hollow structure, one end of the interface piece is provided with a clamping part for being fixedly connected with an external pump pipe, and the other end of the interface piece is inserted into a pump material port of the top template and communicated with the die cavity.
Furthermore, the interface member is an interface component, the interface component is composed of two parts which are longitudinally and symmetrically arranged or a plurality of parts which are longitudinally arranged in parallel, and all the parts are independently disassembled.
Furthermore, on two corresponding lateral walls of two adjacent parts of the interface module, a clamping groove is arranged on one lateral wall, a strip-shaped bulge is arranged on the other corresponding lateral wall, and the two are in vertical sliding clamping connection.
Further, the interface piece comprises an upper split structure and a lower split structure, wherein the lower half part is an interface main body part connected with the pump port, and the upper half part is an interface locking part used for connecting the interface main body part and the end head part of the pump pipe.
Furthermore, the top template is provided with one or more pumping ports, the pumping ports are arranged at intervals, and each pumping port is provided with one interface piece.
Furthermore, the inside steam passageway that communicates each other is equipped with respectively of top template, side form board and die block board, be equipped with the insulation material layer on the outer wall of top template, side form board and die block board respectively.
The utility model discloses still provide the mould group that constitutes by above-mentioned a plurality of moulds, it is a plurality of the mould sets up side by side, a side form board of two adjacent die cavity commonalities, and adjacent die cavity is exclusive or the sharing the top board.
Furthermore, the die set comprises one or more top die plates, each top die plate is provided with one or more pumping openings, the pumping openings are arranged at intervals, and each pumping opening is provided with one interface piece or interface assembly.
Furthermore, the top template comprises a plurality of top templates, the edges of two adjacent top templates are saw-tooth structures arranged at intervals, and the saw-tooth structures on two adjacent sides are mutually nested.
The utility model discloses a technological effect does: through using the utility model provides a mould or mould group, interface piece/interface subassembly of concrete pump opening department can be dismantled, is convenient for grind the inner wall of top form to the remaining concrete of concrete prefabricated component's pump opening position before the concrete solidifies, prevents to produce pump opening department and piles up and solidify unnecessary concrete, and then directly makes the smooth concrete prefabricated component of outer wall, especially in the production process of engineering stake, can guarantee that the outer wall of stake can not produce unnecessary arch in pump opening position.
Drawings
The accompanying drawings, which form a part of the embodiments of the present invention, are included to provide a further understanding of the embodiments of the present invention, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the present invention and, together with the description, serve to explain the embodiments of the present invention and not to unduly limit the embodiments of the present invention. Wherein:
fig. 1 is a cross-sectional view of a mold provided in an embodiment of the present invention;
fig. 2 is a front view of an interface provided by an embodiment of the present invention;
fig. 3 is a top view of the interface member inserted into the pump port according to the embodiment of the present invention;
fig. 4 is a schematic structural view of a mold clamping bolt assembly provided in an embodiment of the present invention;
fig. 5 is a cross-sectional view of a mold set according to an embodiment of the present invention;
fig. 6 is a schematic structural diagram of a top template according to an embodiment of the present invention;
fig. 7 is a top view of a mold set equipped with a top mold plate according to an embodiment of the present invention;
fig. 8 is a schematic structural diagram of a bamboo joint pile manufactured by the mold according to the embodiment of the present invention.
Reference numerals:
1. the device comprises a top template, 11, a connector, 111, an upper clamping half block, 112, a lower clamping half pipe, 12, a pump material port, B and the inner wall of the top template;
2. a side template 3, a bottom template 4 and a die cavity;
5. a steam channel 6 and a heat insulation material layer;
7. a die set 71, a clamping bolt assembly;
8. a concrete precast pile.
Detailed Description
The embodiments of the present invention will be described in detail below with reference to the accompanying drawings. Each example is provided by way of explanation of embodiments of the invention and not limitation of embodiments of the invention. Indeed, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments of the invention without departing from the scope or spirit of the embodiments of the invention. For instance, features illustrated or described as part of one embodiment, can be used with another embodiment to yield a still further embodiment. It is therefore intended that the present embodiments encompass such modifications and variations as fall within the scope of the appended claims and equivalents thereof.
In the embodiment of the present invention, the term "more" is 3 or more than 3, and "more" or "less" or "within" or "up" includes the number, and "more" does not include the number, and the following does not indicate separately.
As shown in fig. 1, an embodiment of the present invention provides a structure of a precast concrete pile mold. The mold is in a long strip shape and comprises a bottom mold, a cover plate and the like, wherein the shapes of inner cavities of the bottom mold and the cover plate are matched with the shape of a pile of a precast concrete pile, so that a mold cavity 4 is formed after the bottom mold and the cover plate are assembled. It will be readily understood that for the purpose of mold separation/closing, the mold cavity 4 should be provided with a draft angle and mold separation/closing surfaces, depending on the shape of the pile. And meanwhile, correspondingly, mould splitting/closing parts are respectively arranged on the bottom mould and the cover plate, mould closing components are arranged on the mould splitting/closing parts of the bottom mould and the cover plate, and after the mould closing components close the bottom mould and the cover plate, a mould cavity for loading the reinforcement cage and filling concrete materials is formed.
In this embodiment, the pumping ports are disposed at the top of the cover plate, and the number of the pumping ports may be one, two, three or more, and is specifically determined according to the specification of the pile body. Each of which matches a corresponding interface piece 11, whereby the pump tube of an external pumping device can be connected in order to pump the flowable concrete material into the mould cavity. The fluid concrete has higher slump, can be transported and poured along a conveying pipeline under the pushing of a concrete pump, is easy to tamp and form, and can be convenient to useConcrete material is pumped to and from the mould by external pumping equipment. For further details of the flowable concrete, reference is made to the literature, for examplehttp://www.doc88.com/p-9068632338892.htmlAnd will not be described herein.
During production, after the pump material opening at the top of the mould is connected with the pump pipe in place through the interface piece 11, the flowable concrete material can be directly pumped. Because these concrete materials have very strong fluidity, the whole die cavity can be easily filled with the concrete materials, the pile body can have better compactness and flatness only by simply controlling the consumption of the concrete, the end surface of the pile body is smoother, and the pile splicing is convenient. When the pump pipe is removed, the fluid concrete materials are filled in the original position of the pump pipe, so that the pump material opening cannot be lack of concrete bodies, the residual concrete materials are less, and the treatment such as trowelling can be easily carried out. The material pumping mode is helpful for ensuring good product appearance and improving the quality of the concrete precast pile product. In addition, the processes of pipe sinking, vibration and pipe drawing do not need to be strictly controlled as in the prior art during the operation of pumping materials, and the operation is simpler and more convenient.
The utility model discloses the mould can come the mobile concrete material of pump sending through the pump discharge gate at top, can conveniently take shape multiple shape pile body. Without loss of generality, the concrete structure of the mold is further described below by taking a square pile as an example.
The mold shown in fig. 1 is used for molding square piles, and may be square piles with equal cross sections or square piles with variable cross sections, wherein grooves or protrusions may be arranged on the wall surface of the mold cavity when manufacturing square piles with variable cross sections, or spacers may be additionally arranged on the wall surface of the mold cavity to realize variable cross section molding. The bottom die of the square pile die is of an open square groove structure and is fixedly connected or integrally formed by the side die plate 2, the bottom die plate 3 and the like. The cover plate is of a generally flat plate structure and is formed by a top template 1 and the like. In order to facilitate die assembly, the matched parts of the top template 1 and the side template 2 are correspondingly provided with die assembly parts, and when the die assembly parts of the top template 1 are arranged on the die assembly parts of the side templates 2, die assembly can be further carried out through corresponding die assembly components (such as die assembly bolts and the like). The mold is further described below.
The utility model discloses in an embodiment, the mould is provided with top form 1, side form 2 and die block board 3, wherein top form 1, die block board 3 respectively with 2 fixed connection of side form in order to form die cavity 4, be equipped with the pump connection mouth that is used for pumping the concrete in 4 to the die cavity on the top form, pump connection mouth position disposes interface piece 11, place in the pump connection mouth in interface piece 11's the one end, and with form between the top form 1 and can dismantle the connection, make can conveniently follow pump connection mouth department and stretch into the instrument and clear up the remaining concrete after removing the pipe. Here, the inner end face of the interface member 11 is generally flush with the inner wall B of the top die plate (i.e., at the position shown as B in fig. 1), so that the shape of the pile at the pump port is not affected.
Specifically, the interface member 11 is a cylindrical hollow structure to communicate the interface member 11 with the pump pipe and the mold cavity, so that the concrete material can be conveyed to the pump opening 12 to fill the entire mold cavity 4. As a pipe fitting, one end of the interface piece 11 connected with the top template 1 can be directly inserted into the pumping hole 12 and clamped or screwed with the top template 1, while the other end is connected with an external pumping pipe through a locking component, and after the interface piece 11 is fixed with the pumping hole on the top template 1 and is reliably butted with the end part of the pumping pipe, pumping equipment can be started to pump concrete into the die cavity 4.
In order to realize the detachable installation of the interface piece 11, the interface piece 11 can be clamped or screwed with one end of the top template 1 and the top template 1, the connection between the interface piece 11 and the mold is conveniently realized, the integral structure of the mold cannot be influenced, and other connection modes which can facilitate the detachment of the interface piece 11 can be selected. The locking component of the interface member 11 connected with the pump pipe can be a hoop, a clamping block and the like, which is convenient for fastening and dismounting, and of course, can also be other fastening structures. Because the interface member 11 is detachably connected with the top template 1, after all the interface members 11 or parts of the interface members 11 are disassembled, the residual concrete at the interface members 11 can be cleaned in time, and useless bulges generated on the outer wall of the precast pile in the mould after solidification forming are avoided.
The utility model discloses precast concrete pile mould is bulky, and its interface member 11 also often is great, and can use the great metal material of weight (for example stainless steel material) preparation usually, if dismantle whole metal interface member 11 harder. In order to facilitate the detachment of the interface member 11, the interface member 11 may be provided as a separate structure, so that the detachment is relatively easy.
As shown in fig. 2, is a front view of the mouthpiece 11. The interface 11 includes a two-part structure, the lower part is an interface main body part 112 for connecting the pump port, and the upper part is an interface locking part 111 for connecting the interface main body part and the end head of the pump pipe. The interface main body 112 of the lower half portion may be a pipe, one end of the interface main body connected to the pumping port 12 of the top die plate 1 may be a clamping portion or a screw portion, and the other end of the interface main body may be a T-shaped portion to be connected to a pumping pipe; the interface locking part 111 of the upper half part can be an anchor ear connected with an external pump pipe, and can also be a clamping block clamped with the external pump pipe.
The embodiment of the utility model provides an in an implementation, interface main part 112 is the cavity pipe fitting, and its upper end both sides have outstanding flanging for the whole T shape structure that becomes of interface main part. Accordingly, the tip portion of the pump tube may be provided in a T-shaped configuration (the pump tube is not shown). The two parts are mutually opposite and attached, wherein the interface main body part of the interface piece 11 is arranged in a T shape, and the end part of the pump pipe is arranged in a T shape, so that the interface main body part of the interface piece 11 and the end part of the pump pipe are firmly and integrally connected through a hoop or a blocking block. The concrete structure of the hoop or the clamping block can be manufactured by self according to the prior art documents, and corresponding products can be directly purchased from the market. Of course, the upper and lower parts of the interface member 11 may also adopt other structures, and the connection mode between the interface member and the pump port and the end of the pump pipe may also be flexibly selected, which is not described in detail.
In order to further facilitate the detachment of the interface member 11, the interface locking portion 111 and the interface main body portion 112 in the embodiment of the present invention may be further respectively configured as a split structure, which is further described below.
As shown in fig. 2, the interface locking portion 111 may be a hoop structure, which is composed of two or more hoop components, and after the T-shaped portion of the interface main body portion 112 and the T-shaped portion of the pump tube end are oppositely disposed in the installation cavity between the hoop components, the hoop components are locked to realize the butt joint of the interface and the pump tube 11. Generally, the hoop can be provided with a locking folding edge in a split mode, and the hoop can be butted by installing a fastening screw on the locking folding edge.
The interface main body 112 may be further provided as a separate structure. That is, the interface main body 112 is an interface unit, which is specifically composed of two portions arranged symmetrically in the longitudinal direction or a plurality of portions arranged in parallel in the longitudinal direction, and each portion can be independently detached. When the interface assembly is disassembled, only one part of two parts or multiple parts of the interface assembly needs to be disassembled, and the other part is reserved on the top formwork 1, so that a tool can be stretched into the top formwork to clean the residual concrete at the interface assembly 11, and the working efficiency is improved.
The above-mentioned interface piece 11 is comparatively convenient to dismantle, its interface main body portion 112 is the split tubular structure, interface locking portion 111 is the split staple bolt structure. During disassembly, a part of the hoop in the interface locking part 111 is disassembled, and then a part of the interface main body part 112 is disassembled, and then a tool can be stretched into the interface part to perform subsequent treatment, for example, all residual concrete at the interface part 11 is removed, and then the concrete at the position of the pump opening 12 is leveled along the inner wall B of the top formwork.
In order to ensure that the different parts comprising the interface module are stable during operation, the adjacent parts of the interface module may be arranged in a sliding and clamping manner, as further described below.
As shown in fig. 3, on two corresponding side walls of two adjacent portions of the interface main body 112, one side wall is provided with a slot, and the other corresponding side wall is provided with a strip-shaped protrusion, the slot is adapted to the protrusion, so that the two form a vertical sliding clamping connection. In operation, one half of the pipe fitting of the interface main body part 112 is fixed on the top die plate 1, and then the other half of the pipe fitting of the main body part 112 slides along the axial direction of the interface, so that the two can be vertically clamped in a sliding way, and an integral structure is formed.
Similarly, the interface locking portion 111 may be configured as a vertical snap-fit structure. The interface locking portion 111 may be two or more separate snap-fit blocks, each of which has a recess to receive the T-shaped portion of the interface body portion 112 and the T-shaped portion of the pump tube tip. On two lateral walls that adjacent two parts joint piece corresponds, be equipped with the bar draw-in groove on one of them lateral wall, be equipped with the bar arch on another lateral wall that corresponds, slide one of them joint piece along the axial direction of interface piece like this, just can conveniently realize the perpendicular slip joint of joint piece, finally can firmly dock interface main part and pump line end.
In this embodiment, the top mold plate 1, the side mold plates 2, and the bottom mold plate 3 are fixed in many ways. One of the ways is: the bottom template 3 and the side template 2 are welded, and the top template 1 and the side template 2 are fixed through a mold closing assembly. The die assembly component can be in a die assembly bolt structure, and a die assembly mounting block can be additionally arranged at the die assembly part of the side template 2, so that the die assembly bolt can be mounted more conveniently.
As shown in fig. 4, the present embodiment provides an optimized clamp assembly structure. The mold closing assembly 71 comprises a screw 711, a screw sleeve 714, a pressure spring 715, a nut 716 and the like, wherein: the top end of the screw 711 is provided with a screw head 7111 which is provided with an operation part (such as a polygonal non-circular pier head) for screwing in/out the screw, a guide surface is arranged above the operation part to facilitate the installation and disassembly tools, the bottom end of the screw 7111 is provided with external threads to be matched and screwed with the nut 716, the middle part (which can be a polished rod) of the screw 711 is provided with a screw limiting ring 7112 and a pressure spring limiting ring 7113 from top to bottom, wherein the outer diameter of the screw limiting ring 7112 is larger than the inner diameter of the screw sleeve 714, and the outer diameter of the pressure spring limiting ring 7113 is slightly smaller than the inner diameter of the screw sleeve 714 and is larger than the inner diameter of the pressure spring 715; the nut 716 is fixedly arranged at the screw rod through hole position of the side template mould closing part 2.1, and the screw rod through hole is particularly formed in the upper wall of a nut mounting cavity on the side template mould closing part 2.1; the screw sleeve 714 is arranged at a screw through hole position above the top template mold closing part 1.1, and the screw through hole position is aligned with the screw through hole position on the side template mold closing part 2.1; the pressure spring 715 is arranged in the screw sleeve 714 and is positioned at the bottom of the screw sleeve 714, and two ends of the pressure spring are respectively abutted against the top template die closing part 1.1 and a pressure spring limiting ring 7113 on the screw 711; the screw 7111 passes through the screw sleeve 714, the compression spring 715 and the workpiece (here, the top template mold closing part 1.1 and the side template mold closing part 2.1) in sequence and then is screwed with the nut 716, so that the top template 1 and the side template 2 are locked and closed, the screw 711 and the nut 716 are not easy to loosen, and the reliability is high.
As shown in fig. 4, the screw housing 714 may be optionally provided with a screw positioning sleeve 712, the inner diameter of the top of the screw positioning sleeve is slightly larger than the inner diameter of the screw 711 and smaller than the outer diameter of the screw retaining ring 7112, and an assembling portion (the inner diameter is larger than the inner diameter of the top of the screw positioning sleeve) of the screw housing 7 is arranged below the inner cavity of the screw positioning sleeve 712, so that the screw positioning sleeve 712 can be reversely buckled on the screw housing 714. The screw positioning sleeve 712 may be a separate structure, and the two assembled are turned over at the top end of the screw sleeve 714, and then the two may be further integrated by a screw sleeve bolt 713 (only a pin hole is labeled in fig. 4). After the screw sleeve 714 and the screw positioning sleeve 712 are assembled, the screw sleeve is sleeved on the screw 711, and the screw sleeve can be in limited fit with the screw 711 through the screw limiting ring 7112. In the combined structure of the screw sleeve 714 and the screw positioning sleeve 712, the inner diameters of the screw sleeve 714 and the screw positioning sleeve 712 are slightly larger than the inner diameter of the screw limiting ring 7112, and when the screw 711 passes through, small gaps are formed among the screw limiting ring 7112, the screw sleeve 714 and the screw positioning sleeve 712, so that the normal passing of the screw 711 can be ensured, and the coaxiality of the screw 711 and the screw sleeve 714 can be ensured. The primary wear in this configuration is the screw retaining sleeve 712, which is less costly than the overall replacement of the screw sleeve 714 when worn.
As shown in fig. 4, the bottom end of the screw 711 is provided with a guide surface for smoothly fitting into and passing through a through hole of the relevant component. The nut 716 is further provided with a nut sleeve 717, the nut 716 is arranged in the nut sleeve 717, and a nut bolt 718 (only a pin hole is marked in fig. 4) can be further arranged between the nut and the nut sleeve 717 for limiting, so that the nut and the bolt can be assembled into a whole. The nut 716 is assembled with the nut sleeve 717 and fixed to the upper wall of the nut mounting cavity of the sideform formwork section 2.1. In particular, the wall between the nut 716 and the nut sleeve 717 may be a non-circular fit, which may limit circumferential rotation of the nut 716. The nut 716 and the nut sleeve 717 combined structure facilitates reliably fixing the nut 716 on the side template mould closing part 2.1, and can effectively prevent the nut 716 from loosening and falling off.
The above mold may be optimized according to factors such as the specification and shape of the concrete precast pile, which will be described in detail.
For example, one or more pumping ports 12 may be optionally provided in the top mold plate 1, depending on the particular size of the mold. When the mold cavity 4 is large, a plurality of pumping ports 12 are preferably arranged on the top mold plate 1, the pumping ports 12 are uniformly arranged at intervals, and each pumping port 12 is provided with a connector 11. When concrete is injected into the die cavity 4, materials can be simultaneously injected through the plurality of pump ports 12 so as to improve the operation efficiency; meanwhile, the pump ports 12 arranged at even intervals can promote the concrete entering the die cavity 4 to be evenly distributed, so that the concrete in the die cavity 4 is not accumulated to form an interval cavity, and the forming of the concrete precast pile is finally influenced.
For another example, the top form 1, the side form 2 and the bottom form 3 of the mold may be respectively provided with steam channels 5 communicated with each other, and the outer walls thereof may be respectively provided with a thermal insulation material layer (e.g., a foam board) 6. After the concrete is injected, the mould can stand still in situ to be cured and formed, and the concrete precast pile can be directly cured through the mould without integrally transporting the mould into a curing pool, so that the process intensity is favorably reduced, and the process efficiency is improved.
The embodiment of the utility model provides a still provide a mould group 7 that comprises above-mentioned a plurality of moulds, its basic structure is: the molds are arranged in parallel, two adjacent mold cavities share the side wall of a bottom mold, and each mold is independently provided with a cover plate, or at least part of the adjacent molds share a cover plate. When the cover plate comprises a plurality of cover plates, the edges of two adjacent cover plates are saw-tooth structures arranged at intervals, and the saw-tooth structures on two adjacent sides are mutually nested. The structure of the mold set is further described below with reference to the accompanying drawings.
As shown in fig. 5, the die set 7 is formed by arranging a plurality of dies in parallel, one side die plate 2 is shared between two adjacent dies, and two adjacent die cavities 4 are fixed by a die assembly 71, so that the stability of the whole die set 7 is ensured. The die set 7 can increase the number of the die cavities 4 and improve the efficiency of the manufacturing process; meanwhile, compared with a plurality of single molds, the manufacture of a plurality of side mold plates 2 is saved after the middle adjacent side mold plates are shared, so that the process cost is saved.
The die set 7 may include one top die plate 1 or a plurality of top die plates 1, and each top die plate 1 is provided with one or more pumping ports 12. If a plurality of pump ports 12 are arranged, the pump ports are uniformly arranged at intervals, and each pump port 12 is provided with one interface piece 11, so that concrete can be injected into a plurality of die cavities 4 of the die set through the pump ports 12 at the same time, and the working efficiency is improved.
A plurality of mold cavities 41 of the mold set of this embodiment can share one large-sized top mold plate 1, which facilitates uniform arrangement of auxiliary components such as steam channels and heat insulating material layers. However, the top die plate 1 as a whole is large in size and relatively difficult to move, and particularly, when the die set 7 includes a plurality of die cavities 4 sharing one top die plate 1, much inconvenience is caused in the actual operation. Therefore, for manufacturing a large pile body, a split roof formwork structure is often adopted.
The utility model discloses in an embodiment of the embodiment, the cooperation of mould group 7 sets up a plurality of cope match-plates 1, and at this moment, two adjacent cope match-plates 1 set up side by side. The common top template 1 is usually a rectangular block-shaped structure, the width and the length of the common top template are usually respectively larger than those of the die cavity 4, so that the side edges of the top template 1 are supported by side templates, the side templates are required to have larger thickness, and the die set further occupies a relatively larger operation space and area. For this reason, the structure of the top template 1 is optimized in the present embodiment, which is further described below.
As shown in fig. 6, a schematic view of a plurality of top formworks 1 arranged adjacently in parallel is shown. As shown in fig. 6, the edges of two adjacent top forms 1 are zigzag structures arranged at intervals, and the zigzag structures on two adjacent sides are nested with each other, that is, the zigzag of one side edge of one top form 1 can be inserted into the gap between the zigzag structures of the adjacent edge of the other top form 1, so that the two protruding edge portions of the two top forms 1 are combined into one protruding edge, and the two top forms can be supported by using narrower side forms, thereby saving the working space and area of the side forms on the middle portion, and facilitating the movement of each top form 1 with relatively small blocks.
The embodiment of the utility model provides an in, the zigzag structure at 1 edge of top board can set up to square sawtooth or triangle-shaped sawtooth. In order to facilitate the uncovering movement of the top template 1, the width of the gap between adjacent sawteeth is slightly larger than the width of the sawteeth, and the widths of the two sides of the gap are usually respectively 5mm-10mm larger than the width of the sawteeth structure.
As shown in fig. 7, which is a top view of the above-mentioned mold set 7, two adjacent mold cavities 4 share one sideform 2, a top mold plate 1 is respectively disposed on a plurality of adjacent mold cavities 4, the edges of the adjacent top mold plates 1 are both of a zigzag structure, and the adjacent zigzag edges of the adjacent two top mold plates 1 are respectively nested into the zigzag gaps of each other, thereby forming a nested structure, so that the narrower sideform can support the nested adjacent top mold plates 1, thereby saving the working space of the sideform 2.
In the above-mentioned mold set 7, the steam passage and the heat insulating material layer can be arranged for curing in the same manner as in the single mold described above. It will be appreciated that, because two adjacent mould cavities 4 share a sideform 2, the entire mould set need only be provided with a layer of insulating material on the peripheral sideform 2, rather than on each sideform 2, which is advantageous in terms of cost savings.
The mould or the mould group can be used for pump material type pile making, and the main procedures are as follows: the corresponding pump material openings in a pump pipe mould or a mould set of the pumping equipment are connected reliably through the interface piece; after the connection is in place, starting pumping equipment to pump the flowable concrete material into the mold cavity until the mold cavity is full of the material; then removing the pump pipe, and treating the residual concrete material at the pump material port in a smoothing mode and the like; and then standing and maintaining until the concrete material in the die cavity is solidified and molded to obtain the concrete precast pile, and demoulding to finally obtain a finished product of the concrete precast pile. The following further describes a method for manufacturing a concrete precast pile.
The embodiment of the utility model provides a still provide the method of utilizing above-mentioned mould or mould group 7 preparation concrete precast pile, specifically include following step:
pumping concrete into the mould cavity 4 of the mould through the interface 11 using a pump tube;
after the pumping is finished, the pump pipe and the interface piece 11 are removed in sequence, and concrete at the joint of the interface piece 11 and the top formwork 1 is leveled along the inner wall of the top formwork 1; and standing until the concrete precast pile in the die cavity 4 is solidified and formed.
When the interface member 11 is an interface component, when the interface component is composed of two or more parts which are longitudinally and symmetrically arranged, after concrete is pumped in, one part of the pump pipe and the interface component is sequentially detached, the concrete at the position of the pump material inlet and the concrete in the other parts of the interface component are removed through the part, the concrete at the joint of the interface component and the top formwork 1 is leveled along the inner wall B of the top formwork, and then the interface component is stood to be solidified and molded by the concrete precast pile in the die cavity 4.
When the mould is simultaneously provided with a steam curing structure, steam can be introduced into the steam channel 5 in the standing process to cure the concrete precast pile in the mould or the mould set 7. When the steam curing structure is not arranged on the single mold, the single mold can be transported to a steam curing pool for curing after the concrete pumping is finished. Referring to fig. 8, for according to the utility model provides a concrete precast pile 8's of mould or mould group preparation appearance sketch map, this concrete precast pile 8 is a bamboo joint stake, and its outer wall is comparatively smooth, does not have quality defects such as arch, pit, and the product grade is higher.
It can be understood that, when the bamboo joint pile is manufactured, the bamboo joint structure is formed by laying cushion blocks at intervals on the bottom and the side wall of the mold cavity 4 or forming grooves at intervals on the inner wall of the mold cavity 4, and then generating concave-convex structures at intervals on the side wall of the formed pile. Because the bamboo joint position is higher than other pile face parts, if set up pumping port 12 in the corresponding bamboo joint shaping position on the mould, then more easily when removing the pump line with the remaining concrete material in pumping port 12 position trowel.
The embodiment of the utility model provides a mould and mould group and preparation are particularly useful for making various precast concrete piles 8. Meanwhile, concrete precast pile members with other structural shapes can be manufactured according to actual needs, and the mold cavity is specifically designed according to the product shape at the moment, so that the detailed description is omitted.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes may be made to the embodiment of the present invention for those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the embodiments of the present invention should be included in the protection scope of the embodiments of the present invention.

Claims (10)

1. The utility model provides a mould is used in precast concrete component preparation, the mould includes top form board, side form board and die block board, the top form board the die block board respectively with side form board fixed connection forms the die cavity, a serial communication port, be equipped with on the top form board be used for to pump the pump mouth of concrete in the die cavity, pump mouth position disposes interface piece, interface piece with form between the top form board and to dismantle the connection.
2. The mold of claim 1 wherein said interface member has an end that is recessed within said pump port and removably secured to said top platen and an inner end surface that is flush with an inner wall of said top platen.
3. The mold according to claim 2, wherein the interface member is a cylindrical hollow structure, one end of the interface member is provided with a clamping member for fixedly connecting with an external pump pipe, and the other end of the interface member is inserted into the pump port of the top mold plate and communicated with the mold cavity.
4. The mold according to claim 1, wherein the interface member is an interface assembly, and the interface assembly is composed of two parts arranged longitudinally symmetrically or composed of a plurality of parts arranged longitudinally side by side, and each part is independently detachable.
5. The mold according to claim 4, wherein the interface module is provided with two corresponding side walls of two adjacent portions, one of the side walls is provided with a strip-shaped slot, and the other corresponding side wall is provided with a strip-shaped protrusion, and the two are vertically slidably clamped.
6. The mold according to claim 1, wherein the interface member comprises an upper split structure and a lower split structure, wherein the lower half part is an interface main body part for connecting the pumping port, and the upper half part is an interface locking part for connecting the interface main body part and the end part of the pumping pipe.
7. The mold of claim 1, wherein said top mold plate has one or more said pumping openings spaced apart from one another, and wherein each said pumping opening has an associated said interface member.
8. The mold according to any one of claims 1 to 7, wherein the top mold plate, the side mold plates and the bottom mold plate are respectively provided with steam channels communicated with each other inside, and the outer walls of the top mold plate, the side mold plates and the bottom mold plate are respectively provided with a heat insulation material layer.
9. A mould set comprising a plurality of moulds according to any one of claims 1 to 8, a plurality of said moulds being juxtaposed, adjacent mould cavities sharing a sideform, adjacent mould cavities sharing said sideform, and adjacent mould cavities sharing said top form alone or in common.
10. The die set of claim 9, wherein said top die plate includes a plurality of top die plates, the edges of two adjacent top die plates are spaced saw-tooth structures, and the saw-tooth structures on two adjacent sides are nested with each other.
CN201920404806.5U 2019-03-28 2019-03-28 Mould and mould group for manufacturing concrete prefabricated part Active CN210190081U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920404806.5U CN210190081U (en) 2019-03-28 2019-03-28 Mould and mould group for manufacturing concrete prefabricated part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920404806.5U CN210190081U (en) 2019-03-28 2019-03-28 Mould and mould group for manufacturing concrete prefabricated part

Publications (1)

Publication Number Publication Date
CN210190081U true CN210190081U (en) 2020-03-27

Family

ID=69877288

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920404806.5U Active CN210190081U (en) 2019-03-28 2019-03-28 Mould and mould group for manufacturing concrete prefabricated part

Country Status (1)

Country Link
CN (1) CN210190081U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111645185A (en) * 2020-06-12 2020-09-11 杜书影 Manufacturing process of prefabricated wallboard of assembly type building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111645185A (en) * 2020-06-12 2020-09-11 杜书影 Manufacturing process of prefabricated wallboard of assembly type building
CN111645185B (en) * 2020-06-12 2021-05-14 山东连云山建筑科技有限公司 Manufacturing process of prefabricated wallboard of assembly type building

Similar Documents

Publication Publication Date Title
CN106965313B (en) Reverse-beating forming device and method for concrete external wall panel
KR101586858B1 (en) Method for constructing slab and girder of concrete building
CN112297198B (en) Mould for prefabricating cover beam
CN102581939A (en) Prefabricated reinforced concrete hollow template internally provided with cross holes and molding and forming device thereof
CN108818894A (en) A kind of precast stair mold
CN210190081U (en) Mould and mould group for manufacturing concrete prefabricated part
CN111745777A (en) Concrete precast pile mould, mould set and manufacturing method
CN110984562A (en) Double-shear wall long and narrow deformation joint and construction method
TW202001082A (en) Casting mold for an annular concrete module, method for producing a concrete module with the casting mold and assembly system for producing a floating foundation of a floating wind turbine consisting of the concrete modules
CN215907389U (en) A template structure for clear water concrete construction
KR101641336B1 (en) Coner clamp of concrete mold
CN105538488A (en) Pipe gallery box culvert pouring mould
CN204772928U (en) Cement flower bucket is pour and is used centre form
CN212077629U (en) Mold device for forming overhanging reinforced concrete surface
CN102303351B (en) Method for manufacturing once pouring-molded T-shaped beam
CN204960306U (en) Square column steel form with adjustable
KR102615967B1 (en) Manufacturing method and manufacturing device of concrete piles
CN211369518U (en) Forming die of assembled wall body
CN210910473U (en) Prevent edge leakage and pour template
CN212836678U (en) Pouring mold for pouring post-cast strip of energy-saving building
CN217195971U (en) A plugging device for prefabricated component side forms opening
CN214110800U (en) Concrete test block forming die
CN213418492U (en) Building templates reinforcing apparatus
CN217072769U (en) Forming die of hard shoulder
CN219387178U (en) Alloy template for one-step molding of stair tread and water dripping line

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant