CN206796130U - A kind of concrete mold with reserving hole - Google Patents
A kind of concrete mold with reserving hole Download PDFInfo
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- CN206796130U CN206796130U CN201720725252.XU CN201720725252U CN206796130U CN 206796130 U CN206796130 U CN 206796130U CN 201720725252 U CN201720725252 U CN 201720725252U CN 206796130 U CN206796130 U CN 206796130U
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- 229910000754 Wrought iron Inorganic materials 0.000 claims 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 24
- 239000010959 steel Substances 0.000 abstract description 24
- 238000010586 diagram Methods 0.000 description 6
- 238000012360 testing method Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
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Abstract
本实用新型公开了一种带有预留孔洞的混凝土模具,包括模具底板、四块侧板、钢棒、固定连接块等部分,其中,底板和四块侧板为模具的基础部分,其上开有螺栓孔和不同直径的预留孔,进行定位和连接;底板与侧板间通过螺栓相互连接固定,以连成一个整体;钢棒从左侧板上的大孔内穿过,另一端穿过右侧板上的小孔内,将连接固定块卡入连接固定块的凹槽内,取两根普通螺栓穿过连接固定块上的细孔,拧紧于左侧板上的螺栓孔内,将钢棒与侧板相互固定。
The utility model discloses a concrete mold with reserved holes, which comprises a mold bottom plate, four side plates, a steel rod, a fixed connection block and the like, wherein the bottom plate and the four side plates are the basic parts of the mold, on which There are bolt holes and reserved holes of different diameters for positioning and connection; the bottom plate and the side plate are connected and fixed by bolts to form a whole; the steel rod passes through the large hole on the left plate, and the other end Pass through the small hole on the right side plate, snap the connecting and fixing block into the groove of the connecting and fixing block, take two ordinary bolts through the small holes on the connecting and fixing block, and tighten them into the bolt holes on the left side plate , fix the steel bar and the side plate to each other.
Description
技术领域technical field
本实用新型涉及混凝土技术领域,尤其涉及一种混凝土模具。The utility model relates to the technical field of concrete, in particular to a concrete mold.
背景技术Background technique
在现如今建筑行业的各个领域内,混凝土的应用范围越来越广,针对混凝土和使用混凝土的相关试验研究也越来越多,同时混凝土的制作模具也得到了相应的发展。混凝土模具,是根据特定需求按照特定尺寸规格来专门定制的混凝土成品的模具,主要适用于混凝土的浇灌成型。而现如今对需要预留孔洞的混凝土的试块需求增多,像植筋加固技术需要预留植筋孔,锚杆加固试验需要预留注浆孔等。但在混凝土浇筑振捣时时预留孔洞的位置容易发生偏斜、错位;且使用塑料管或钢管预留孔洞拆模时不易拆除,需要使用钻机或者其他工具进行强力破除,在破除过程中极易导致混凝土试样的破碎,使得浇注出的试样作废,费时费力。因此设计出一种能够避免以上问题的预留孔洞混凝土模具很有必要。In various fields of the construction industry today, the application range of concrete is becoming wider and wider, and there are more and more related experimental researches on concrete and the use of concrete. At the same time, the molds for concrete production have also been developed accordingly. Concrete molds are molds for finished concrete products that are customized according to specific requirements and specifications, and are mainly suitable for concrete pouring and molding. Nowadays, there is an increasing demand for concrete test blocks that need to reserve holes, such as rebar reinforcement technology that needs to reserve rebar holes, and anchor reinforcement tests that need to reserve grouting holes. However, when the concrete is poured and vibrated, the positions of the reserved holes are prone to deflection and misalignment; and it is not easy to remove the reserved holes when using plastic pipes or steel pipes, and it is necessary to use a drill or other tools for strong removal, which is very easy to remove during the removal process. It leads to the breakage of the concrete sample, which makes the poured sample invalid, which is time-consuming and labor-intensive. Therefore it is necessary to design a concrete mold with reserved holes that can avoid the above problems.
实用新型内容Utility model content
本实用新型为了解决上述问题,提供一种带有预留孔洞的混凝土模具,能保证浇筑后充分震捣,预留孔洞位置不会发生偏斜,并且预留孔洞处的模具拆除方便,省时省力,所得混凝土试件完整性好质量高。In order to solve the above problems, the utility model provides a concrete mold with reserved holes, which can ensure sufficient vibration after pouring, the position of the reserved holes will not be deflected, and the mold at the reserved holes is easy to remove, saving time Labor saving, the obtained concrete specimen has good integrity and high quality.
为了实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
一种带有预留孔洞的混凝土模具,包括模具底板、后侧板、前侧板、右侧板和左侧板构成的顶部敞口的矩形模具;且沿着矩形模具的长度方向设有一个穿过左侧板和右侧板的钢棒;钢棒的两端通过固定连接块固定。A concrete mold with reserved holes, comprising a rectangular mold with an open top formed by a mold bottom plate, a rear side plate, a front side plate, a right side plate and a left side plate; and a Steel rods passing through the left and right side panels; both ends of the steel rods are secured by fixed connecting blocks.
进一步的,所述的前、后两块侧板上开有凹槽,所述的凹槽能用于固定左右两块侧板。Further, grooves are formed on the front and rear side panels, and the grooves can be used to fix the left and right side panels.
进一步的,所述的左、右两块侧板的外侧安装有连接前、后侧板的螺栓;通过四根螺栓相互连接固定。Further, bolts connecting the front and rear side plates are installed on the outer sides of the left and right side plates; they are connected and fixed by four bolts.
进一步的,所述的螺栓包括四个,左侧安装两个,右侧安装两个;且位于同一侧的两个螺栓上下安装。Further, the bolts include four, two on the left side and two on the right side; and the two bolts on the same side are installed up and down.
进一步的,位于下侧的螺栓上还安装有一个竖直向下的螺栓;Further, a vertically downward bolt is installed on the bolt on the lower side;
进一步的,所述左、右侧边板开有不同的孔洞,用于固定钢棒;Further, the left and right side panels are provided with different holes for fixing steel rods;
进一步的,所述的右侧板上的孔洞根据预留孔洞的实际需要进行选取。Further, the holes on the right side plate are selected according to the actual needs of reserved holes.
进一步的,所述的钢棒的一端带有凹槽,固定连接块卡进凹槽内通过螺栓与左侧板或者右侧板固定。Further, one end of the steel rod has a groove, and the fixed connection block is inserted into the groove and fixed to the left side plate or the right side plate by bolts.
进一步的,所述的带有预留孔洞的混凝土模具,其钢棒的直径可以根据预留孔洞的实际需要进行选取。Further, in the concrete mold with reserved holes, the diameter of the steel rod can be selected according to the actual needs of the reserved holes.
进一步的,所述的带有预留孔洞的混凝土模具,其右侧板上可以根据预留孔洞的实际需要进行选取。Further, the right side plate of the concrete mold with reserved holes can be selected according to the actual needs of the reserved holes.
进一步的,所述的带有预留孔洞的混凝土模具,其预留孔洞的直径等于钢棒的直径。Further, in the concrete mold with reserved holes, the diameter of the reserved holes is equal to the diameter of the steel rod.
与现有技术相比,本实用新型的有益效果为:Compared with the prior art, the beneficial effects of the utility model are:
模具的整体性较好,易于拆装,能够充分振捣,所预留孔洞不易偏斜,且拆除预留孔洞处的模具时不需费力,省时省工,加快混凝土试块的浇筑。The integrity of the mold is good, easy to disassemble and assemble, can be fully vibrated, the reserved hole is not easy to deflect, and it does not need to be laborious when removing the mold at the reserved hole, saving time and labor, and speeding up the pouring of concrete test blocks.
附图说明Description of drawings
构成本申请的一部分的说明书附图用来提供对本申请的进一步理解,本申请的示意性实施例及其说明用于解释本申请,并不构成对本申请的不当限定。The accompanying drawings constituting a part of the present application are used to provide further understanding of the present application, and the schematic embodiments and descriptions of the present application are used to explain the present application, and do not constitute improper limitations to the present application.
图1为本实用新型的整体结构示意图;Fig. 1 is the overall structural representation of the utility model;
图2为本实用新型的底板结构示意图;Fig. 2 is a schematic view of the base plate structure of the present utility model;
图3为本实用新型的前后侧板结构示意图;Fig. 3 is the schematic diagram of the structure of the front and rear side plates of the utility model;
图4为本实用新型的左侧板结构示意图;Fig. 4 is the structural schematic diagram of the left side plate of the present utility model;
图5为本实用新型的右侧板结构示意图;Fig. 5 is a structural schematic diagram of the right side panel of the present utility model;
图6为本实用新型的钢棒结构示意图;Fig. 6 is the steel bar structure schematic diagram of the present utility model;
图7为本实用新型的固定连接块结构示意图;Fig. 7 is the structural representation of the fixed connection block of the present utility model;
图8为本实用新型的螺栓结构示意图;Fig. 8 is a schematic diagram of the bolt structure of the present utility model;
图9为本实用新型的带孔螺栓结构示意图;Fig. 9 is a structural schematic diagram of the bolt with holes of the present invention;
其中,1、模具底板;2、后侧板;3、前侧板;4、右侧板;5、左侧板;6、普通螺栓;7、带孔螺栓;8、钢棒;9、固定连接块。Among them, 1. Mold bottom plate; 2. Rear side plate; 3. Front side plate; 4. Right side plate; 5. Left side plate; 6. Ordinary bolts; 7. Bolts with holes; Connector.
具体实施方式detailed description
下面结合附图与具体实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is further described.
如图1-9所示,该装置为带有预留孔洞的混凝土模具,包括模具底板1、后侧板2、前侧板3、右侧板4、左侧板5、普通螺栓6、带孔螺栓7、钢棒8、固定连接块9等部分。As shown in Figure 1-9, the device is a concrete mold with reserved holes, including mold bottom plate 1, rear side plate 2, front side plate 3, right side plate 4, left side plate 5, ordinary bolts 6, belt Hole bolts 7, steel rods 8, fixed connection blocks 9 and other parts.
所述模具前后侧板2、3通过普通螺栓6和带孔螺栓7相互连接,其中两根普通螺栓6位于后侧板3的上部,两根带孔螺栓7位于后侧板3的下部,前后侧板2、3上开有对称凹槽,右侧板3和左侧板4正好卡与凹槽内,从而将四块侧板来固定为一个整体。The front and rear side plates 2 and 3 of the mold are connected to each other by ordinary bolts 6 and bolts with holes 7, wherein two ordinary bolts 6 are located at the top of the rear side plate 3, and two bolts with holes 7 are located at the bottom of the rear side plate 3, front and rear There are symmetrical grooves on the side plates 2 and 3, and the right side plate 3 and the left side plate 4 are just stuck in the grooves, thereby fixing the four side plates as a whole.
所述模具的底板1通过普通螺栓6与四块侧板连接固定。普通螺栓6穿过带孔螺栓7,其另一端拧紧于底板上螺栓孔内,从而将模具1底板与四块侧板固定。The bottom plate 1 of the mold is connected and fixed with four side plates by ordinary bolts 6 . Ordinary bolt 6 passes through bolt 7 with holes, and its other end is tightened in the bolt hole on the base plate, thereby mold 1 base plate and four side plates are fixed.
所述模具的钢棒8的较细一端穿过右侧板上的小孔,带有凹槽的另一端穿过左侧板上的开孔,固定连接块9刚好可以卡进凹槽,之后使用两根普通螺栓6将固定连接块9与左侧板5连接,螺栓6穿过固定连接块8的细孔,连接于左侧板5上的螺栓孔内。钢棒8与侧板之间相互固定,在浇筑振捣时不会发生移位等现象,保证所得试样的质量。待混凝土硬化后,拧开普通螺栓6,取下固定连接块8,在不拆开底板和侧板的条件下将钢棒8取出。The thinner end of the steel rod 8 of the mold passes through the small hole on the right side plate, and the other end with the groove passes through the opening on the left side plate, and the fixed connection block 9 can just snap into the groove, and then Use two ordinary bolts 6 to connect the fixed connection block 9 with the left side plate 5, and the bolts 6 pass through the thin holes of the fixed connection block 8 and are connected in the bolt holes on the left side plate 5. The steel rod 8 and the side plate are fixed to each other, and no displacement or the like occurs during pouring and vibration, so as to ensure the quality of the obtained sample. After the concrete is hardened, unscrew the ordinary bolt 6, remove the fixed connection block 8, and take out the steel bar 8 without disassembling the bottom plate and side plate.
所述模具的钢棒8与左侧板5配套使用,根据实际需求要预留不同直径孔洞时,可更换不同尺寸的钢棒和左侧板,从而得到不同直径预留孔洞的混凝土试样。The steel rod 8 of the mold is used in conjunction with the left side plate 5. When holes of different diameters are to be reserved according to actual needs, the steel rods and the left side plate of different sizes can be replaced to obtain concrete samples with holes of different diameters.
实施例Example
假定预留孔洞的直径要求为6cm,根据该要求选用直径为6cm的钢棒和开有6cm直径孔洞的左侧板。Assuming that the diameter of the reserved hole is required to be 6cm, a steel rod with a diameter of 6cm and a left side plate with a hole of 6cm in diameter are selected according to the requirement.
将左侧板5与右侧板4卡入前侧板3和后侧板2内的凹槽内,再用普通螺栓6和带孔螺栓7将前侧板3和后侧板2固定,使四块侧板成为一个整体。再取四根普通螺栓6穿过带孔螺栓7上的孔洞拧紧于底板1上的螺栓孔内,将底板1跟四块侧板固定。Insert the left side plate 5 and the right side plate 4 into the grooves in the front side plate 3 and the rear side plate 2, and then fix the front side plate 3 and the rear side plate 2 with ordinary bolts 6 and bolts with holes 7, so that Four side panels become a whole. Get four ordinary bolts 6 again and pass through the holes on the bolts with holes 7 and be tightened in the bolt holes on the base plate 1, and the base plate 1 is fixed with the four side plates.
钢棒8从左侧板5上的大孔内穿过,另一端穿过右侧板4上的小孔内,将连接固定块9卡入钢棒8的凹槽内,取两根普通螺栓6穿过连接固定块9上的细孔,拧紧于左侧板5上的螺栓孔内,将钢棒8与侧板相互固定。The steel rod 8 passes through the large hole on the left side plate 5, and the other end passes through the small hole on the right side plate 4, inserts the connecting and fixing block 9 into the groove of the steel rod 8, and takes two ordinary bolts 6. Pass through the thin hole on the connection fixing block 9, and tighten it in the bolt hole on the left side plate 5, and fix the steel rod 8 and the side plate mutually.
在组装好的模具内部和钢棒上涂抹脱模剂。Apply mold release agent to the inside of the assembled mold and to the steel rod.
从模具的顶部向模具内浇筑混凝土,浇筑完毕后充分振捣,在完全拆模前混凝土稍干后为防止钢棒难以取出,松开固定连接块9上的螺栓6,取下固定连接块9,将钢棒8提前取出。Concrete is poured into the mold from the top of the mold, fully vibrated after the pouring is completed, and after the concrete is slightly dry before the complete removal of the formwork, in order to prevent the steel rod from being difficult to take out, loosen the bolt 6 on the fixed connection block 9, and take off the fixed connection block 9 , the steel rod 8 is taken out in advance.
在混凝土达到完全拆模要求后,模具侧板拆开。即可得到带有预留孔洞的混凝土试样,之后将其放入养护室进行养护。After the concrete meets the requirements of complete form removal, the mold side panels are disassembled. The concrete sample with the reserved holes can be obtained, and then put into the curing room for curing.
上述虽然结合附图对本实用新型的具体实施方式进行了描述,但并非对本实用新型保护范围的限制,所属领域技术人员应该明白,在本实用新型的技术方案的基础上,本领域技术人员不需要付出创造性劳动即可做出的各种修改或变形仍在本实用新型的保护范围以内。Although the specific implementation of the utility model has been described above in conjunction with the accompanying drawings, it does not limit the protection scope of the utility model. Those skilled in the art should understand that on the basis of the technical solution of the utility model, those skilled in the art do not need to Various modifications or deformations that can be made with creative efforts are still within the protection scope of the present utility model.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108202388A (en) * | 2017-12-27 | 2018-06-26 | 东南大学 | A kind of can be used for inside and outside wall board production mold of Parameter adjustable and application thereof |
| CN110181665A (en) * | 2019-05-17 | 2019-08-30 | 山东大学 | A kind of mold and method making prefabricated tunnel model test block |
| CN114603696A (en) * | 2022-03-03 | 2022-06-10 | 合肥综合性国家科学中心能源研究院(安徽省能源实验室) | A cavern-containing rock mass preparation device with adjustable pre-support joint surface and preparation method thereof |
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2017
- 2017-06-21 CN CN201720725252.XU patent/CN206796130U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108202388A (en) * | 2017-12-27 | 2018-06-26 | 东南大学 | A kind of can be used for inside and outside wall board production mold of Parameter adjustable and application thereof |
| CN110181665A (en) * | 2019-05-17 | 2019-08-30 | 山东大学 | A kind of mold and method making prefabricated tunnel model test block |
| CN110181665B (en) * | 2019-05-17 | 2020-04-21 | 山东大学 | A kind of mold and method for making prefabricated tunnel model test block |
| CN114603696A (en) * | 2022-03-03 | 2022-06-10 | 合肥综合性国家科学中心能源研究院(安徽省能源实验室) | A cavern-containing rock mass preparation device with adjustable pre-support joint surface and preparation method thereof |
| CN114603696B (en) * | 2022-03-03 | 2024-01-19 | 合肥综合性国家科学中心能源研究院(安徽省能源实验室) | Device and method for preparing chamber-containing rock mass with adjustable pre-support joint surface |
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