CN109797888A - A kind of wall/rod structure and its construction method for tensioning construction building - Google Patents

A kind of wall/rod structure and its construction method for tensioning construction building Download PDF

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Publication number
CN109797888A
CN109797888A CN201910008548.3A CN201910008548A CN109797888A CN 109797888 A CN109797888 A CN 109797888A CN 201910008548 A CN201910008548 A CN 201910008548A CN 109797888 A CN109797888 A CN 109797888A
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CN
China
Prior art keywords
wall
cylinder
hole
rod structure
tenon
Prior art date
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Pending
Application number
CN201910008548.3A
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Chinese (zh)
Inventor
娄霓
徐福泉
张兰英
蔡玉龙
易国辉
刘长松
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.)
HOUSE-CHINA ENGINEERING CONSULTANT Co Ltd
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HOUSE-CHINA ENGINEERING CONSULTANT Co Ltd
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Priority to CN201910008548.3A priority Critical patent/CN109797888A/en
Publication of CN109797888A publication Critical patent/CN109797888A/en
Pending legal-status Critical Current

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Abstract

The present invention provides a kind of wall/rod structure for tensioning construction building, including the first wall/cylinder and the second wall/cylinder, first wall/cylinder is provided with tongue and groove, second wall/column end is equipped with tenon, when intersecting first wall/cylinder with second wall/cylinder, the tongue and groove and the tenon mortise-tenon joint;The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, the tenon opens up the second vertically communicated hole, when first wall/cylinder intersects with second wall/cylinder, first hole and second hole aligning pass through first hole and second hole to first wall/cylinder and the second wall/cylinder application pretightning force by pre-tightening muscle.The present invention can modular construction, standardization level is high, and speed of application is fast, and complete dry method may be implemented in entire construction, reduces the use of template, reduces construction personnel.

Description

A kind of wall/rod structure and its construction method for tensioning construction building
Technical field
The present invention relates to construction engineering technical field, in particular to a kind of wall/column for tensioning construction building Structure and its construction method.
Background technique
In the prior art, it for the wall of assembled architecture, generallys use assembled mode and completes, such as patent application 2017109734230.1 use a kind of assembled wall body structure, the tube body including plate body and for connecting plate body, the tube body Outer wall be radially formed with guide groove towards tube body axis direction recess, the guide groove passes through up and down along tube length direction Logical, the plate body two sides are equipped with the groove being adapted with tubular form.In another example disclosed in patent application 201810697277.2 Assembled wall body structure passes sequentially through exterior wall layer, preceding supporting course, rear load-bearing layer and internal decking sheet and is spliced.
The erection method that assembled wall in the prior art uses, there are many defects, such as in the construction process It needs to build module and carries out that assembled, template utilization rate is higher, to mold high requirement, and existing assembled wall requires mark Standardization is higher, and anti seismic efficiency is also poor.
Therefore, in order to solve the above-mentioned technical problem, need it is a kind of for tensioning construction building wall/rod structure and Its construction method.
Summary of the invention
One aspect of the present invention is to provide a kind of wall/rod structure for tensioning construction building, and the wall/ Rod structure includes the first wall/cylinder and the second wall/cylinder, and first wall/cylinder is provided with tongue and groove, and second wall/column is equipped with Tenon, when intersecting first wall/cylinder with second wall/cylinder, the tongue and groove and the tenon mortise-tenon joint;
The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, and the tenon opens up vertically Second hole of perforation, when first wall/cylinder intersects with second wall/cylinder, first hole and described the Two hole alignings, by pre-tighten muscle pass through first hole and second hole to first wall/cylinder and the second wall/ Cylinder applies pretightning force.
Preferably, first wall/cylinder and second wall/cylinder are prefabricated in the factory, first wall/cylinder or Second wall/cylinder is linear type.
Preferably, service sleeve in first hole and/or second hole.
Preferably, the service sleeve is corrugated metal casing.
Preferably, the preload muscle is deformed bar or steel strand wires.
Preferably, first wall/cylinder intersects with second wall/cylinder, is spliced into T-shape wall/rod structure.
Preferably, first wall/cylinder intersects with second wall/cylinder, is spliced into " L " type wall/rod structure.
Preferably, first wall/cylinder intersects with second wall/cylinder, is spliced into line-styled wall/rod structure.
Another aspect of the present invention is to provide a kind of wall/rod structure construction for tensioning construction building Method, which comprises
Prefabricated first wall/cylinder and the second wall/column: tongue and groove is opened in the first wall column, second wall/column sets tenon, described The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, and the tenon opens up the second vertically communicated hole Hole, the service sleeve in first hole and/or second hole;
Splice the first wall/cylinder and the second wall/column: the first wall/cylinder is fixed, and the second wall/cylinder tenon snaps into One wall/cylinder tongue and groove makes first the second hole of hole aligning;
First wall/cylinder and the second wall/cylinder apply pretightning force: preload muscle is worn in the first hole and the second hole, Tensioning pre-tightens muscle and slurry is perfused in the first hole and the second hole.
The present invention it is a kind of for tensioning construction building wall/rod structure and its construction method, can modular construction, Standardization level is high, and speed of application is fast, and complete dry method may be implemented in entire construction, reduces the use of template, reduces construction personnel.
It should be appreciated that aforementioned description substantially and subsequent detailed description are exemplary illustration and explanation, it should not As the limitation to the claimed content of the present invention.
Detailed description of the invention
With reference to the attached drawing of accompanying, the more purposes of the present invention, function and advantage are by the as follows of embodiment through the invention Description is illustrated, in which:
Fig. 1 diagrammatically illustrates first embodiment of the invention wall/rod structure decomposition diagram.
Fig. 2 shows first embodiment of the invention wall/rod structure mortise-tenon joint schematic diagrames.
Fig. 3 shows the enlarged diagram of a-quadrant in Fig. 2.
Fig. 4 shows second embodiment of the invention wall/rod structure decomposition diagram.
Fig. 5 shows second embodiment of the invention wall/rod structure mortise-tenon joint schematic diagram.
Fig. 6 shows third embodiment of the invention wall/rod structure mortise-tenon joint schematic diagram.
Specific embodiment
By reference to exemplary embodiment, the purpose of the present invention and function and the side for realizing these purposes and function Method will be illustrated.However, the present invention is not limited to exemplary embodiment as disclosed below;Can by different form come It is realized.The essence of specification is only to aid in those skilled in the relevant arts' Integrated Understanding detail of the invention.
Hereinafter, the embodiment of the present invention will be described with reference to the drawings, relevant technical terms should be those skilled in the art Known to member.In the accompanying drawings, identical appended drawing reference represents same or similar component or same or like step, Unless otherwise indicated.
According to an embodiment of the invention, a kind of wall/rod structure for tensioning construction building, wall/rod structure packet Including the first wall/cylinder and the second wall/cylinder, first wall/cylinder end and/or middle part are provided with tongue and groove, second wall/ The end of column is equipped with tenon, when intersecting first wall/cylinder with the second wall/cylinder, the tongue and groove and the tenon Tenon Connection.
The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, and the tenon opens up vertically Second hole of perforation, when first wall/cylinder intersects with second wall/cylinder, first hole and described the Two hole alignings, by pre-tighten muscle pass through first hole and second hole to first wall/cylinder and the second wall/ Cylinder applies pretightning force.
Embodiment one
The first wall/cylinder intersects with second wall/cylinder in the present embodiment, is spliced into T-shape wall/rod structure, such as Fig. 1 The decomposition diagram of shown first embodiment of the invention wall/rod structure, a kind of wall/column for tensioning construction building Structure, wall/rod structure include the first wall/cylinder 1 and the second wall/cylinder 2, and the middle part of the first wall/cylinder 1 is provided with tongue and groove 101, the The end of two walls/column 2 is equipped with tenon 201, when intersecting the first wall/cylinder with the second wall/cylinder, the tongue and groove and the tenon Mortise-tenon joint.
The position of the corresponding tongue and groove 101 of first wall/cylinder 1 opens up the first vertically communicated hole 102, and tenon 201 opens up perpendicular To the second hole 202 of perforation.The mortise-tenon joint schematic diagram of first embodiment of the invention wall/rod structure as shown in Figure 2, when the When one wall/cylinder 1 intersects with the second wall/cylinder 2, the first hole 101 is aligned with the second hole 201, passes through the by pre-tightening muscle One hole 102 and the second hole 202 apply pretightning force to the first wall/cylinder 1 and the second wall/cylinder 2.
The enlarged diagram of a-quadrant in Fig. 2 as shown in Figure 3, pre-buried set in the first hole 102 and/or the second hole 202 Pipe.The service sleeve 203 in the second hole 202 is illustratively provided in Fig. 3, is passed through in service sleeve 203 and is pre-tightened muscle.One In a little embodiments, service sleeve is corrugated metal casing, and pre-tightening muscle is deformed bar or steel strand wires.
According to an embodiment of the invention, the first wall/cylinder 1 and the second wall/cylinder 2 are prefabricated in the factory, the first wall/cylinder 1 or the second wall/cylinder 2 be linear type.
The present invention carries out wall/cylinder by way of tenon and tongue and groove to be spliced to form complete wall/rod structure, in tenon Pretightning force is applied to the wall mutually spliced/cylinder with the position service sleeve of tongue and groove, effectively increases wall/rod structure antidetonation Performance, according to requiring that 6 to 8 grades of antidetonations may be implemented.And wall/rod structure of the invention, it can subtract significantly in the construction process The use of few template, reduces the requirement to template.
Embodiment two
The present embodiment is that the first wall/cylinder intersects with the second wall/cylinder with the difference for implementing one, is spliced into line-styled Wall/rod structure.The decomposition diagram of second embodiment of the invention wall/rod structure as shown in Figure 4, one kind being used for prestressed stretch-draw Wall/rod structure of construction building, wall/rod structure include the first wall/cylinder 1 and the second wall/cylinder 2, the end of the first wall/cylinder 1 Portion is provided with tongue and groove 101 ', and the end of the second wall/column 2 is equipped with tenon 201 ', intersects the first wall/cylinder 1 with the second wall/cylinder 2 When, tongue and groove and the tenon mortise-tenon joint.
The position of the corresponding tongue and groove 101 ' of first wall/cylinder 1 opens up the first vertically communicated hole 102 ', and tenon 201 ' opens up The second vertically communicated hole 202 '.The mortise-tenon joint schematic diagram of second embodiment of the invention wall/rod structure as shown in Figure 5, When the first wall/cylinder 1 intersects with the second wall/cylinder 2, the first hole 101 ' is aligned with the second hole 201 ', by pre-tightening muscle Pretightning force applied to the first wall/cylinder 1 and the second wall/cylinder 2 across the first hole 102 ' and the second hole 202 ', the first wall/ Cylinder intersects with second wall/cylinder, is spliced into line-styled wall/rod structure.
Embodiment three
The present embodiment is that the first wall/cylinder intersects with the second wall/cylinder with the difference for implementing one, embodiment two, splices At " L " type wall/rod structure, the mortise-tenon joint schematic diagram of third embodiment of the invention wall/rod structure as shown in Figure 6, the first wall/ Cylinder intersects with second wall/cylinder, is spliced into " L " type wall/rod structure.
According to the present invention, it is used for wall/rod structure that tensioning construction is built to embodiment three for implementing one, applied Work method includes
Prefabricated first wall/cylinder and the second wall/column: opening tongue and groove in the end of the first wall column and/or middle part, and described second Wall/column end sets tenon, and the position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, the tenon Head opens up the second vertically communicated hole, the service sleeve in first hole and/or second hole.
Splice the first wall/cylinder and the second wall/column: the first wall/cylinder is fixed, and the second wall/cylinder tenon is embedded into One wall/cylinder tongue and groove makes first the second hole of hole aligning.
First wall/cylinder and the second wall/cylinder apply pretightning force: preload muscle is worn in the first hole and the second hole, Tensioning pre-tightens muscle and slurry is perfused in the first hole and the second hole.
The present invention it is a kind of for tensioning construction building wall/rod structure and its construction method, can modular construction, Standardization level is high, and speed of application is fast, and complete dry method may be implemented in entire construction, reduces the use of template, reduces construction personnel.
In conjunction with the explanation and practice of the invention disclosed here, the other embodiment of the present invention is for those skilled in the art It all will be readily apparent and understand.Illustrate and embodiment is regarded only as being exemplary, true scope of the invention and purport are equal It is defined in the claims.

Claims (7)

1. a kind of wall/rod structure for tensioning construction building, which is characterized in that the wall/rod structure includes first Wall/cylinder and the second wall/cylinder, first wall/cylinder are provided with tongue and groove, and second wall/column is equipped with tenon, makes described first When wall/cylinder intersects with second wall/cylinder, the tongue and groove and the tenon mortise-tenon joint;
The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, and the tenon opens up vertically communicated The second hole, when first wall/cylinder intersects with second wall/cylinder, first hole and second hole Hole alignment passes through first hole and second hole to first wall/cylinder and the second wall/cylinder by pre-tightening muscle Apply pretightning force.
2. wall/rod structure according to claim 1, which is characterized in that in first hole and/or second hole Service sleeve.
3. wall/rod structure according to claim 1, which is characterized in that the preload muscle is deformed bar or steel strand wires.
4. wall/rod structure according to claim 1, which is characterized in that first wall/cylinder and second wall/column Body intersection, is spliced into T-shape wall/rod structure.
5. wall/rod structure according to claim 1, which is characterized in that first wall/cylinder and second wall/column Body intersection, is spliced into " L " type wall/rod structure.
6. wall/rod structure according to claim 1, which is characterized in that first wall/cylinder and second wall/column Body intersection, is spliced into line-styled wall/rod structure.
7. wall/rod structure construction method described in a kind of claim 1 to 6 any claim, which is characterized in that the method Include:
Prefabricated first wall/cylinder and the second wall/column: it is provided with tongue and groove in the first wall column, second wall/column is equipped with tenon, described The position that first wall/cylinder corresponds to tongue and groove opens up the first vertically communicated hole, and the tenon opens up the second vertically communicated hole Hole, the service sleeve in first hole and/or second hole;
Splice the first wall/cylinder and the second wall/column: the first wall/cylinder is fixed, the second wall/cylinder tenon snap into the first wall/ The tongue and groove of cylinder makes first the second hole of hole aligning;
First wall/cylinder and the second wall/cylinder apply pretightning force: wearing preload muscle, tensioning in the first hole and the second hole It pre-tightens muscle and slurry is perfused in the first hole and the second hole.
CN201910008548.3A 2019-01-04 2019-01-04 A kind of wall/rod structure and its construction method for tensioning construction building Pending CN109797888A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910008548.3A CN109797888A (en) 2019-01-04 2019-01-04 A kind of wall/rod structure and its construction method for tensioning construction building

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Application Number Priority Date Filing Date Title
CN201910008548.3A CN109797888A (en) 2019-01-04 2019-01-04 A kind of wall/rod structure and its construction method for tensioning construction building

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Publication Number Publication Date
CN109797888A true CN109797888A (en) 2019-05-24

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115324209A (en) * 2022-08-03 2022-11-11 日照天工绿能建筑科技发展有限公司 Assembly type light steel and light concrete structure wallboard connecting structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115324209A (en) * 2022-08-03 2022-11-11 日照天工绿能建筑科技发展有限公司 Assembly type light steel and light concrete structure wallboard connecting structure and construction method

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