CN217352968U - Horizontal deformation joint structure of building construction - Google Patents

Horizontal deformation joint structure of building construction Download PDF

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Publication number
CN217352968U
CN217352968U CN202220862804.2U CN202220862804U CN217352968U CN 217352968 U CN217352968 U CN 217352968U CN 202220862804 U CN202220862804 U CN 202220862804U CN 217352968 U CN217352968 U CN 217352968U
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China
Prior art keywords
deformation
steel sheet
joint
joint structure
waterstop
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CN202220862804.2U
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Chinese (zh)
Inventor
吴东波
蒋里
何智聪
邓涛
李旭慜
罗峰
汪东平
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Guangzhou Construction Engineering Supervision Co Ltd
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Guangzhou Construction Engineering Supervision Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Abstract

The utility model discloses a house building horizontal deformation joint structure, which comprises two deformation joint structure beams which are symmetrically arranged, wherein a deformation joint is formed between the two deformation joint structure beams, a top groove is arranged at the top of the deformation joint, a bottom groove is arranged at the bottom of the deformation joint, a top deformation expansion steel plate and a water stop belt are arranged at the top of the deformation joint, the water stop belt is arranged below the top deformation expansion steel plate, the two ends of the water stop belt are respectively arranged in the top groove, the middle part of the water stop belt is U-shaped and is arranged in the deformation joint, the two ends of the top deformation expansion steel plate are arranged at the two ends of the water stop belt, the bottom of the deformation joint is provided with a bottom deformation expansion steel plate, the middle parts of the top deformation expansion steel plate and the bottom deformation expansion steel plate are both inwards concave towards the deformation joint, and an internal drainage device is arranged in the deformation joint. The utility model discloses can improve the stagnant water performance of the horizontal movement joint of housing construction, the installation of being convenient for.

Description

Horizontal deformation joint structure of building construction
Technical Field
The utility model relates to a building engineering construction technical field specifically is a housing construction horizontal deformation joint structure.
Background
The building is influenced by factors such as temperature and settlement in the using process, so that the phenomena of cracks, ceiling deformation, steel plate falling and the like appear at the deformation joint position. Deformation joint positions of the vestibule or the channel which are open or not closed can generate the phenomena of leakage, alkali return, ceiling pollution and the like due to the fact that rainwater is collected to the bottoms of the deformation joint plates.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming the shortcoming of above-mentioned prior art, providing one kind can improve stagnant water performance, the horizontal movement joint structure of housing construction of being convenient for installation.
The utility model discloses a following technical scheme realizes: a horizontal deformation joint structure of a house building comprises two deformation joint structural beams which are symmetrically arranged with each other, a deformation joint is formed between the two deformation joint structural beams, the top of the deformation joint is provided with a top groove, the bottom of the deformation joint is provided with a bottom groove, the top of the deformation joint is provided with a top deformation expansion steel plate and a water stop belt, the water stop is positioned below the top deformation telescopic steel plate, two ends of the water stop are respectively positioned in the top groove, the middle part of the water stop belt is U-shaped and is positioned in the deformation joint, two ends of the top deformation expansion steel plate are positioned on two ends of the water stop belt, the bottom of movement joint is provided with the flexible steel sheet of bottom deformation, the flexible steel sheet of top deformation with the middle part of the flexible steel sheet of bottom deformation all court the inside indent of movement joint, drainage device in setting up in the movement joint.
Further: be provided with the top polymer mortar anchor coat of making level in the recess of top, be provided with double-deck rubber gasket on the anchor coat of making level of top polymer mortar, the tip of waterstop is located on the double-deck rubber gasket, the both ends of top deformation flexible steel sheet compress tightly through leading to long angle steel respectively to run through in proper order through chemical crab-bolt lead to long angle steel, top deformation flexible steel sheet, waterstop, double-deck rubber gasket, top polymer mortar insert behind the anchor coat of making level in the movement joint structure roof beam.
Further: still include the pressure-bearing steel sheet, the pressure-bearing steel sheet is located the top of flexible steel sheet is warp at the top, just the both ends setting of pressure-bearing steel sheet is in lead to on the long angle steel, the both ends of pressure-bearing steel sheet are provided with the segmentation angle steel respectively, be provided with floor decoration anchor coat on the pressure-bearing steel sheet, be provided with the floor tile on the floor decoration anchor coat, lead to long angle steel with be provided with lead to long U-shaped channel-section steel between the segmentation angle steel, two lateral walls of leading to long U-shaped channel-section steel are provided with the anti-skidding rubber strip.
Further: the bottom groove is internally provided with a bottom polymer mortar leveling combined layer, the two ends of the bottom deformation telescopic steel plate are respectively positioned on the bottom polymer mortar leveling combined layer, and the bottom deformation telescopic steel plate and the bottom polymer mortar leveling combined layer are sequentially penetrated through expansion bolts and then inserted into the deformation joint structure beam.
Further: an edge sealing plate used for covering the expansion bolts is arranged in the bottom groove, and the edge sealing plate is fixed in the bottom groove through weather-resistant sealant.
Further, the method comprises the following steps: drainage device includes pre-buried steel sheet, semicircle pipe, drain pipe, backup pad, pre-buried steel sheet is provided with two, two relative distribution sets up about pre-buried steel sheet on the movement joint structure roof beam, every the joint groove has been seted up to pre-buried steel sheet, the semicircle pipe passes through the stopper setting and is in the backup pad, the semicircle pipe is located under the waterstop middle part, the drain pipe with the semicircle pipe intercommunication, the bottom both sides of backup pad are connected with the altitude mixture control structure respectively, be provided with extending structure on the altitude mixture control structure, extending structure passes through the joint integrated circuit board and connects the joint inslot.
Further: the height adjusting structure comprises a connecting angle steel, an adjusting bolt, a connecting block and a locking nut, the connecting angle steel is connected with the telescopic structure, the adjusting bolt is arranged on the connecting angle steel, the adjusting bolt passes through the connecting block and the bottom wall of the supporting plate are connected, and the locking nut is sleeved on the adjusting bolt.
Further, the method comprises the following steps: the telescopic structure comprises a telescopic column and a spring, the telescopic column is connected between the clamping plate and the connecting angle steel, and the spring is sleeved on the telescopic column.
Further: and a sponge layer is laid on the inner wall of the semicircular pipe.
The utility model has the advantages that:
1. compared with the prior art, through setting up top deformation flexible steel sheet and waterstop at the top of movement joint, the waterstop is located the below that the top warp flexible steel sheet, it warp flexible steel sheet to set up the bottom in the bottom of movement joint, the middle part of waterstop is the U-shaped and is located the movement joint, the middle part of top deformation flexible steel sheet and the inside indent of movement joint are all towards in the middle part of bottom deformation flexible steel sheet, can make the top warp flexible steel sheet, the bottom warp flexible steel sheet, the waterstop has rich surplus, can not take place relative motion because of two movement joint structure roof beams, the movement joint takes place to warp and is broken, and the inside indent of movement joint is towards in the middle part of top deformation flexible steel sheet, be favorable to the drainage device drainage inwards. Through U type waterstop, help improving the stretch-proofing and waterproof performance of movement joint, do benefit to and reach the acceptance standard.
2. Through the tip setting with the flexible steel sheet of top deformation on the tip of waterstop, the tip setting of waterstop is on double-deck rubber gasket, will lead to long angle steel setting at the tip of the flexible steel sheet of top deformation, utilizes to lead to long angle steel and compresses tightly the flexible steel sheet of top deformation and waterstop to it is fixed to utilize chemical crab-bolt, thereby realizes detachably installation top deformation flexible steel sheet, can improve waterproof performance, the future maintenance of being convenient for again.
3. Through set up the joint groove on pre-buried steel sheet, with semicircle pipe and drain pipe setting in the backup pad, semicircle pipe and drain pipe intercommunication, bottom both sides in the backup pad set up the altitude mixture control structure respectively, set up extending structure in the altitude mixture control structure, the last joint board that sets up of extending structure, during installation drainage device, with the joint integrated circuit board advance the joint inslot can, high durability and convenient installation, can adjust the backup pad to suitable height through the altitude mixture control structure, thereby realize half pipe and the regulation of drain pipe mounting height, through extending structure, can make drainage device can not take place to warp because of the deformation seam and dragged impaired.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is an enlarged view of FIG. 1A;
fig. 3 is an enlarged view of fig. 1B.
Description of reference numerals: 1-deformation joint structural beam, 2-deformation joint, 31-top groove, 311-top polymer mortar leveling bonding layer, 312-double-layer rubber gasket, 313-bearing steel plate, 314-floor decoration bonding layer, 315-floor tile, 32-bottom groove, 321-bottom polymer mortar leveling bonding layer, 322-edge sealing plate, 323-weather-resistant sealant, 41-top deformation expansion steel plate, 42-water stop belt, 43-bottom deformation expansion steel plate, 5-drainage device, 51-embedded steel plate, 511-clamping groove, 52-semicircular pipe, 521-sponge layer, 53-drainage pipe, 54-support plate, 55-limiting block, 61-full-length angle steel, 62-chemical anchor bolt, 63-segmented angle steel, 64-long U-shaped channel steel, 65-anti-skid rubber strips, 66-expansion bolts, 7-clamping plates, 81-connecting angle steel, 82-adjusting bolts, 83-connecting blocks, 84-locking nuts, 91-telescopic columns and 92-springs.
Detailed Description
FIGS. 1 to 3 are schematic structural views of an embodiment of a horizontal deformation joint structure of a house building provided by the present invention, which comprises two deformation joint structural beams 1 symmetrically arranged with each other, a deformation joint 2 is formed between the two deformation joint structural beams 1, a top groove 31 is arranged at the top of the deformation joint 2, a bottom groove 32 is arranged at the bottom of the deformation joint 2, a top deformation expansion steel plate 41 and a water stop 42 are arranged at the top of the deformation joint 2, the water stop 42 is positioned below the top deformation expansion steel plate 41, both ends of the water stop 42 are respectively positioned in the top groove 31, the middle of the water stop 42 is U-shaped and positioned in the deformation joint 2, both ends of the top deformation expansion steel plate 41 are positioned at both ends of the water stop 42, a bottom deformation expansion steel plate 43 is arranged at the bottom of the deformation joint 2, both the middle parts of the top deformation expansion steel plate 41 and the bottom deformation expansion steel plate 43 are recessed towards the inside of the deformation joint 2, an internal drainage device 5 is arranged in the deformation joint 2.
Flexible steel sheet 41 is warp at top and the inside indent of bottom deformation flexible steel sheet 43 towards movement joint 2, waterstop 42's middle part is the U-shaped, can make the flexible steel sheet 41 of top deformation, bottom deformation flexible steel sheet 43, waterstop 42 has rich surplus, can not take place relative motion because of two movement joint structure roof beams 1, movement joint 2 takes place to be deformed and is broken, and the middle part of the flexible steel sheet 41 of top deformation towards movement joint 2's inside indent, be favorable to the waterstop 42 drainage, through waterstop 42, help improving the waterproof performance of movement joint 2.
Be provided with top polymer mortar anchor coat 311 of making level in the top recess 31, be provided with double rubber gasket 312 on the anchor coat 311 of making level of top polymer mortar, the tip of waterstop 42 is located double rubber gasket 312, the top warp the both ends of flexible steel sheet 41 and compress tightly through leading to long angle steel 61 respectively, and run through leading to long angle steel 61 in proper order through chemical anchor bolt 62, the top warp flexible steel sheet 41, waterstop 42, double rubber gasket 312, insert behind the anchor coat 311 of making level of top polymer mortar in the movement joint structure roof beam 1.
Still including pressure-bearing steel sheet 313, pressure-bearing steel sheet 313 is located the top of the flexible steel sheet 41 of top deformation, and pressure-bearing steel sheet 313's both ends set up lead to long angle steel 61 is last, and pressure-bearing steel sheet 313's both ends are provided with segmentation angle steel 63 respectively, are provided with floor decorative bonding layer 314 on the pressure-bearing steel sheet 313, are provided with floor tile 315 on the floor decorative bonding layer 314, are provided with lead to long U-shaped channel steel 64 between lead to long angle steel 61 and the segmentation angle steel 63, and two lateral walls that lead to long U-shaped channel steel 64 are provided with anti-skidding rubber strip 65.
The tip setting through warping the flexible steel sheet 41 with the top is on the tip of waterstop 42, the tip setting of waterstop 42 is on double-deck rubber gasket 312, will lead to long angle steel 61 to set up on the tip of the flexible steel sheet 41 is warp at the top, utilize to lead to long angle steel 61 to compress tightly top deformation flexible steel sheet 41 and waterstop 42 and fixed with chemical anchor bolt 62, can reach better stagnant water effect, with bearing steel sheet 313, floor decoration anchor coat 314, floor brick 315 sets up and is the assembled, the detachable module, utilize chemical anchor bolt 62 fixed top to warp flexible steel sheet 41, waterstop 42, double-deck rubber gasket 312 piece, make its demountable installation, be convenient for maintenance in the future.
A bottom polymer mortar leveling combination layer 321 is arranged in the bottom groove 32, two ends of the bottom deformation telescopic steel plate 43 are respectively located on the bottom polymer mortar leveling combination layer 321, and the bottom deformation telescopic steel plate 43 and the bottom polymer mortar leveling combination layer 321 are sequentially penetrated through expansion bolts 66 and then inserted into the deformation joint structural beam 1.
Disposed within the bottom groove 32 is a bead sheet material 322 for covering the expansion bolts 66, the bead sheet material 322 being secured within the bottom groove 32 by a weather-resistant sealant 323.
Drainage device 5 includes pre-buried steel sheet 51, semicircle pipe 52, drain pipe 53, backup pad 54, pre-buried steel sheet 51 is provided with two, relative distribution sets up on movement joint structure roof beam 1 about two pre-buried steel sheets 51, joint groove 511 has been seted up to every pre-buried steel sheet 51, semicircle pipe 52 passes through stopper 55 and sets up on backup pad 54, semicircle pipe 52 is located waterstop 42 under the middle part, drain pipe 53 and semicircle pipe 52 intercommunication, the bottom both sides of backup pad 54 are connected with altitude mixture control structure respectively, the structural extending structure that is provided with of altitude mixture control, the extending structure passes through joint board 7 joint in joint groove 511.
Through the height adjustment structure, the height of adjustable semicircle pipe 52 and drain pipe 53 adjusts the mounting height of semicircle pipe 52 and drain pipe 53, through extending structure, can make the drainage can not take place to warp and be dragged impaired because of movement joint 2.
The height adjusting structure comprises a connecting angle steel 81, an adjusting bolt 82, a connecting block 83 and a locking nut 84, the connecting angle steel 81 is connected with the telescopic structure, the adjusting bolt 82 is arranged on the connecting angle steel 81, the adjusting bolt 82 is connected with the bottom wall of the supporting plate 54 through the connecting block 83, and the locking nut 84 is sleeved on the adjusting bolt 82.
When the heights of the semicircular pipe 52 and the drain pipe 53 are adjusted, the height of the support plate 54 is adjusted by the adjusting bolt 82, and when the support plate 54 is adjusted to an appropriate height, the support plate is locked by the lock nut 84, thereby adjusting the installation height of the semicircular pipe 52 and the drain pipe 53.
The telescopic structure comprises a telescopic column 91 and a spring 92, the telescopic column 91 is connected between the clamping plate 7 and the connecting angle steel 81, and the spring 92 is sleeved on the telescopic column 91.
When deformation occurs to the deformation joint, the tension in the left and right directions generated to the drainage device 5 due to deformation occurring to the deformation joint 2 is relieved by the expansion of the expansion column 91 and the elasticity of the spring 92, and when the drainage device 5 is installed, the clamping plate 7 is clamped into the clamping groove 511 of the embedded steel plate 51, so that the installation is facilitated.
A sponge layer 521 is laid on the inner wall of the semicircular pipe 52.
By arranging the sponge layer 521 on the inner wall of the semicircular pipe 52, water entering the drain pipe 53 can be filtered, and meanwhile, when the water drops from the middle of the water stop 42 to the semicircular pipe 52, the water drops can be prevented from splashing by the sponge layer 521.
The above detailed description is specific to the possible embodiments of the present invention, and the embodiments are not intended to limit the scope of the present invention, and the technical solutions and embodiments similar to the above technical solutions and embodiments are designed by those skilled in the art without departing from the present invention or using the same, so as to achieve the above technical effects.

Claims (9)

1. The utility model provides a horizontal movement joint structure of housing construction, includes the two movement joint structure roof beams that each other symmetry set up, two form the movement joint between the movement joint structure roof beam, the top of movement joint is provided with the top recess, the bottom of movement joint is provided with bottom recess, its characterized in that: the top of movement joint is provided with top deformation flexible steel sheet and waterstop, just the waterstop is located the below of top deformation flexible steel sheet, the both ends of waterstop are located respectively in the top recess, the middle part of waterstop is the U-shaped and is located in the movement joint, the both ends that the top warp flexible steel sheet are located on the both ends of waterstop, the bottom of movement joint is provided with the bottom and warp flexible steel sheet, the top warp flexible steel sheet with the middle part that the bottom warp flexible steel sheet all moves towards the inside indent of movement joint, drainage device in setting up in the movement joint.
2. The horizontal deformation joint structure of the house building according to claim 1, wherein: be provided with the top polymer mortar anchor coat of making level in the recess of top, be provided with double-deck rubber gasket on the anchor coat of making level of top polymer mortar, the tip of waterstop is located on the double-deck rubber gasket, the both ends of top deformation flexible steel sheet compress tightly through leading to long angle steel respectively to run through in proper order through chemical crab-bolt lead to long angle steel, top deformation flexible steel sheet, waterstop, double-deck rubber gasket, top polymer mortar insert behind the anchor coat of making level in the movement joint structure roof beam.
3. The horizontal deformation joint structure of the house building according to claim 2, wherein: still include the pressure-bearing steel sheet, the pressure-bearing steel sheet is located the top of flexible steel sheet is warp at the top, just the both ends setting of pressure-bearing steel sheet is in lead to on the long angle steel, the both ends of pressure-bearing steel sheet are provided with the segmentation angle steel respectively, be provided with floor decoration anchor coat on the pressure-bearing steel sheet, be provided with the floor tile on the floor decoration anchor coat, lead to long angle steel with be provided with lead to long U-shaped channel-section steel between the segmentation angle steel, two lateral walls of leading to long U-shaped channel-section steel are provided with the anti-skidding rubber strip.
4. The horizontal deformation joint structure of the house building according to claim 3, wherein: the bottom groove is internally provided with a bottom polymer mortar leveling combined layer, the two ends of the bottom deformation telescopic steel plate are respectively positioned on the bottom polymer mortar leveling combined layer, and the bottom deformation telescopic steel plate and the bottom polymer mortar leveling combined layer are sequentially penetrated through expansion bolts and then inserted into the deformation joint structure beam.
5. The horizontal deformation joint structure of the house building according to claim 4, wherein: and a sealing edge plate used for covering the expansion bolt is arranged in the groove at the bottom, and the sealing edge plate is fixed in the groove at the bottom through weather-proof sealant.
6. The horizontal deformation joint structure of the house building according to claim 5, wherein: drainage device includes pre-buried steel sheet, semicircle pipe, drain pipe, backup pad, pre-buried steel sheet is provided with two, two relative distribution sets up about the pre-buried steel sheet on the movement joint structure roof beam, every the joint groove has been seted up to pre-buried steel sheet, the semicircle pipe passes through the stopper setting and is in the backup pad, the semicircle pipe is located under the waterstop middle part, the drain pipe with the semicircle pipe intercommunication, the bottom both sides of backup pad are connected with the altitude mixture control structure respectively, be provided with extending structure on the altitude mixture control structure, extending structure passes through the joint integrated circuit board and connects the joint inslot.
7. The horizontal deformation joint structure of the house building according to claim 6, wherein: the height adjusting structure comprises angle steel, adjusting bolts, a connecting block and locking nuts, the angle steel is connected with the telescopic structure, the adjusting bolts are arranged on the angle steel, the adjusting bolts pass through the connecting block and the bottom wall of the supporting plate are connected, and the locking nuts are sleeved on the adjusting bolts.
8. The horizontal deformation joint structure for the house building according to claim 7, wherein: the telescopic structure comprises a telescopic column and a spring, the telescopic column is connected between the clamping plate and the connecting angle steel, and the spring is sleeved on the telescopic column.
9. The horizontal deformation joint structure for the house building according to claim 8, wherein: and a sponge layer is laid on the inner wall of the semicircular pipe.
CN202220862804.2U 2022-04-13 2022-04-13 Horizontal deformation joint structure of building construction Active CN217352968U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220862804.2U CN217352968U (en) 2022-04-13 2022-04-13 Horizontal deformation joint structure of building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220862804.2U CN217352968U (en) 2022-04-13 2022-04-13 Horizontal deformation joint structure of building construction

Publications (1)

Publication Number Publication Date
CN217352968U true CN217352968U (en) 2022-09-02

Family

ID=83055549

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220862804.2U Active CN217352968U (en) 2022-04-13 2022-04-13 Horizontal deformation joint structure of building construction

Country Status (1)

Country Link
CN (1) CN217352968U (en)

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