CN206189610U - Sliding connection between steel member and concrete - Google Patents
Sliding connection between steel member and concrete Download PDFInfo
- Publication number
- CN206189610U CN206189610U CN201621158927.9U CN201621158927U CN206189610U CN 206189610 U CN206189610 U CN 206189610U CN 201621158927 U CN201621158927 U CN 201621158927U CN 206189610 U CN206189610 U CN 206189610U
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- Prior art keywords
- concrete
- steel member
- protective cover
- sliding
- nut
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 230000001681 protective effect Effects 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims 3
- 239000002984 plastic foam Substances 0.000 claims 1
- 238000000926 separation method Methods 0.000 abstract description 4
- 238000005336 cracking Methods 0.000 abstract description 3
- 239000006260 foam Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
本实用新型公开了一种钢构件与混凝土之间的滑动连接件,由连接件本体构成,所述连接件本体包括固定在混凝土主体内的锚固件,所述锚固件的底座上设置有至少一个条形孔,每个所述条形孔内设置有固定在钢构件上的螺栓和与所述螺栓配套的螺母,每个所述条形孔上设置有防护罩,所述防护罩的下部设置有与所述条形孔相对应、并容纳所述螺母和所述螺栓沿所述条形孔滑动的空腔室。本实用新型在能够保证钢构件与混凝土之间不发生相对分离的条件下,允许钢构件与混凝土之间发生一定的相对滑动,避免因混凝土构件受拉造成的混凝土开裂的问题。
The utility model discloses a sliding connecting piece between a steel member and concrete, which is composed of a connecting piece body, the connecting piece body includes an anchor fixed in the concrete main body, the base of the anchor is provided with at least one Bar-shaped holes, each of which is provided with bolts fixed on the steel member and nuts matched with the bolts, each of the bar-shaped holes is provided with a protective cover, and the lower part of the protective cover is provided There is a cavity corresponding to the strip hole and accommodating the sliding of the nut and the bolt along the strip hole. The utility model allows a certain relative sliding between the steel component and the concrete under the condition that the relative separation between the steel component and the concrete does not occur, and avoids the problem of concrete cracking caused by the tension of the concrete component.
Description
技术领域technical field
本实用新型涉及建筑工程,特别涉及一种钢构件与混凝土之间的滑动连接件。The utility model relates to construction engineering, in particular to a sliding connector between steel components and concrete.
背景技术Background technique
在组合结构中,钢构件与混凝土之间的连接一般采用栓钉连接,现有的连接件通过限制钢构件与混凝土之间的相对滑移以保证共同工作。但对于某些部位或某些区域,却需要钢构件和混凝土构件在不能分离的前提下产生单向滑动。例如钢-混凝土连续组合梁或连续组合板,在中间支座附近所受弯矩主要为负弯矩,现有的连接件会限制负弯矩区内钢构件与混凝土的相对滑移,在混凝土内产生拉应力,甚至导致混凝土开裂。因此,在保证混凝土与钢构件不发生相互分离的条件下,降低负弯矩区内混凝土与钢构件之间某些方向的组合作用,是避免负弯矩区内的混凝土开裂的关键。还有一种抗拔不抗剪连接件由于采用在滑动行程上布置泡沫塑料的方式,通过泡沫塑料的压缩变形实现滑动,这种方式存在着以下缺陷:在浇筑混凝土的过程中,混凝土对泡沫塑料的侧压力使泡沫塑料产生了初始压缩变形或破坏,混凝土并占据滑动通道,而从降低了连接件的滑移能力和工作可靠性。In the composite structure, the connection between the steel member and the concrete is generally connected by studs, and the existing connectors ensure the joint work by limiting the relative slippage between the steel member and the concrete. However, for some parts or certain areas, it is necessary for the steel member and the concrete member to slide in one direction under the premise that they cannot be separated. For example, steel-concrete continuous composite beams or continuous composite slabs, the bending moment near the intermediate support is mainly negative bending moment, and the existing connectors will limit the relative slip between steel members and concrete in the negative bending moment area. Tensile stress is generated inside, and even the concrete cracks. Therefore, under the condition of ensuring that the concrete and steel members do not separate from each other, reducing the combined action between concrete and steel members in certain directions in the negative moment zone is the key to avoiding concrete cracking in the negative moment zone. There is also a kind of anti-pull and non-shear connector that slides through the compression deformation of the foam plastic because it adopts the method of arranging foam plastic on the sliding stroke. The lateral pressure of the foam produces initial compression deformation or damage, and the concrete occupies the sliding channel, thereby reducing the sliding ability and working reliability of the connecting piece.
实用新型内容Utility model content
本实用新型的目的是克服现有技术中的不足,提供一种钢构件与混凝土之间的滑动连接件,本连接件在能够保证钢构件与混凝土之间不发生相对分离的条件下,允许钢构件与混凝土之间发生一定的相对滑动。The purpose of this utility model is to overcome the deficiencies in the prior art and provide a sliding connector between the steel member and the concrete. The connector allows the steel member to A certain amount of relative sliding occurs between the member and the concrete.
本实用新型所采用的技术方案是:一种钢构件与混凝土之间的滑动连接件,由连接件本体构成,所述连接件本体包括固定在混凝土主体内的锚固件,所述锚固件的底座上设置有至少一个条形孔,每个所述条形孔内设置有固定在钢构件上的螺栓和与所述螺栓配套的螺母,每个所述条形孔上设置有防护罩,所述防护罩的下部设置有与所述条形孔相对应、并容纳所述螺母和所述螺栓沿所述条形孔滑动的空腔室。The technical solution adopted by the utility model is: a sliding connector between a steel member and concrete, which is composed of a connector body, the connector body includes an anchor fixed in the concrete body, and the base of the anchor There is at least one bar-shaped hole, and each bar-shaped hole is provided with bolts fixed on the steel member and nuts matched with the bolts, and each bar-shaped hole is provided with a protective cover. The lower part of the protective cover is provided with a hollow chamber corresponding to the bar-shaped hole and accommodating the sliding of the nut and the bolt along the bar-shaped hole.
每个所述条形孔内的所述螺栓上均设置有螺母限位套。The bolts in each of the bar-shaped holes are provided with nut limiting sleeves.
所述锚固件为工字型结构,其底座的两侧分别设置至少一个所述条形孔。The anchor is an I-shaped structure, and at least one strip-shaped hole is provided on both sides of the base.
所述防护罩采用泡沫塑料材料制成。The protective cover is made of foam plastic material.
所述防护罩的外表面设置有保护壳。A protective shell is provided on the outer surface of the protective cover.
本实用新型的有益效果是:The beneficial effects of the utility model are:
1、本实用新型在锚固件的底座上设置条形孔,焊接或其它方式固定在钢构件上的螺栓穿过条形孔与锚固件相互连接,螺栓头和条形孔上面布置有由泡沫塑料材料制成的保护罩和套设在保护罩外表面的防护壳,锚固件浇筑在混凝土主体内,通过以上措施即实现了在避免钢构件与混凝土主体之间不发生分离的条件下,允许钢构件与混凝土之间发生单向滑动,避免因混凝土构件受拉造成的混凝土开裂的问题;1. In the utility model, a strip hole is set on the base of the anchor piece. The bolts fixed on the steel member by welding or other methods pass through the strip hole and connect with the anchor piece. The protective cover made of material and the protective shell set on the outer surface of the protective cover, and the anchors are poured in the concrete main body. Through the above measures, the steel components are allowed to be separated from the concrete main body without separation. One-way sliding occurs between the component and the concrete, avoiding the problem of concrete cracking caused by the tension of the concrete component;
2、本实用新型在螺栓上布置有螺母限位套,避免了因螺母过紧造成的失去滑动功能的问题,也避免了因螺母过松造成钢构件与混凝土相互分离的问题;2. The utility model is equipped with nut limit sleeves on the bolts, which avoids the problem of losing the sliding function caused by too tight nuts, and also avoids the problem of mutual separation of steel components and concrete caused by too loose nuts;
3、现有同类型的连接件相比,本实用新型由于泡沫塑料仅作为密封材料,且表面布置有保护壳,避免了因混凝土浇筑过程中的压力和震动造成泡沫塑料板损坏和变形的问题;3. Compared with the existing connectors of the same type, the utility model avoids the damage and deformation of the foam plastic board due to the pressure and vibration during the concrete pouring process because the foam plastic is only used as a sealing material and the protective shell is arranged on the surface ;
4、本实用新型具有结构简单紧凑,成本低廉,施工方便,工作可靠等特点。4. The utility model has the characteristics of simple and compact structure, low cost, convenient construction and reliable operation.
附图说明Description of drawings
图1:本实用新型结构示意图;Figure 1: Structural schematic diagram of the utility model;
图2:本实用新型分解结构示意图;Figure 2: Schematic diagram of the decomposition structure of the utility model;
图3:本实用新型施工之后的剖面结构示意图。Figure 3: Schematic diagram of the cross-sectional structure of the utility model after construction.
附图标注:1、锚固件;2、条形孔;3、钢构件;4、螺栓;5、螺母;6、防护罩;7、空腔室;8、螺母限位套;9、保护壳;10、混凝土主体。Drawings: 1. Anchors; 2. Strip holes; 3. Steel components; 4. Bolts; 5. Nuts; 6. Protective covers; 7. Empty chambers; 8. Nut limit sleeves; ; 10. Concrete body.
具体实施方式detailed description
下面结合附图对本实用新型作进一步的描述。Below in conjunction with accompanying drawing, the utility model is further described.
如附图1和图2所示,一种钢构件与混凝土之间的滑动连接件,包括固定在混凝土主体10内的锚固件1,所述锚固件1的底座上设置有至少一个条形孔2,本实施例中,所述锚固件1为工字型结构,其底座的两侧分别设置一个所述条形孔2。每个所述条形孔2内设置有通过焊接或其它方式固定在钢构件3上的螺栓4和与所述螺栓4配套的螺母5,每个所述螺栓4上均设置有螺母限位套8,避免因螺母5过紧地压在锚固件1的底座上失去滑动连接功能的问题,同时螺母5可以拧紧于螺母限位套8上,避免螺母5松动造成钢构件3与混凝土相互分离的问题。每个所述条形孔2上设置有由泡沫塑料材料制成的防护罩6,所述防护罩6的下部设置有与所述条形孔2相对应、并容纳所述螺母5和所述螺栓4沿所述条形孔2滑动的空腔室7;所述防护罩6的外表面还设置有保护壳9,避免在浇筑混凝土的过程中造成由泡沫塑料材料制成的防护罩6损坏变形问题的发生。As shown in Figures 1 and 2, a sliding connection between a steel member and concrete includes an anchor 1 fixed in a concrete body 10, and at least one bar-shaped hole is provided on the base of the anchor 1 2. In this embodiment, the anchor piece 1 is an I-shaped structure, and one strip-shaped hole 2 is provided on both sides of its base. Each of the strip-shaped holes 2 is provided with a bolt 4 fixed on the steel member 3 by welding or other means and a nut 5 matched with the bolt 4, and each of the bolts 4 is provided with a nut limit sleeve 8. Avoid the problem of losing the sliding connection function due to the nut 5 being pressed too tightly on the base of the anchor 1. At the same time, the nut 5 can be tightened on the nut limit sleeve 8 to avoid the separation of the steel member 3 and the concrete due to the loosening of the nut 5 question. Each of the strip holes 2 is provided with a protective cover 6 made of foamed plastic material, and the lower part of the protective cover 6 is provided with a set corresponding to the strip hole 2 and accommodates the nut 5 and the The bolt 4 slides along the hollow chamber 7 of the strip hole 2; the outer surface of the protective cover 6 is also provided with a protective shell 9 to avoid damage to the protective cover 6 made of foamed plastic material during the pouring of concrete Deformation problems occur.
如图3所示,本实用新型用在建筑施工之后,所述锚固件1浇筑在混凝土主体10内,底部通过螺栓4和螺母5与钢构件3相连接,锚固件1可以沿着条形孔2的方向贴着钢构件3发生一定范围的滑动,但不能在垂直于条形孔2的方向发生滑动,也不能与钢构件3发生分离,这样实现钢构件3与混凝土主体10之间的单向滑动连接。As shown in Figure 3, the utility model is used after building construction. The anchor piece 1 is poured in the concrete main body 10, and the bottom is connected with the steel member 3 through bolts 4 and nuts 5. The anchor piece 1 can be placed along the strip hole 2 to slide against the steel member 3 within a certain range, but it cannot slide in the direction perpendicular to the strip hole 2, nor can it be separated from the steel member 3, so that the single Swipe to connect.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621158927.9U CN206189610U (en) | 2016-10-25 | 2016-10-25 | Sliding connection between steel member and concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621158927.9U CN206189610U (en) | 2016-10-25 | 2016-10-25 | Sliding connection between steel member and concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189610U true CN206189610U (en) | 2017-05-24 |
Family
ID=58733405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621158927.9U Expired - Fee Related CN206189610U (en) | 2016-10-25 | 2016-10-25 | Sliding connection between steel member and concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189610U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368331A (en) * | 2016-10-25 | 2017-02-01 | 天津大学 | Sliding connecting piece between steel member and concrete |
| CN110158454A (en) * | 2019-07-02 | 2019-08-23 | 叶锦华 | A kind of connector for the assembled steel-concrete combined structure mixing combined bridge for steel- |
-
2016
- 2016-10-25 CN CN201621158927.9U patent/CN206189610U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368331A (en) * | 2016-10-25 | 2017-02-01 | 天津大学 | Sliding connecting piece between steel member and concrete |
| CN106368331B (en) * | 2016-10-25 | 2019-06-25 | 天津大学 | A kind of sliding connector between steel member and concrete |
| CN110158454A (en) * | 2019-07-02 | 2019-08-23 | 叶锦华 | A kind of connector for the assembled steel-concrete combined structure mixing combined bridge for steel- |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170524 Termination date: 20171025 |