CN205025030U - Imitative wooden concrete member's joggle structure - Google Patents

Imitative wooden concrete member's joggle structure Download PDF

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Publication number
CN205025030U
CN205025030U CN201520737324.3U CN201520737324U CN205025030U CN 205025030 U CN205025030 U CN 205025030U CN 201520737324 U CN201520737324 U CN 201520737324U CN 205025030 U CN205025030 U CN 205025030U
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CN
China
Prior art keywords
high strength
concrete
mortise
strength casing
concrete prefabricated
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Expired - Fee Related
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CN201520737324.3U
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Chinese (zh)
Inventor
杨和源
黄澎
周志荣
黄坚
朱国强
潘武斌
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GUANGXI CONSTRUCTION ENGINEERING GROUP THIRD CONSTRUCTION ENGINEERING Co
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GUANGXI CONSTRUCTION ENGINEERING GROUP THIRD CONSTRUCTION ENGINEERING Co
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Priority to CN201520737324.3U priority Critical patent/CN205025030U/en
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Publication of CN205025030U publication Critical patent/CN205025030U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses imitative wooden concrete member's joggle structure, which relates to the technical field of building construction, the imitative timber compoment of concrete is including the prefabricated imitative timber compoment of two section at least concrete of segmentation, two sections imitative timber compoments of concrete are equipped with the butt joint face of mutual butt joint, the joggle structure is provided between the butt joint face of the imitative timber compoment of two sections adjacent concrete, the joggle structure is including setting up the tenon on one of them section imitative timber compoment butt joint face of concrete and setting up the mortise on the imitative timber compoment butt joint face of another section concrete, the tenon is corresponding with the position of mortise, the tenon sets up formation by butt joint face salient, the mortise is by butt joint towards the interior sunken formation that sets up, the outline of tenon and the interior profile phase of mortise are together. Adopt the utility model discloses can effectively assemble after the joggle structure and connect the imitative timber compoment of concrete, and firm in connection, make decorate the component can be unified prefabricated in the mill, decorative effect is lifelike.

Description

The mortise structure of imitative wooden concrete component
Technical field
The utility model relates to technical field of building construction, particularly a kind of mortise structure of imitative wooden concrete component.
Background technology
At present, in architectural design, in order to pursue the artistic effect of wooden decorative, occurring many expression national style concrete imitations wood decoration hanger and be placed on outdoor can weather-beaten imitative wooden coagulation furniture, the conventional construction method of wood-imitating concrete member is that segmentation is decomposed prefabricated, then taps into row assembling with welding or silk, finally brushing decorative cover, conventional construction technique has following drawback: 1, facing is finally brushed often needs work high above the ground, and construction environment is dangerous; 2, junction needs post-processed, and difficulty of construction is large, is difficult to ensure that facing pattern is consistent, affects the overall appearance effect of wood-imitating concrete member.
Summary of the invention
The purpose of this utility model is to provide a kind of mortise structure of imitative wooden concrete component, can effective assembled connection wood-imitating concrete member, and is connected firmly, enable decoration element factory unified prefabricated, decorative effect is true to nature.
The technical scheme that the utility model adopts for achieving the above object is: a kind of mortise structure of imitative wooden concrete component, wood-imitating concrete member comprises at least two section concrete prefabricated units of prefabricate, two section concrete prefabricated units are provided with the interface of docking mutually, it is characterized in that, mortise structure is provided with between the interface of adjacent two section concrete prefabricated units, mortise structure comprises the tenon be arranged on a wherein section concrete prefabricated units interface and the mortise be arranged on another section concrete prefabricated units interface, tenon is corresponding with the position of mortise, tenon is formed by interface is projecting, mortise is caved inward to arrange by interface and is formed, the outline of tenon is identical with the Internal periphery of mortise.
Further technical scheme of the present utility model is: described tenon comprise front end give prominence to interface high strength casing I, be arranged on the anchor bar in high strength casing I and fill up the layer of concrete I of high strength casing I inner chamber, high strength casing I front end closed rear end is opened wide, and high strength casing I rear end to extend to inside concrete prefabricated element interface and is connected as a single entity with concrete prefabricated element, high strength casing I rear end is stretched out in described anchor bar rear end, and is connected as a single entity with concrete prefabricated element.
Further technical scheme of the present utility model is: described anchor bar rear end is bent to form to be convenient to make the holding section of anchor bar strong fix in concrete prefabricated element.
Further technical scheme of the present utility model is: described mortise is formed by the high strength casing II be embedded in inside concrete prefabricated element interface, the Internal periphery of high strength casing II is identical with the outline of high strength casing I, and the degree of depth of high strength casing II is equal with the length that high strength casing I gives prominence to concrete prefabricated element interface.
Further technical scheme of the present utility model is: high strength casing I lateral wall outside the inside wall and outstanding concrete prefabricated element interface of high strength casing II is coated with to be brushed with respectively is convenient to the fixing epoxide-resin glue of joggle.
Further technical scheme of the present utility model is: described high strength casing I and high strength casing II are high-strength carbon fiber pipes, and high strength casing I and high strength casing II are square tube.
The mortise structure that the utility model imitates wooden concrete component has following beneficial effect: after 1, adopting the utility model to imitate the mortise structure of wooden concrete component, wood-imitating concrete member can unify prefabricate in factory, can guarantee scantling, in the same size, color is true to nature; 2, after adopting the utility model to imitate the mortise structure of wooden concrete component, wood-imitating concrete member is installed simple and convenient, and the decorative cover of wood-imitating concrete member first brushes rear assembling, make the one-shot forming of decorative cover energy, technique is simple, convenient, reduces work high above the ground, reduces construction cost.
Below in conjunction with drawings and Examples, the mortise structure that the utility model imitates wooden concrete component is further described.
Accompanying drawing explanation
Fig. 1 is the structural representation that the utility model imitates the mortise structure of wooden concrete component;
Fig. 2 is the structural representation of tenon;
Fig. 3 is the structural representation of the high strength casing II in mortise;
Fig. 4 is the A-A direction sectional view of Fig. 3;
Fig. 5 is the structural representation that the utility model mortise structure is used in superimposed imitative timber compoment;
Element numbers illustrates: 1-concrete prefabricated element I, 2-mortise, 3-tenon, 4-concrete prefabricated element II, 5-concrete prefabricated element III, 6-high strength casing I, 7-layer of concrete I, 8-anchor bar, 9-holding section, 10-high strength casing II.
Detailed description of the invention
As shown in Figures 1 to 4, the utility model imitates the mortise structure of wooden concrete component, wood-imitating concrete member comprises at least two section concrete prefabricated units of prefabricate, two section concrete prefabricated units are provided with the interface of docking mutually, it is characterized in that, mortise structure is provided with between the interface of adjacent two section concrete prefabricated units, mortise structure comprises the tenon be arranged on a wherein section concrete prefabricated units interface and the mortise be arranged on another section concrete prefabricated units interface, tenon is corresponding with the position of mortise, tenon is formed by interface is projecting, mortise is caved inward to arrange by interface and is formed, the outline of tenon is identical with the Internal periphery of mortise.
Be provided with three section concrete prefabricated units in the present embodiment, concrete prefabricated element I 1 respectively, concrete prefabricated element II 4, concrete prefabricated element III 5, concrete prefabricated element II 4 is positioned at centre position, and its two ends are docked with concrete prefabricated element I 1 and concrete prefabricated element III 5 respectively, between concrete prefabricated element I 1 and concrete prefabricated element II 4 interface, a pair mortise structure is set, wherein the interface of concrete prefabricated element I 1 is provided with mortise 2, the interface that concrete prefabricated element II 4 docks with concrete prefabricated element I 1 is provided with tenon 3, between concrete prefabricated element II 4 and concrete prefabricated element III 5 interface, a pair mortise structure is also set, wherein the interface of concrete prefabricated element III 5 is provided with mortise 2, the interface that concrete prefabricated element II 4 docks with concrete prefabricated element III 5 is provided with tenon 3.
Tenon 3 comprises the high strength casing I 6 that interface is given prominence in front end, be arranged on the anchor bar 8 in high strength casing I 6 and fill up the layer of concrete I 7 of high strength casing I 6 inner chamber, high strength casing I 6 front end closed rear end is opened wide, and high strength casing I 6 rear end to extend to inside concrete prefabricated element interface and is connected as a single entity with concrete prefabricated element, high strength casing I 6 rear end is stretched out in described anchor bar 8 rear end, and be connected as a single entity with concrete prefabricated element, anchor bar 8 rear end is bent to form to be convenient to make the holding section 9 of anchor bar 8 strong fix in concrete prefabricated element, in the present embodiment, high strength casing I 6 rear end to extend to inside concrete prefabricated element II 4 interface and is connected as a single entity with concrete prefabricated element II 4, anchor bar 8 rear end and concrete prefabricated element II 4 are connected as a single entity, holding section 9 strong fix after anchor bar 8 is in concrete prefabricated element II 4.
Described mortise 2 is formed by the high strength casing II 10 be embedded in inside concrete prefabricated element interface, and mortise 2 is formed by the high strength casing II 10 be embedded in inside concrete prefabricated element I 1 and concrete prefabricated element III 5 interface in the present embodiment.The Internal periphery of high strength casing II 10 is identical with the outline of high strength casing I 6, and the degree of depth of high strength casing II 10 is equal with the length of the outstanding concrete prefabricated element interface of high strength casing I 6.In the present embodiment, high strength casing I 6 and high strength casing II 10 are high-strength carbon fiber pipes, and high strength casing I 6 and high strength casing II 10 are square tube, certain high strength casing I 6 and high strength casing II 10 also can be the tubing that other high-strength material makes.When assembling adjacent two section concrete prefabricated units, high strength casing I 6 lateral wall outside the inside wall and outstanding concrete prefabricated element interface of high strength casing II 10 is coated with to be brushed with respectively is convenient to the fixing epoxide-resin glue of joggle.
The utility model mortise structure of imitating wooden concrete component is made by technique below and is formed: 1, design the position of tenon and mortise, size, shape according to the size of wood-imitating concrete member, position, and tenon, mortise are processed, wherein corresponding mortise inside dimension 2-3mm larger than tenon outside dimension; 2, position on the forming panel of concrete prefabricated element according to the position of mortise, tenon, size, shape, fixing, will indwelling anchor bar 8 fill up concrete (i.e. layer of concrete I 7), to improve the intensity of tenon joggle in advance in the high strength casing I of tenon; 3, reinforcing bar binding is carried out to the concrete prefabricated element of segmentation, then carry out mortise, tenon pre-buried and fixing, high strength casing II is embedded in the position of mortise, inner chamber has built the position that concrete high strength casing I is embedded in tenon, then carries out concreting to segmental concrete prefabricated units; 4, the concrete prefabricated element reaching the length of time is carried out to the brushing of imitative wood paint; 5, concrete prefabricated element is transported to infield to install, at joint brushwork epoxy resin glue, carry out the connection of wood-imitating concrete member joggle.
After adopting the utility model to imitate the mortise structure of wooden concrete component, wood-imitating concrete member segmentation is decomposed, is prefabricated in the factory, and mortise structure is set between the interface of adjacent two section concrete prefabricated units, i.e. tenon and mortise.Then be coated with brushed finiss on the ground, install to on-the-spot joggle, at joggle place brushwork epoxy resin glue during installation, then tenon is inserted in mortise, each degradable member joggle is fixed.After making installation, test specimen reaches one-shot forming.
As shown in Figure 5, it is a kind of superimposed wood-imitating concrete member, this wood-imitating concrete member comprises two section concrete prefabricated units of prefabricate, the interface mutually docked at two section concrete prefabricated units arranges mortise structure, namely section concrete prefabricated units arrange two mortises wherein, the correspondence position of another section concrete prefabricated units arranges two tenons, at joggle place brushwork epoxy resin glue during assembling, then tenon is inserted in mortise.
Above embodiment is only preferred embodiment of the present utility model; structure of the present utility model is not limited to the form that above-described embodiment is enumerated; as mortise, tenon are not limited to as square; also can be circle, regular pentagon, regular hexagon or other shape; all any amendments, equivalent replacement etc. done within spirit of the present utility model and principle, all should be included within protection domain of the present utility model.

Claims (6)

1. the mortise structure of an imitative wooden concrete component, wood-imitating concrete member comprises at least two section concrete prefabricated units of prefabricate, two section concrete prefabricated units are provided with the interface of docking mutually, it is characterized in that, mortise structure is provided with between the interface of adjacent two section concrete prefabricated units, mortise structure comprises the tenon be arranged on a wherein section concrete prefabricated units interface and the mortise be arranged on another section concrete prefabricated units interface, tenon is corresponding with the position of mortise, tenon is formed by interface is projecting, mortise is caved inward to arrange by interface and is formed, the outline of tenon is identical with the Internal periphery of mortise.
2. the mortise structure of imitative wooden concrete component as claimed in claim 1, it is characterized in that, described tenon comprise front end give prominence to interface high strength casing I, be arranged on the anchor bar in high strength casing I and fill up the layer of concrete I of high strength casing I inner chamber, high strength casing I front end closed rear end is opened wide, and high strength casing I rear end to extend to inside concrete prefabricated element interface and is connected as a single entity with concrete prefabricated element, high strength casing I rear end is stretched out in described anchor bar rear end, and is connected as a single entity with concrete prefabricated element.
3. the mortise structure of imitative wooden concrete component as claimed in claim 2, it is characterized in that, described anchor bar rear end is bent to form to be convenient to make the holding section of anchor bar strong fix in concrete prefabricated element.
4. the mortise structure of imitative wooden concrete component as claimed in claim 2, it is characterized in that, described mortise is formed by the high strength casing II be embedded in inside concrete prefabricated element interface, the Internal periphery of high strength casing II is identical with the outline of high strength casing I, and the degree of depth of high strength casing II is equal with the length that high strength casing I gives prominence to concrete prefabricated element interface.
5. the mortise structure of imitative wooden concrete component as claimed in claim 4, it is characterized in that, high strength casing I lateral wall outside the inside wall and outstanding concrete prefabricated element interface of high strength casing II is coated with to be brushed with respectively is convenient to the fixing epoxide-resin glue of joggle.
6. the mortise structure of imitative wooden concrete component as claimed in claim 4, it is characterized in that, described high strength casing I and high strength casing II are high-strength carbon fiber pipes, and high strength casing I and high strength casing II are square tube.
CN201520737324.3U 2015-09-22 2015-09-22 Imitative wooden concrete member's joggle structure Expired - Fee Related CN205025030U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520737324.3U CN205025030U (en) 2015-09-22 2015-09-22 Imitative wooden concrete member's joggle structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520737324.3U CN205025030U (en) 2015-09-22 2015-09-22 Imitative wooden concrete member's joggle structure

Publications (1)

Publication Number Publication Date
CN205025030U true CN205025030U (en) 2016-02-10

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520737324.3U Expired - Fee Related CN205025030U (en) 2015-09-22 2015-09-22 Imitative wooden concrete member's joggle structure

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275171A (en) * 2015-09-22 2016-01-27 广西建工集团第三建筑工程有限责任公司 Wood-like concrete component mortise joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275171A (en) * 2015-09-22 2016-01-27 广西建工集团第三建筑工程有限责任公司 Wood-like concrete component mortise joint structure

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20160210

Termination date: 20180922